Hilti HKD Submission Folder...Submission folder Customer Hotline Hong Kong 8228 8118 Macau (Toll...
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Submission folder Customer Hotline Customer Hotline Hong Kong 8228 8118 Macau (Toll free) 00800- 8228 8118 Hilti HKD Submission Folder Sample Submission and Approval Form 2 - 3 Product Information 4 - 5 Technical Data 6 - 11 Method Statement 12 Renaming of HKD-S Push-in Anchors 13 Test Reports according to BS5080 HKD-S / - E 14 - 26 HKD-SR / - ER 27 -39 European Technical Approval HKD-S 40 - HKD-SR - 5 Government Letter 5 - 5 Country of Origin Job Reference - Page 1 May 2013
Transcript of Hilti HKD Submission Folder...Submission folder Customer Hotline Hong Kong 8228 8118 Macau (Toll...
Submission folder
Customer Hotline Customer Hotline Hong Kong 8228 8118Macau (Toll free) 00800- 8228 8118
Hilti HKD Submission Folder
Sample Submissionand Approval Form 2 - 3
Product Information 4 - 5
Technical Data 6 - 11
Method Statement 12
Renaming of HKD-S Push-in Anchors 13
Test Reports according to BS5080HKD-S / - E 14 - 26HKD-SR / - ER 27 - 39
European Technical ApprovalHKD-S 40 - 50HKD-SR 51 - 57
Government Letter 58 - 59
Country of Origin 60
Job Reference 61 - 71
Page 1 May 2013
liwin
Text Box
Make your submission simple! To download the most updated submission folders and technical manuals, visit http://www.hilti.com.hk/download P Recycling one ton of paper saves 17 trees and 7000 gallons of water. Please consider your environmental responsibility before using the hard copy version!
Page 1 of 2
SAMPLE SUBMISSION AND APPROVAL FORM
Contract Title: ________________________________ Ref. No.: ________________________
________________________________ Date: ________________________
Ref. No. of Previous Submission:
________________________
Contract No: ________________________________ (1) ________________________
File Reference: ________________________________ (2) ________________________
DETAILS OF SUBMISSION
To: Contract Manager’s Representative Attention: ________________________
From: ________________________________
The enclosed sample and catalogue* / certificate of origin* / technical data* / test report* / job reference* as described below have been checked for compliance with the Specifications and Drawings, and are submitted for approval.
1. General Information a. Material Description HKD / HKD-S / HKD-SHD / HKD-SR / HKD-E / HKD-ER / HKD-ST push-in anchor __________________________________________________________ b. Location: __________________________________________________________ __________________________________________________________ __________________________________________________________ c. Specification Ref. Page: __________________________ Item: _______________________ __________________________ _______________________ __________________________ _______________________ d. Drawing Ref. No. __________________________________________________________ __________________________________________________________ __________________________________________________________ e. B.Q. Ref.No.: __________________________________________________________ __________________________________________________________ __________________________________________________________ f. Anticipated date of approval: __________________________________________________________
2. Technical Information The submitted sample has been checked against the specification and drawings as listed below:-
Specification Requirements Submitted Sample (State details against each item)
a. Brand Not specified Hilti b. Country of Origin Not specified Republic of China c. Manufacturer’s Name & Address Not specified Hilti Corporation, FL-9494 Principality of Liechtenstein
d. Factory’s Name & Address(es) Not specified Hilti (China Zhangjiang) Co Ltd, Yongping Road South,
Zhangjiang Development Zone, 524022 Zhangjiang, Guangdong Province, China
e. Supplier (with Applicator, if any)
Page 2 May 2013
Page 2 of 2
Not specified Hilti (Hong Kong) Ltd
f. Appearance Not specified According to the sample submitted
g. Color + Not specified NIL
h. Specification Not specified Attached
i. Manufacturer’s Catalogue Not specified Attached
j. Test Report (Original/Certificated True Copy) Not specified Attached
k. Previous Job Reference Not specified Attached
l. Supplementary Information Not specified NIL
For and on behalf of the Contractor
____________________________ (Quality Control Manager)
CONTRACT MANAGER’S COMMENTS To:From: Contract Manager’s Representative: ________________________________
On the basis of the sample and information given, the above sample submitted is:
(1) * Approved. (2) * Not approved because ____________________________________________________ _______________________________________________________________________ _______________________________________________________________________ Remarks: _______________________________________________________________________ _______________________________________________________________________ _______________________________________________________________________
Approval does not alter the requirements of the Contract Contract Manager’s Representative: ____________________________
_____________________________ Date:
cc. _______________________________________ _______________________________________ _______________________________________
(* Delete if appropriate) (+ For glass or vitreous mosaic tiles, the contractor is required to confirm the colour range(s) of the submitted sample, i.e. a) light and or medium; or b) dark)
Page 3 May 2013
Anchoring Systems
230Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
7
hef
h1
df
Is
tfix
do
Push-in anchorHKD
Advantages■ Flexible choice for customer to select the anchor
with flare (HKD / HKD-SR) and without flare (HKD-ER)
■ Setting independent of hole depth, better for standardization on accesories, hexagon bolt (HKD / HKD-SR)
■ Ease of workmanship control by means of visual checking (HKD / HKD-SR)
■ Easy setting at greater depth (HKD-ER)
VdS
Approvals
Applications■ For medium load range; fastening with bolts and threaded rods for plumbing,
heating, air duct and ventilation installation.■ For securing channels, rails, plates, bracket and suspension ceiling
Base material■ non-cracked concrete■ Hard natural stone
Material■ Bright galvanized steel to min 5µm (M6-M20 / 1/4"-3/4")■ Sherardized steel to min 45µm (M8-M16)■ A4 stainless steel (M6-M20)
Technical data Recommended load (kN), non-cracked concrete at 25N/mm², safety factor(g)=3
Model Anchor sizeM6x25/ M8x30/ M20x
80
HKDTensile Load, Nrec 2.1 2.8 4.3 5.9 8.8 12.0
Shear Load, Vrec 1.7 2.9 3.7 6.1 11.3 16.3
HKD-SR/
Tensile Load, Nrec 2.1 2.8 4.3 5.9 8.8 12.0
HKD-ER Shear Load, Vrec 2.1 2.8 3.5 6.2 10.7 17.0
Remarks:1) All the data applies to no edge distance, spacing and other influences 2) For detail design method, please refer to Fastening Technology Manual
★ Non-Stock Item in HK & Macau
Installation procedures
Blow out dust and fragments.
Install the anchor. Push in until marking is visible.Drill hole.
HKD programmeHKD: internal thread (galv. to min. 5µm) Drill bit Anchorage Anchor Tighten. Screw Clear- nom. Min. hole depth, length, Thread torque depth,. ance dia., do depth,h1 hef I dia. Tinst Is (min/max) hole, df Package Order designation Item no. (mm) (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs)
8 27 25 25 M6 4 8 / 11 7 100 HKD M6x25 00376894 10 33 30 30 M8 8 10 / 13 9 100 HKD M8x30 00376959 12 43 40 40 M10 15 12 / 16 12 50 HKD M10x40 00376967 15 54 50 50 M12 35 14 / 22 14 50 HKD M12x50 00378544 20 70 65 65 M16 60 18 / 28 18 25 HKD M16x65 00382941 25 85 80 80 M20 120 23 / 34 22 25 HKD M20x80 00382955 8 27 25 25 1/4" 4 8 / 11 7 100 HKD 1/4"x25 00382980 ★ 10 33 30 30 5/16" 8 10 / 13 9 100 HKD 5/16"x30 00383679 ★ 12 43 40 40 3/8" 15 12 / 16 12 100 HKD 3/8"x40 00383960 16 54 50 50 1/2" 35 14 / 22 14 50 HKD 1/2"x50 00384021 20 70 65 65 5/8" 60 18 / 28 18 25 HKD 5/8"x65 00384023
2013_07_Anchoring_Eng_final_CS5 2.indd 230 2012/12/17 下午8:24
Page 4 May 2013
Anchoring Systems
231 Customer Hotline: Hong Kong 8228 8118 Macau 00800 8228 8118 (Mon - Fri 8:30 am - 6:00 pm / Sat 8:30 am - 1:00 pm) | Hilti online: www.hilti.com.hk
★ Non-Stock Item in HK & Macau
HKD-SAC: internal thread (galv. to min. 45µm) Drill bit Anchorage Anchor Tighten. Screw Clear- nom. Min. hole depth, length, Thread torque depth,. ance dia., do depth,h1 hef I dia. Tinst Is (min/max) hole, df Package Order designation Item no. (mm) (mm) (mm) (mm) (mm) (Nm) (mm) (mm) (pcs)
10 33 30 30 M8 8 10 / 13 9 100 HKD-SAC M8x30 00336227 ★ 12 43 40 40 M10 15 12 / 16 12 50 HKD-SAC M10x40 00336230 ★ 15 54 50 50 M12 35 14 / 22 14 50 HKD-SAC M12x50 00336231 ★ 20 70 65 65 M16 60 18 / 28 18 25 HKD-SAC M16x65 00352394 ★
HKD-SR: internal thread (A4 stainless steel) 8 27 25 25 M6 4 8 / 11 7 100 HKD-SR M6x25 00247951 10 33 30 30 M8 8 10 / 13 9 100 HKD-SR M8x30 00247952 12 43 40 40 M10 15 12 / 16 12 50 HKD-SR M10x40 00247953 15 54 50 50 M12 35 14 / 22 14 50 HKD-SR M12x50 00247954 20 70 65 65 M16 60 18 / 28 18 25 HKD-SR M16x65 00247955 25 85 80 80 M20 120 23 / 34 22 25 HKD-SR M20x80 00247956
HKD-ER: internal thread (A4 stainless steel)
10 33 30 30 M8 8 10 / 13 9 100 HKD-ER M8x30 00352293 12 43 40 40 M10 15 12 / 16 12 50 HKD-ER M10x40 00352294 15 54 50 50 M12 35 14 / 22 14 50 HKD-ER M12x50 00324548 20 70 65 65 M16 60 18 / 28 18 25 HKD-ER M16x65 00352295 10 33 30 30 5/16" 8 10 / 28 9 100 HKD-ER 5/16"x30 00272641 ★ 12 43 40 40 3/8" 15 12 / 16 12 100 HKD-ER 3/8"x40 00271470 16 54 50 50 1/2" 35 14 / 22 14 50 HKD-ER 1/2"x50 00379642
Required tools
Anchor Manual setting tool Package Mechanical setting tool Package Anchor description Order designation (pcs) Item no. Order designation (pcs) Item no.
HKD-S / -E M6 / 1/4"x25 HSD-G M6 1/4"x25 1 00243738 HSD-M M6 1/4"x25 1 00243746 ★ HKD-S / -E M8 / 5/16"x30 HSD-G M8 5/16"x30 1 00243740 HSD-M M8 5/16"x30 1 00243748 ★ HKD-S / -E M10 / 3/8"x40 HSD-G M10 3/8"x40 1 00243742 HSD-M M10 3/8"x40 1 00243751 ★ HKD-S / -E M12 / 1/2"x50 HSD-G M12 1/2"x50 1 00243743 HSD-M M12 1/2"x50 1 00243752 ★ HKD-S / -E M16 / 5/8"x65 HSD-G M16 5/8"x65 1 00243744 HSD-M M16 5/8"x65 1 00243753 ★ HKD-S / -E M20 / 3/4"x80 HSD-G M20 3/4"x80 1 00243745 HSD-M M20 3/4"x80 1 00243754 ★
2013_07_Anchoring_Eng_final_CS5 2.indd 231 2012/12/17 下午8:24
Page 5 May 2013
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D |
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174
HK
D P
ush-
in a
ncho
r
An
cho
r ve
rsio
n
Ben
efit
s
HKD
C
arbo
n st
eel
with
lip
HKD
-SR
st
ainl
ess
stee
l
with
lip
HKD
-ER
st
ainl
ess
stee
l w
ithou
t lip
- si
mpl
e an
d w
ell p
rove
n -
appr
oved
, tes
ted
and
conf
irmed
by
eve
ryda
y jo
bsite
exp
erie
nce
- re
liabl
e se
tting
than
ks to
sim
ple
visu
al c
heck
-
vers
atile
-
for m
ediu
m-d
uty
fast
enin
g w
ith
bolts
or t
hrea
ded
rods
-
avai
labl
e in
var
ious
mat
eria
ls a
nd
size
s fo
r max
imiz
ed c
over
age
of
poss
ible
app
licat
ions
Conc
rete
Corro
sion
resis
tance
Eu
rope
an
Tech
nical
Appr
oval
CE
confo
rmity
Hi
lti an
chor
de
sign
softw
are
Fire
resis
tance
Ap
pro
vals
/ c
erti
fic
ates
Des
cri
pti
on
A
uth
ori
ty /
Lab
ora
tory
N
o. /
dat
e o
f is
sue
Euro
pean
tech
nica
l app
rova
l a)
DIB
t, B
erlin
E
TA-0
2/00
32 /
2010
-04-
22
ETA-
06/0
047
/ 201
0-04
-22
Ref
er H
KD
(Red
unda
nt)
B
asic
load
ing
dat
a (f
or
a si
ng
le a
nch
or)
A
ll d
ata
in t
his
se
ctio
n a
pp
lies
to
For d
etai
ls s
ee S
impl
ified
des
ign
met
hod
- C
orre
ct s
ettin
g (S
ee s
ettin
g in
stru
ctio
n)
- N
o ed
ge d
ista
nce
and
spac
ing
influ
ence
-
Con
cret
e as
spe
cifie
d in
the
tabl
e -
Ste
el f
ailu
re
- M
inim
um b
ase
mat
eria
l thi
ckne
ss
- C
oncr
ete
C 2
0/25
, fck
,cub
e = 2
5 N
/mm
² -
scre
w o
r rod
with
ste
el g
rade
5.8
(car
bon
stee
l) an
d/or
A4-
70 (s
tain
less
ste
el)
H
KD
| P
ush-
in a
ncho
r
2 / 2
011
175
Mea
n U
ltim
ate
Res
ista
nce
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
Tens
ile N
Ru,
m
H
KD
[kN
] 8,
4 11
,0
17,0
23
,8
32,9
48
,1
H
KD
-SR
, HKD
-ER
[k
N]
8,2
10,8
16
,6
23,3
34
,5
47,1
She
ar V
Ru,
m
H
KD
[kN
] 5,
5
9,4
12
,2
20,1
37
,1
53,9
H
KD
-SR
, HKD
-ER
[k
N]
8,3
10
,9
13,7
24
,3
41,7
66
,3
Ch
arac
teri
sti
c R
esis
tan
ce
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
Tens
ile N
Rk
HKD
[k
N]
6,3
8,3
12,8
17
,8
26,4
36
,1
H
KD
-SR
, HKD
-ER
[k
N]
6,3
8,3
12,8
17
,8
26,4
36
,1
She
ar V
Rk
H
KD
[kN
] 5,
0
8,6
11
,0
18,3
33
,8
49,0
H
KD
-SR
, HKD
-ER
[k
N]
6,2
8,
4
10,5
18
,7
32,1
51
,0
Des
ign
Res
ista
nce
A
nch
or
size
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
Tens
ile N
Rd
HKD
[k
N]
4,2
5,5
8,5
11,9
17
,6
24,0
H
KD
-SR
, HKD
-ER
[k
N]
3,0
4,6
7,1
9,9
17,6
24
,0
She
ar V
Rd
H
KD
[kN
] 4,
0
6,9
8,
8
14,6
27
,0
39,4
H
KD
-SR
, HKD
-ER
[k
N]
4,1
5,
5
6,9
12
,3
21,1
33
,6
Page 6 May 2013
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176
Rec
om
men
ded
load
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
Tens
ile N
rec a)
H
KD
[kN
] 2,
1 2,
8 4,
3 5,
9 8,
8 12
,0
H
KD
-SR
, HKD
-ER
[k
N]
2,1
2,8
4,3
5,9
8,8
12,0
She
ar V
rec a)
H
KD
[kN
] 1,
7 2,
9 3,
7 6,
1 11
,3
16,3
H
KD
-SR
, HKD
-ER
[k
N]
2,1
2,8
3,5
6,2
10,7
17
,0
a) W
ith o
vera
ll gl
obal
saf
ety
fact
or
= 3
. The
reco
mm
ende
d lo
ads
vary
acc
ordi
ng to
the
safe
ty fa
ctor
requ
irem
ent
from
nat
iona
l reg
ulat
ions
.
Mat
eria
ls
Mec
han
ical
pro
per
ties
of
HK
D, H
KD
-SR
an
d H
KD
-ER
An
cho
r si
ze
M6
M8
M10
M
12
M16
M
20
Nom
inal
te
nsile
st
reng
th f u
k
HKD
[N
/mm
²] 57
0 57
0 57
0 57
0 64
0 59
0
HK
D-S
R
HK
D-E
R
[N/m
m²]
540
540
540
540
- 54
0
Yiel
d st
reng
th f y
k
HKD
[N
/mm
²] 46
0 46
0 46
0 48
0 51
0 47
0
HKD
-SR
H
KD-E
R
[N/m
m²]
355
355
355
355
- 35
5
Stre
ssed
cr
oss-
sect
ion
As
HKD
[m
m²]
20,7
26
,7
32,7
60
,1
105
167
HK
D-S
(R)
HK
D-E
(R)
[mm
²] 20
,9
26,1
28
,8
58,7
-
163
Mom
ent o
f re
sist
ance
W
HKD
[m
m³]
32,3
54
,6
82,9
18
4 43
1 85
0
HK
D-S
(R)
HK
D-E
(R)
[mm
³] 50
79
11
0 26
4 60
2 11
91
Cha
r. be
ndin
g re
sist
ance
fo
r rod
or
bolt
M0 R
k,s
With
5.8
Gr.
Ste
el
[Nm
] 7,
6 18
,7
37,4
65
,5
167
325
HK
D-S
R
HKD
-ER
with
A4
-70
[Nm
] 11
26
52
92
18
7 45
4
H
KD
| P
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in a
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r
2 / 2
011
177
Ma
teri
al q
ual
ity
Par
t M
ater
ial
Anch
or B
ody
HKD
St
eel F
e/Zn
5 ga
lvan
ised
to m
in. 5
μm
HK
D-S
R
HK
D-E
R
Sta
inle
ss s
teel
, 1.4
401,
1.4
404,
1.4
571
Tape
red
expa
nsio
n pl
ug
HKD
St
eel m
ater
ial
HK
D-S
R
HK
D-E
R
Sta
inle
ss s
teel
, 1.4
401,
1.4
404,
1.4
571
An
cho
r si
ze
An
cho
r v
ersi
on
HKD
H
KD-S
R
HKD
-ER
M6x25 (1/4“ x 25)
M8x30 (5/16“ x 30)
M10x40 (3/8“ x 40)
M12x50 (1/2“ x 50)
M16x65 (5/8“ x 65)
M20x80
Effe
ctiv
e an
chor
age
dept
h h e
f [m
m]
25
30
40
50
60
80
Anc
hor d
iam
eter
d 1
[m
m]
7,9
9,95
11
,95
14,9
19
,75
24,7
5
Plug
dia
met
er
d 2
[mm
] 5,
1 6,
5 8,
2 10
,3
13,8
16
,4
Plu
g le
ngth
l 1
[mm
] 10
12
16
20
29
30
An
ch
or
bo
dy
E
xpan
sio
ns
plu
gs
ød2 l 1
ød2
l 1
Page 7 May 2013
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178
Set
tin
g
Inst
alla
tio
n e
qu
ipm
ent
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
Rot
ary
ham
mer
TE 2
– T
E 16
TE
40
– 80
Mac
hine
set
ting
tool
H
SD
-M
6x25
/30
8x25
/30
10x4
0 12
x25
16x6
5 20
x80
Han
d Se
tting
tool
H
SD
-G
Oth
er to
ols
ha
mm
er, t
orqu
e w
renc
h, b
low
out
pum
p S
etti
ng
inst
ruct
ion
Fo
r det
aile
d in
form
atio
n on
inst
alla
tion
see
inst
ruct
ion
for u
se g
iven
with
the
pack
age
of th
e pr
oduc
t. Fo
r tec
hnic
al d
ata
for a
ncho
rs in
dia
mon
d dr
illed
hol
es p
leas
e co
ntac
t the
Hilt
i Tec
hnic
al a
dvis
ory
serv
ice.
H
KD
| P
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in a
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179
Set
tin
g d
etai
ls:
de
pth
of
dri
ll h
ole
h1
and
eff
ecti
ve a
nch
ora
ge
dep
th h
ef
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
Nom
inal
dia
met
er o
f dr
ill bi
t d o
[m
m]
8 10
12
15
/16*
20
25
Cut
ting
diam
eter
of
drill
bit
d cut
≤
[mm
] 8,
45
10,5
12
,5
15,5
/16,
5*
20,5
25
,5
Dep
th o
f dril
l hol
e h 1
≥
[mm
] 27
33
43
54
70
85
Scre
win
g de
pth
l s,m
in
[mm
] 6
8 10
12
16
20
l s,m
ax
[mm
] 12
14
,5
18
22
30,5
42
D
iam
eter
of c
lear
ance
ho
le in
the
fixtu
re
d f ≤
[m
m]
7 9
12
14
18
22
Effe
ctiv
e an
chor
age
dept
h h e
f [m
m]
25
30
40
50
65
80
Max
. tor
que
mom
ent
T ins
t [N
m]
4 8
15
35
60
120
* D
rill b
it di
amet
er fo
r HK
D ½
” x 5
0 is
16
mm
, for
HK
D M
12x
50 is
15m
m
Page 8 May 2013
HK
D |
Pus
h-in
anc
hor
2 / 2
011
180
Bas
e m
ate
rial
th
ickn
ess,
an
cho
r sp
acin
g a
nd
ed
ge
dis
tan
ces
A
nch
or
size
M
6x25
(1
/4”x
25)
M10
x30
(5/1
6”x3
0)
M10
x40
(3/8
”x40
) M
12x5
0 (1
/2”x
50)
M16
x65
(5
/8”x
30)
M20
x80
Min
imum
bas
e m
ater
ial t
hick
ness
h m
in
[mm
] 10
0 10
0 10
0 10
0 13
0 16
0
Min
imum
spa
cing
an
d m
inim
um e
dge
dist
ance
H
KD-S
R
HK
D-E
R
s min
[mm
] 60
60
80
12
5 13
0 16
0
c min
[mm
] 88
10
5 14
0 17
5 23
0 28
0
Min
imum
spa
cing
H
KD
s min
[mm
] 80
60
80
12
5 13
0 16
0
for c≥
[mm
] 14
0 10
5 14
0 17
5 23
0 28
0
Min
imum
edg
e di
stan
ce
HKD
c min
[mm
] 10
0 80
14
0 17
5 23
0 28
0
for s≥
[mm
] 15
0 12
0 80
12
5 13
0 16
0
Crit
ical
spa
cing
and
ed
ge d
ista
nce
for
conc
rete
con
e fa
ilure
H
KD
HKD
-SR
H
KD
-ER
s cr,N
[m
m]
80
90
120
150
200
240
c cr,N
[m
m]
40
45
60
75
100
120
Crit
ical
sp
acin
g an
d ed
ge
dist
ance
fo
r spl
ittin
g fa
ilure
HKD
s c
r,sp
[mm
] 20
0 21
0 28
0 35
0 45
5 56
0
c cr,s
p [m
m]
100
105
140
175
227
280
HK
D-S
R
HK
D-E
R
s cr,s
p [m
m]
176
210
280
350
455
560
c cr,s
p [m
m]
88
105
140
175
227
280
For
spac
ing
(edg
e di
stan
ce)
smal
ler
than
crit
ical
spa
cing
(cr
itica
l ed
ge d
ista
nce)
the
des
ign
load
s ha
ve t
o be
re
duce
d.
H
KD
| P
ush-
in a
ncho
r
2 / 2
011
181
Sim
plif
ied
des
ign
met
ho
d
Sim
plifi
ed v
ersi
on o
f the
des
ign
met
hod
acco
rdin
g E
TAG
001
, Ann
ex C
. Des
ign
resi
stan
ce
acco
rdin
g da
ta g
iven
in E
TA-0
2/00
32, i
ssue
201
0-04
-22.
Influ
ence
of c
oncr
ete
stre
ngth
Influ
ence
of e
dge
dist
ance
Influ
ence
of s
paci
ng
V
alid
for
a g
roup
of
two
anch
ors.
(Th
e m
etho
d m
ay a
lso
be a
pplie
d fo
r an
chor
gro
ups
with
mor
e th
an tw
o an
chor
s or
mor
e th
an o
ne e
dge.
The
influ
enci
ng fa
ctor
s m
ust t
hen
be
cons
ider
ed fo
r eac
h ed
ge d
ista
nce
and
spac
ing.
The
cal
cula
ted
desi
gn lo
ads
are
then
on
the
save
sid
e: T
hey
will
be lo
wer
than
the
exac
t val
ues
acco
rdin
g E
TAG
001
, Ann
ex C
. To
avo
id th
is, i
t is
reco
mm
ende
d to
use
the
anch
or d
esig
n so
ftwar
e P
RO
FIS
anc
hor)
Th
e de
sign
met
hod
is b
ased
on
the
follo
win
g si
mpl
ifica
tion:
No
diffe
rent
load
s ar
e ac
ting
on in
divi
dual
anc
hors
(no
ecce
ntric
ity)
The
valu
es a
re v
alid
for o
ne a
ncho
r. Fo
r mor
e co
mpl
ex fa
sten
ing
appl
icat
ions
ple
ase
use
the
anch
or d
esig
n so
ftwar
e P
RO
FIS
Anc
hor.
T
ensi
on
lo
adin
g
Th
e d
esig
n t
ens
ile r
esis
tan
ce is
th
e lo
wer
va
lue
of
- St
eel r
esis
tanc
e:
NR
d,s
- C
oncr
ete
pull-
out r
esis
tanc
e:
NR
d,p
=
N0 R
d,p
f B
- C
oncr
ete
cone
resi
stan
ce:
NR
d,c
=
N0 R
d,c
f B
f 1,N
f 2
,N
f 3,N
f r
e,N
- C
oncr
ete
split
ting
resi
stan
ce (o
nly
non-
crac
ked
conc
rete
):
N
Rd
,sp
= N
0 Rd
,c
f B
f 1,s
p
f 2,s
p
f 3,s
p
f h,s
p
f re,
N
B
asic
des
ign
ten
sil
e re
sist
ance
D
esig
n s
tee
l re
sis
tan
ce N
Rd
,s f
or
HK
D S
teel
Gra
de
5.8
an
d f
or
HK
D-E
R/S
R A
4-7
0
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
NR
d,s
HKD
[k
N]
6,7
11,4
14
,7
24,4
45
,0
65,3
HK
D-S
R,
HK
D-E
R
[kN
] 6,
9 9,
2 11
,5
20,4
35
,1
55,7
Page 9 May 2013
HK
D |
Pus
h-in
anc
hor
2 / 2
011
182
Des
ign
pu
ll-o
ut
resi
stan
ce N
Rd
,p =
N0 R
d,p
· f
B
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
N0 R
d,p
HKD
[k
N]
- -
- -
- -
HK
D-S
R,
HK
D-E
R
[kN
] -
- -
- -
-
Des
ign
co
nc
rete
co
ne
resi
stan
ce
NR
d,c
=
N
0 Rd
,c
f B
f 1,N
f 2,N
f 3,N
f re,
N
Des
ign
sp
litti
ng
res
ista
nce
a) N
Rd
,sp =
N0 R
d,c
f B
f 1
,sp
f 2,s
p
f 3,s
p
f h,s
p
f re,
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
N0 R
d,c
HKD
[k
N]
4,2
5,5
8,5
11,9
17
,6
24,0
H
KD
-SR
, H
KD
-ER
[k
N]
3,0
4,6
7,1
9,9
17,6
24
,0
a)
Spl
ittin
g re
sist
ance
mus
t onl
y be
con
side
red
for n
on-c
rack
ed c
oncr
ete
Infl
uen
cin
g f
acto
rs
Infl
uen
ce o
f co
nc
rete
str
eng
th
Co
ncr
ete
stre
ng
th d
esi
gn
atio
n
(EN
V 2
06)
C 2
0/25
C
25/
30
C 3
0/37
C
35/
45
C 4
0/50
C
45/
55
C 5
0/60
f B =
(f c
k,cu
be/2
5N/m
m²)
1/2 a)
b)
1 1,
1 1,
22
1,34
1,
41
1,48
1,
55
a)
f ck,c
ube =
con
cret
e co
mpr
essi
ve s
treng
th, m
easu
red
on c
ubes
with
150
mm
sid
e le
ngth
b)
Fo
r des
ign
data
of f
ck,c
ube =
15 a
nd 2
0, p
leas
e co
ntac
t Hilt
i Tec
hnic
al A
dvis
ory
Ser
vice
In
flu
ence
of
edg
e d
ista
nce
a)
c/c c
r,N
0,1
0,
2
0,3
0,
4
0,5
0,
6
0,7
0,
8
0,9
1
c/c c
r,sp
f 1,N =
0,
7 +
0,3
c/c c
r,N ≤
1
0,73
0,
76
0,79
0,
82
0,85
0,
88
0,91
0,
94
0,97
1
f 1,sp
=
0,7
+ 0,
3c/
c cr,s
p ≤ 1
f 2,N =
0,
5(1
+ c
/ccr
,N) ≤
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
f 2,sp
=
0,5
(1 +
c/c
cr,s
p) ≤
1
a)
The
edge
dis
tanc
e sh
all n
ot b
e sm
alle
r tha
n th
e m
inim
um e
dge
dist
ance
cm
in g
iven
in th
e ta
ble
with
the
setti
ng
deta
ils. T
hese
influ
enci
ng fa
ctor
s m
ust b
e co
nsid
ered
for e
very
edg
e di
stan
ce.
H
KD
| P
ush-
in a
ncho
r
2 / 2
011
183
Infl
uen
ce o
f an
cho
r sp
acin
g a)
s/s c
r,N
0,1
0,
2
0,3
0,
4
0,5
0,
6
0,7
0,
8
0,9
1
s/s c
r,sp
f 3,N =
0,
5(1
+ s
/scr
,N) ≤
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
f 3,sp
=
0,5
(1 +
s/s
cr,s
p) ≤
1
a)
The
anch
or s
paci
ng s
hall
not
be s
mal
ler
than
the
min
imum
anc
hor
spac
ing
s min g
iven
in t
he t
able
with
the
se
tting
det
ails
. Thi
s in
fluen
cing
fact
or m
ust b
e co
nsid
ered
for e
very
anc
hor s
paci
ng.
Infl
uen
ce o
f b
ase
ma
teri
al t
hic
knes
s
h/h
ef
2,0
2,
2
2,4
2,
6
2,8
3,
0
3,2
3,
4
3,6
≥
3,68
f h,s
p =
[h/(2
h ef)]
2/3
1 1,
07
1,13
1,
19
1,25
1,
31
1,37
1,
42
1,48
1,
5 In
flu
ence
of
rein
forc
emen
t
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
f re,N
=
0,5
+ h e
f/200
mm
≤ 1
0,63
a)
0,65
a)
0,7a)
0,
75a)
0,
83a)
0,
9a)
a)
This
fac
tor
appl
ies
only
for
den
se r
einf
orce
men
t. If
in t
he a
rea
of a
ncho
rage
the
re is
rei
nfor
cem
ent
with
a
spac
ing ≥
150
mm
(any
dia
met
er) o
r with
a d
iam
eter
≤ 1
0 m
m a
nd a
spa
cing
≥ 1
00 m
m, t
hen
a fa
ctor
f re,
N =
1
may
be
appl
ied.
S
hea
r lo
adin
g
Th
e d
esig
n s
hea
r re
sist
ance
is t
he
low
er
valu
e o
f
- St
eel r
esis
tanc
e:
VR
d,s
- C
oncr
ete
pryo
ut re
sist
ance
: V
Rd
,cp =
V0 R
d,c
p
f B
f 1,N
f 2
,N
f 3,N
f r
e,N
- C
oncr
ete
edge
resi
stan
ce:
VR
d,c
= V
0 Rd
,c
f B
f ß
f h
f 4
Bas
ic d
esig
n s
hea
r re
sist
ance
D
esig
n s
tee
l re
sist
ance
VR
d,s
fo
r H
KD
Ste
el G
rad
e 5.
8 an
d f
or
HK
D-E
R/S
R A
4-70
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
V Rd,
s H
KD
[kN
] 4,
0 6,
9 8,
8 14
,6
27,0
39
,6
HK
D-S
R,
HK
D-E
R
[kN
] 4,
1 5,
5 6,
9 12
,3
21,1
33
,6
Des
ign
co
ncr
ete
pry
ou
t re
sist
ance
VR
d,c
p =
V0 R
d,c
p
f B
f 1,N
f 2
,N
f 3,N
f r
e,N
Page 10 May 2013
HK
D |
Pus
h-in
anc
hor
2 / 2
011
184
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
V0 Rd,
cp
HKD
[k
N]
4,2
11,0
17
,0
23,8
35
,2
48,1
HK
D-S
R,
HK
D-E
R
[kN
] 4,
2 11
,0
17,0
23
,8
35,2
48
,1
Des
ign
co
ncr
ete
ed
ge
resi
stan
cea)
VR
d,c
= V
0 Rd
,c
f B
f ß
f h f
4 A
nch
or
size
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
V0 Rd,
c H
KD
[kN
] 0,
9 1,
4 2,
3 3,
7 6,
2 8,
9
HK
D-S
R,
HK
D-E
R
[kN
] 0,
9 1,
4 2,
3 3,
7 6,
2 9,
5
a) F
or a
ncho
r gro
ups
only
the
anch
ors
clos
e to
the
edge
mus
t be
cons
ider
ed
Infl
uen
cin
g f
acto
rs
Infl
uen
ce o
f co
nc
rete
str
eng
th
Co
ncr
ete
stre
ng
th d
esi
gn
atio
n
(EN
V 2
06)
C 2
0/25
C
25/
30
C 3
0/37
C
35/
45
C 4
0/50
C
45/
55
C 5
0/60
f B =
(f c
k,cu
be/2
5N/m
m²)
1/2 a)
b)
1 1,
1 1,
22
1,34
1,
41
1,48
1,
55
a)
f ck,c
ube =
con
cret
e co
mpr
essi
ve s
treng
th, m
easu
red
on c
ubes
with
150
mm
sid
e le
ngth
b)
Fo
r des
ign
data
of f
ck,c
ube =
15 a
nd 2
0, p
leas
e co
ntac
t Hilt
i Tec
hnic
al A
dvis
ory
Ser
vice
In
flu
ence
of
edg
e d
ista
nce
a)
c/c c
r,N
0,1
0,
2
0,3
0,
4
0,5
0,
6
0,7
0,
8
0,9
1
f 1,N =
0,
7 +
0,3
c/c c
r,N ≤
1
0,73
0,
76
0,79
0,
82
0,85
0,
88
0,91
0,
94
0,97
1
f 2,
N =
0,
5(1
+ c
/ccr
,N) ≤
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
a)
The
edge
dis
tanc
e sh
all n
ot b
e sm
alle
r tha
n th
e m
inim
um e
dge
dist
ance
cm
in g
iven
in th
e ta
ble
with
the
setti
ng
deta
ils. T
hese
influ
enci
ng fa
ctor
s m
ust b
e co
nsid
ered
for e
very
edg
e di
stan
ce.
Infl
uen
ce o
f an
cho
r sp
acin
g a)
s/s c
r,N
0,1
0,
2
0,3
0,
4
0,5
0,
6
0,7
0,
8
0,9
1
f 3,N =
0,
5(1
+ s
/scr
,N) ≤
1
0,55
0,
60
0,65
0,
70
0,75
0,
80
0,85
0,
90
0,95
1
a)
The
anch
or s
paci
ng s
hall
not
be s
mal
ler
than
the
min
imum
anc
hor
spac
ing
s min g
iven
in t
he t
able
with
the
se
tting
det
ails
. Thi
s in
fluen
cing
fact
or m
ust b
e co
nsid
ered
for e
very
anc
hor s
paci
ng.
H
KD
| P
ush-
in a
ncho
r
2 / 2
011
185
Infl
uen
ce o
f re
info
rcem
ent
An
cho
r si
ze
M6x25 (1/4”x25)
M8x30 (5/16”x30)
M10x40 (3/8”x40)
M12x50 (1/2”x50)
M16x65 (5/8”x65)
M20x80
f re,N
=
0,5
+ h e
f/200
mm
≤ 1
0,63
a)
0,65
a)
0,7a)
0,
75a)
0,
83a)
0,
9a)
a)
This
fac
tor
appl
ies
only
for
den
se r
einf
orce
men
t. If
in t
he a
rea
of a
ncho
rage
the
re is
rei
nfor
cem
ent
with
a
spac
ing ≥
150
mm
(any
dia
met
er) o
r with
a d
iam
eter
≤ 1
0 m
m a
nd a
spa
cing
≥ 1
00 m
m, t
hen
a fa
ctor
f re,
N =
1
may
be
appl
ied.
In
flu
ence
of
ang
le b
etw
een
load
ap
plie
d a
nd
th
e d
irec
tio
n p
erp
end
icu
lar
to t
he
free
ed
ge
An
gle
ß
0° -
55
° 60
° 65
° 70
° 75
° 80
° 85
° 90
° - 18
0°
f ß
1,00
1,
07
1,14
1,
23
1,35
1,
50
1,71
2,
00
Infl
uen
ce o
f b
ase
ma
teri
al t
hic
kne
ss
h/c
0,
15
0,3
0,
45
0,6
0,
75
0,9
1,
05
1,2
1,
35
≥ 1,
5 f h
=
{h/(1
,5
c)} 2
/3 ≤
1
0,22
0,
34
0,45
0,
54
0,63
0,
71
0,79
0,
86
0,93
1,
00
Infl
uen
ce o
f an
cho
r sp
acin
g a
nd
ed
ge
dis
tan
ce a)
fo
r co
nc
rete
ed
ge
resi
stan
ce:
f 4
f 4 =
(c/
hef
)1,5
(1 +
s /
[3
c])
0,5
c/h
ef
Sin
gle
an
cho
r G
rou
p o
f tw
o a
nch
ors
s/h
ef
0.75
1.
50
2.25
3.
00
3.75
4.
50
5.25
6.
00
6.75
7.
50
8.25
9.
00
9.75
10
.50
11.25
0,
50
0,35
0,
27
0,35
0,
35
0,35
0,
35
0,35
0,
35
0,35
0,
35
0,35
0,
35
0,35
0,
35
0,35
0,
35
0,75
0,
65
0,43
0,
54
0,65
0,
65
0,65
0,
65
0,65
0,
65
0,65
0,
65
0,65
0,
65
0,65
0,
65
0,65
1,
00
1,00
0,
63
0,75
0,
88
1,00
1,
00
1,00
1,
00
1,00
1,
00
1,00
1,
00
1,00
1,
00
1,00
1,
00
1,25
1,
40
0,84
0,
98
1,12
1,
26
1,40
1,
40
1,40
1,
40
1,40
1,
40
1,40
1,
40
1,40
1,
40
1,40
1,
50
1,84
1,
07
1,22
1,
38
1,53
1,
68
1,84
1,
84
1,84
1,
84
1,84
1,
84
1,84
1,
84
1,84
1,
84
1,75
2,
32
1,32
1,
49
1,65
1,
82
1,98
2,
15
2,32
2,
32
2,32
2,
32
2,32
2,
32
2,32
2,
32
2,32
2,
00
2,83
1,
59
1,77
1,
94
2,12
2,
30
2,47
2,
65
2,83
2,
83
2,83
2,
83
2,83
2,
83
2,83
2,
83
2,25
3,
38
1,88
2,
06
2,25
2,
44
2,63
2,
81
3,00
3,
19
3,38
3,
38
3,38
3,
38
3,38
3,
38
3,38
2,
50
3,95
2,
17
2,37
2,
57
2,77
2,
96
3,16
3,
36
3,56
3,
76
3,95
3,
95
3,95
3,
95
3,95
3,
95
2,75
4,
56
2,49
2,
69
2,90
3,
11
3,32
3,
52
3,73
3,
94
4,15
4,
35
4,56
4,
56
4,56
4,
56
4,56
3,
00
5,20
2,
81
3,03
3,
25
3,46
3,
68
3,90
4,
11
4,33
4,
55
4,76
4,
98
5,20
5,
20
5,20
5,
20
3,25
5,
86
3,15
3,
38
3,61
3,
83
4,06
4,
28
4,51
4,
73
4,96
5,
18
5,41
5,
63
5,86
5,
86
5,86
3,
50
6,55
3,
51
3,74
3,
98
4,21
4,
44
4,68
4,
91
5,14
5,
38
5,61
5,
85
6,08
6,
31
6,55
6,
55
3,75
7,
26
3,87
4,
12
4,36
4,
60
4,84
5,
08
5,33
5,
57
5,81
6,
05
6,29
6,
54
6,78
7,
02
7,26
4,
00
8,00
4,
25
4,50
4,
75
5,00
5,
25
5,50
5,
75
6,00
6,
25
6,50
6,
75
7,00
7,
25
7,50
7,
75
4,25
8,
76
4,64
4,
90
5,15
5,
41
5,67
5,
93
6,18
6,
44
6,70
6,
96
7,22
7,
47
7,73
7,
99
8,25
4,
50
9,55
5,
04
5,30
5,
57
5,83
6,
10
6,36
6,
63
6,89
7,
16
7,42
7,
69
7,95
8,
22
8,49
8,
75
4,75
10
,35
5,45
5,
72
5,99
6,
27
6,54
6,
81
7,08
7,
36
7,63
7,
90
8,17
8,
45
8,72
8,
99
9,26
5,
00
11,1
8 5,
87
6,15
6,
43
6,71
6,
99
7,27
7,
55
7,83
8,
11
8,39
8,
66
8,94
9,
22
9,50
9,
78
5,25
12
,03
6,30
6,
59
6,87
7,
16
7,45
7,
73
8,02
8,
31
8,59
8,
88
9,17
9,
45
9,74
10
,02
10,31
5,
50
12,9
0 6,
74
7,04
7,
33
7,62
7,
92
8,21
8,
50
8,79
9,
09
9,38
9,
67
9,97
10
,26
10,55
10
,85
a)
The
anch
or s
paci
ng a
nd th
e ed
ge d
ista
nce
shal
l not
be
smal
ler t
han
the
min
imum
anc
hor s
paci
ng s
min a
nd th
e m
inim
um e
dge
dist
ance
cm
in.
Co
mb
ined
ten
sio
n a
nd
sh
ear
load
ing
Fo
r com
bine
d te
nsio
n an
d sh
ear l
oadi
ng s
ee s
ectio
n “A
ncho
r Des
ign”
.
Page 11 May 2013
Customer Hotline: Hong Kong 8228 8118 | Macau 00800 8228 8118 | (Mon – Fri 8:30 am – 6:00 pm / Sat 8:30 am – 1:00 pm)
Page 1 of 1
Hilti HKD Push-in Anchor
SETTING OPERATION
Hilti HKD Push-in Anchor Versions : HKD / HKD-S / HKD-SHD / HKD-SR / HKD-E
/ HKD-ER
Accessories : Hilti HSD-G setting tool
Reference : Product Information / Fastening Technology
Manual
Setting Operation: 1. Drill the hole with drill bit
2. Blow out dust and fragments
3. Install the anchor by HSD-G setting tool
4. Drive screw into anchor
Page 12 May 2013
Page 13 May 2013
Summary of Test result of Hilti HKD-S Push-in Anchor
Sample Description: [supplied by Hilti (Hong Kong) Ltd.]
Product:
Size: M6 - M20
Material:
Coating: min. 5 microns meter thick of zinc plating
Concrete Description: [supplied and tested by ETS Testconsult Ltd]
Concrete Strength: 30MPa at 26days
Mix Proportion: Grade 30/20
Laboratory Information:
Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)
Test Method: BS 5080: Part 1: 1993BS 5080: Part 2: 1986
Date Tested: Aug-05
Test Result:
Result 1 Result 2 Result 3 Result 4 Result 5 Avg.Value
Std.Dev.
Charact.Load
[kN] [kN] [kN] [kN] [kN] [kN] [kN]Tensile 11.30 11.80 13.00 12.10 12.00 12.04 0.62 9.93Shear 9.80 10.20 8.80 8.70 9.60 9.42 0.65 7.20
Tensile 13.70 13.90 13.50 14.50 13.50 13.82 0.41 12.41Shear 9.47 9.90 10.40 9.70 11.30 10.15 0.73 7.68
Tensile 17.60 16.90 19.20 17.10 16.80 17.52 0.99 14.15Shear 22.00 23.20 21.20 23.00 19.30 21.74 1.58 16.34
Tensile 22.70 22.90 22.90 21.90 23.00 22.68 0.45 21.15Shear 21.00 23.10 24.20 22.80 24.30 23.08 1.34 18.52
Tensile 39.30 36.50 37.00 39.10 39.40 38.26 1.39 33.51Shear 50.30 59.30 57.32 58.21 55.20 56.07 3.56 43.93
Tensile 51.00 49.20 48.30 51.10 56.00 51.12 2.98 40.97Shear 89.30 87.40 82.90 82.30 70.00 82.38 7.53 56.71
HKD-S M16x65
HKD-S M20x80
HKD-S M10x40
HKD-S M12x50
HKD-S M6x25
HKD-S M8x30
Size Type
HKD
Galvanized steel
Page 14 May 2013
Page 15 May 2013
Page 16 May 2013
Page 17 May 2013
Page 18 May 2013
Page 19 May 2013
Page 20 May 2013
Page 21 May 2013
Page 22 May 2013
Page 23 May 2013
Page 24 May 2013
Page 25 May 2013
Page 26 May 2013
Summary of Test result of Hilti HKD-SR Push-in Anchor
Sample Description: [supplied by Hilti (Hong Kong) Ltd.]
Product:
Size: M6 - M20
Material:
Coating: N/A
Concrete Description: [supplied and tested by ETS Testconsult Ltd]
Concrete Strength: 30MPa at 26days
Mix Proportion: Grade 30/20
Laboratory Information:
Name of Laboratory: ETS-Testconsult Ltd (HOKLAS No. 022)
Test Method: BS 5080: Part 1: 1993BS 5080: Part 2: 1986
Date Tested: Aug-05
Test Result:
Result 1 Result 2 Result 3 Result 4 Result 5 Avg.Value
Std.Dev.
Charact.Load
[kN] [kN] [kN] [kN] [kN] [kN] [kN]Tensile 12.60 10.20 10.50 11.20 10.40 10.98 0.98 7.64Shear 8.70 8.60 9.50 8.40 8.80 8.80 0.42 7.37
Tensile 19.70 16.70 13.60 16.30 15.30 16.32 2.24 8.69Shear 27.00 27.70 27.60 26.95 27.30 27.31 0.34 26.15
Tensile 20.00 20.20 24.50 20.60 21.10 21.28 1.85 14.98Shear 16.10 15.50 17.70 15.60 17.00 16.38 0.95 13.15
Tensile 26.00 23.80 28.60 24.00 25.20 25.52 1.94 18.90Shear 33.80 34.70 41.10 41.00 40.90 38.30 3.71 25.64
Tensile 38.00 44.00 42.60 47.70 49.10 44.28 4.40 29.29Shear 71.20 73.40 73.30 77.30 78.70 74.78 3.11 64.18
Tensile 63.50 58.40 49.20 51.80 55.10 55.60 5.61 36.47Shear 91.00 91.70 91.20 92.40 92.80 91.82 0.77 89.20
HKD-SR M16x65
HKD-SR M20x80
HKD-SR M10x40
HKD-SR M12x50
HKD-SR M6x25
HKD-SR M8x30
Size Type
HKD
A4 stainless steel
Page 27 May 2013
Page 28 May 2013
Page 29 May 2013
Page 30 May 2013
Page 31 May 2013
Page 32 May 2013
Page 33 May 2013
Page 34 May 2013
Page 35 May 2013
Page 36 May 2013
Page 37 May 2013
Page 38 May 2013
Page 39 May 2013
Deu
tsch
esIn
stit
ut
für
Bau
tech
nik
Ans
talt
des
öffe
ntlic
hen
Rec
hts
Kol
onne
nstr.
30
L 10
829
Berli
n G
erm
any
Tel.:
+4
9(0)
30 7
87 3
0 0
Fa
x:
+49(
0)30
787
30
320
E
-mai
l:
dibt
@di
bt.d
e In
tern
et:
ww
w.d
ibt.d
e
Mitg
lied
der E
OTA
M
embe
r of E
OTA
Eu
rop
ea
n T
ec
hn
ica
l A
pp
rov
al
ET
A-0
2/00
32
Eng
lish
trans
latio
n pr
epar
ed b
y D
IBt -
Orig
inal
ver
sion
in G
erm
an la
ngua
ge
Han
dels
beze
ichn
ung
Trad
e na
me
Hilt
i Kom
pakt
dübe
l HK
D
Hilt
i pus
h-in
anc
hor H
KD
Zula
ssun
gsin
habe
rH
olde
r of a
ppro
val
Hilt
i Akt
ieng
esel
lsch
aft
Bus
ines
s U
nit A
ncho
rs
9494
Sch
aan
ÜR
STE
NTU
M L
IEC
HTE
NS
TEIN
F
Zula
ssun
gsge
gens
tand
und
Ver
wen
dung
szw
eck
Weg
kont
rolli
ert s
prei
zend
er D
übel
aus
gal
vani
sch
verz
inkt
em
oder
nic
htro
sten
dem
Sta
hl in
den
Grö
ßen
M6,
M8,
M10
, M12
, 16
und
M20
zur
Ver
anke
rung
im u
nger
isse
nen
Bet
on
MG
ener
ic ty
pe a
nd u
se
of c
onst
ruct
ion
prod
uct
Def
orm
atio
n-co
ntro
lled
expa
nsio
n an
chor
mad
e of
gal
vani
sed
or st
ainl
ess
stee
l of s
izes
M6,
M8,
M10
, M12
, M16
and
M20
for u
se in
non
-cra
cked
on
cret
e c
Gel
tung
sdau
er:
Valid
ity:
vom
from
22 A
pril
2010
bis
to17
Oct
ober
201
2
Her
stel
lwer
kM
anuf
actu
ring
pla
nt
Hilt
i Akt
ieng
esel
lsch
aft
Die
se Z
ulas
sung
um
fass
t Th
is A
ppro
val c
onta
ins
21 S
eite
n ei
nsch
ließl
ich
13 A
nhän
ge
21 p
ages
incl
udin
g 13
ann
exes
Die
se Z
ulas
sung
ers
etzt
Th
is A
ppro
val r
epla
ces
ETA
-02/
0032
mit
Gel
tung
sdau
er v
om 1
0.10
.200
7 bi
s 17
.10.
2012
ETA-
02/0
032
with
val
idity
from
10.
10.2
007
to 1
7.10
.201
2
Eu
rop
äis
ch
e O
rga
nis
ati
on
fü
r T
ec
hn
isc
he
Zu
las
su
ng
en
Eu
rop
ea
n O
rga
nis
ati
on
fo
r T
ec
hn
ica
l A
pp
rov
als
Page
2 o
f Eur
opea
n te
chni
cal a
ppro
val E
TA-0
2/00
32, i
ssue
d on
22
Apr
il 20
10
Eng
lish
trans
latio
n pr
epar
ed b
y D
IBt
I L
EG
AL
BA
SE
S A
ND
GE
NE
RA
L C
ON
DIT
ION
S
1 Th
is
Eur
opea
n te
chni
cal
appr
oval
is
is
sued
by
D
euts
ches
In
stitu
t fü
r B
aute
chni
k in
ac
cord
ance
with
: -
Cou
ncil
Dire
ctiv
e 89
/106
/EE
C
of
21 D
ecem
ber 1
988
on
the
appr
oxim
atio
n of
la
ws,
re
gula
tions
and
adm
inis
trativ
e pr
ovis
ions
of
Mem
ber
Sta
tes
rela
ting
to c
onst
ruct
ion
prod
ucts
1 , m
odifi
ed b
y C
ounc
il D
irect
ive
93/6
8/E
EC
2 an
d R
egul
atio
n (E
C)
N°
1882
/200
3 of
the
Eur
opea
n P
arlia
men
t and
of t
he C
ounc
il3;
-G
eset
z üb
er d
as In
-Ver
kehr
-Brin
gen
von
und
den
freie
n W
aren
verk
ehr
mit
Bau
prod
ukte
n zu
r U
mse
tzun
g de
r R
icht
linie
89/
106/
EW
G d
es R
ates
vom
21.
Dez
embe
r 19
88 z
ur
Ang
leic
hung
de
r R
echt
s-
und
Ver
wal
tung
svor
schr
iften
de
r M
itglie
dsta
aten
üb
er
Bau
prod
ukte
und
and
erer
Rec
htsa
kte
der
Eur
opäi
sche
n G
emei
nsch
afte
n (B
aupr
oduk
ten-
gese
tz -
Bau
PG
) vom
28.
Apr
il 19
984 ,
as
amen
ded
by la
w o
f 31
Oct
ober
200
65;
-C
omm
on P
roce
dura
l R
ules
for
Req
uest
ing,
Pre
parin
g an
d th
e G
rant
ing
of E
urop
ean
tech
nica
l app
rova
ls s
et o
ut in
the
Ann
ex to
Com
mis
sion
Dec
isio
n 94
/23/
EC
6 ;-
Gui
delin
e fo
r E
urop
ean
tech
nica
l app
rova
l of "
Met
al a
ncho
rs fo
r us
e in
con
cret
e -
Par
t 4:
Def
orm
atio
n co
ntro
lled
expa
nsio
n an
chor
s", E
TAG
001
-04.
2
Deu
tsch
es I
nstit
ut f
ür B
aute
chni
k is
aut
horiz
ed t
o ch
eck
whe
ther
the
pro
visi
ons
of t
his
Eur
opea
n te
chni
cal a
ppro
val a
re m
et. C
heck
ing
may
take
pla
ce in
the
man
ufac
turin
g pl
ant.
Nev
erth
eles
s, th
e re
spon
sibi
lity
for
the
conf
orm
ity o
f the
pro
duct
s to
the
Eur
opea
n te
chni
cal
appr
oval
and
for
thei
r fit
ness
for
the
inte
nded
use
rem
ains
with
the
hold
er o
f the
Eur
opea
n te
chni
cal a
ppro
val.
3 Th
is E
urop
ean
tech
nica
l ap
prov
al i
s no
t to
be
trans
ferr
ed t
o m
anuf
actu
rers
or
agen
ts o
f m
anuf
actu
rers
oth
er t
han
thos
e in
dica
ted
on p
age
1, o
r m
anuf
actu
ring
plan
ts o
ther
tha
n th
ose
indi
cate
d on
pag
e 1
of th
is E
urop
ean
tech
nica
l app
rova
l. 4
This
Eur
opea
n te
chni
cal a
ppro
val m
ay b
e w
ithdr
awn
by D
euts
ches
Inst
itut f
ür B
aute
chni
k, in
pa
rticu
lar
purs
uant
to
info
rmat
ion
by t
he C
omm
issi
on a
ccor
ding
to
Arti
cle
5(1)
of
Cou
ncil
Dire
ctiv
e 89
/106
/EE
C.
5 R
epro
duct
ion
of th
is E
urop
ean
tech
nica
l app
rova
l inc
ludi
ng tr
ansm
issi
on b
y el
ectro
nic
mea
ns
shal
l be
in
full.
How
ever
, pa
rtial
rep
rodu
ctio
n ca
n be
mad
e w
ith t
he w
ritte
n co
nsen
t of
D
euts
ches
Inst
itut f
ür B
aute
chni
k. In
this
cas
e pa
rtial
rep
rodu
ctio
n ha
s to
be
desi
gnat
ed a
s su
ch.
Text
s an
d dr
awin
gs o
f ad
verti
sing
bro
chur
es s
hall
not
cont
radi
ct o
r m
isus
e th
e E
urop
ean
tech
nica
l app
rova
l. 6
The
Eur
opea
n te
chni
cal a
ppro
val i
s is
sued
by
the
appr
oval
bod
y in
its
offic
ial l
angu
age.
Thi
s ve
rsio
n co
rres
pond
s fu
lly t
o th
e ve
rsio
n ci
rcul
ated
with
in E
OTA
. Tr
ansl
atio
ns i
nto
othe
r la
ngua
ges
have
to b
e de
sign
ated
as
such
.
1
Offi
cial
Jou
rnal
of t
he E
urop
ean
Com
mun
ities
L 4
0, 1
1 Fe
brua
ry 1
989,
p. 1
2 2
O
ffici
al J
ourn
al o
f the
Eur
opea
n C
omm
uniti
es L
220
, 30
Aug
ust 1
993,
p. 1
3
O
ffici
al J
ourn
al o
f the
Eur
opea
n U
nion
L 2
84, 3
1 O
ctob
er 2
003,
p. 2
5 4
Bun
desg
eset
zbla
tt T
eil I
199
8, p
. 812
5
Bun
desg
eset
zbla
tt T
eil I
200
6, p
. 240
7, 2
416
6
Offi
cial
Jou
rnal
of t
he E
urop
ean
Com
mun
ities
L 1
7, 2
0 Ja
nuar
y 19
94, p
. 34
Z120
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Page 40 May 2013
Pag
e 3
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 A
pril
2010
En
glis
h tra
nsla
tion
prep
ared
by
DIB
t
II S
PE
CIF
IC C
ON
DIT
ION
S O
F T
HE
EU
RO
PE
AN
TE
CH
NIC
AL
AP
PR
OV
AL
1 D
efin
itio
n o
f th
e co
nst
ruct
ion
pro
du
ct a
nd
inte
nd
ed u
se
1.1
Def
init
ion
of
the
pro
du
ct
The
Hilt
i-pus
h-in
anc
hor H
KD
of s
izes
M6,
M8,
M10
, M12
, M16
and
M20
is a
n an
chor
mad
e of
gal
vani
sed
or s
tain
less
ste
el w
hich
is
plac
ed i
nto
a dr
illed
hol
e an
d an
chor
ed b
y de
form
atio
n-co
ntro
lled
expa
nsio
n.
The
anch
or c
onsi
sts
of a
n an
chor
bod
y an
d an
inte
rnal
plu
g.
An
illus
tratio
n of
the
prod
uct a
nd in
tend
ed u
se is
giv
en in
Ann
ex 1
.Th
e fix
ture
sha
ll be
anc
hore
d w
ith a
fast
enin
g sc
rew
or t
hrea
ded
rod
acco
rdin
g to
Ann
ex 5
.
1.2
Inte
nd
ed u
se
The
anch
or is
inte
nded
to
be u
sed
for
anch
orag
es f
or w
hich
req
uire
men
ts f
or m
echa
nica
l re
sist
ance
and
sta
bilit
y an
d sa
fety
in u
se in
the
sens
e of
the
Ess
entia
l Req
uire
men
ts 1
and
4
of C
ounc
il D
irect
ive
89/1
06 E
EC
sha
ll be
fulfi
lled
and
failu
re o
f anc
hora
ges
mad
e w
ith th
ese
prod
ucts
w
ould
ca
use
risk
to
hum
an
life
and/
or
lead
to
co
nsid
erab
le
econ
omic
co
nseq
uenc
es. T
he a
ncho
r is
to b
e us
ed o
nly
for a
ncho
rage
s su
bjec
t to
stat
ic o
r qua
si-s
tatic
lo
adin
g in
rei
nfor
ced
or u
nrei
nfor
ced
norm
al w
eigh
t co
ncre
te o
f st
reng
th c
lass
es C
20/2
5 at
m
inim
um a
nd C
50/6
0 at
mos
t acc
ordi
ng to
EN
206
-1:2
000-
12.
It m
ay b
e an
chor
ed in
non
-cra
cked
con
cret
e on
ly.
Anc
hor
mad
e of
gal
vani
sed
stee
l (H
ilti H
KD
, HK
D-w
oL, H
KD
-S, H
KD
-E):
Th
e an
chor
mad
e of
gal
vani
sed
stee
l may
onl
y be
use
d in
stru
ctur
es s
ubje
ct t
o dr
y in
tern
al c
ondi
tions
. A
ncho
r m
ade
of s
tain
less
ste
el (
Hilt
i HK
D-S
R, H
KD
-ER
):
The
anch
or m
ade
of s
tain
less
ste
el m
ay b
e us
ed in
stru
ctur
es s
ubje
ct t
o dr
y in
tern
al
cond
ition
s an
d al
so in
stru
ctur
es s
ubje
ct t
o ex
tern
al a
tmos
pher
ic e
xpos
ure
(incl
udin
g in
dust
rial
and
mar
ine
envi
ronm
ent),
or
ex
posu
re
in
perm
anen
tly
dam
p in
tern
al
cond
ition
s, i
f no
par
ticul
ar a
ggre
ssiv
e co
nditi
ons
exis
t. S
uch
parti
cula
r ag
gres
sive
co
nditi
ons
are
e.g.
per
man
ent,
alte
rnat
ing
imm
ersi
on in
sea
wat
er o
r the
spl
ash
zone
of
seaw
ater
, chl
orid
e at
mos
pher
e of
indo
or s
wim
min
g po
ols
or a
tmos
pher
e w
ith e
xtre
me
chem
ical
pol
lutio
n (e
. g.
in
desu
lphu
rizat
ion
plan
ts o
r ro
ad t
unne
ls w
here
de-
icin
g m
ater
ials
are
use
d).
The
prov
isio
ns m
ade
in th
is E
urop
ean
tech
nica
l app
rova
l are
bas
ed o
n an
ass
umed
inte
nded
w
orki
ng li
fe o
f th
e an
chor
of
50 y
ears
. Th
e in
dica
tions
giv
en o
n th
e w
orki
ng li
fe c
anno
t be
in
terp
rete
d as
a g
uara
ntee
giv
en b
y th
e pr
oduc
er, b
ut a
re to
be
rega
rded
onl
y as
a m
eans
for
choo
sing
the
right
pro
duct
s in
rel
atio
n to
the
expe
cted
eco
nom
ical
ly r
easo
nabl
e w
orki
ng li
fe
of th
e w
orks
.
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Page
4 o
f Eur
opea
n te
chni
cal a
ppro
val E
TA-0
2/00
32, i
ssue
d on
22
Apr
il 20
10
Eng
lish
trans
latio
n pr
epar
ed b
y D
IBt
2 C
har
acte
rist
ics
of
the
pro
du
ct a
nd
met
ho
ds
of
veri
fica
tio
n
2.1
Ch
arac
teri
stic
s o
f th
e p
rod
uct
The
anch
or c
orre
spon
ds t
o th
e dr
awin
gs a
nd p
rovi
sion
s gi
ven
in A
nnex
es 1
to
3. T
he
char
acte
ristic
mat
eria
l va
lues
, di
men
sion
s an
d to
lera
nces
of
the
anch
or n
ot i
ndic
ated
in
Ann
exes
1 t
o 3
shal
l co
rres
pond
to
the
resp
ectiv
e va
lues
lai
d do
wn
in t
he t
echn
ical
do
cum
enta
tion7
of t
his
Eur
opea
n te
chni
cal a
ppro
val.
The
char
acte
ristic
val
ues
for t
he d
esig
n of
anc
hora
ges
are
give
n in
Ann
exes
7 to
13.
Th
e fo
llow
ing
desi
gnat
ions
are
use
d fo
r diff
eren
t anc
hor v
ersi
ons
(see
Ann
ex 1
): -
HK
Dco
ld fo
rmed
anc
hor m
ade
of g
alva
nise
d st
eel w
ith li
p-
HK
D-w
oLco
ld fo
rmed
anc
hor m
ade
of g
alva
nise
d st
eel w
ithou
t lip
-
HK
D-S
mac
hine
d an
chor
mad
e of
gal
vani
sed
stee
l with
lip
-H
KD
-SR
mac
hine
d an
chor
mad
e of
sta
inle
ss s
teel
with
lip
-H
KD
-Em
achi
ned
anch
or m
ade
of g
alva
nise
d st
eel w
ithou
t lip
-
HK
D-E
Rm
achi
ned
anch
or m
ade
of s
tain
less
ste
el w
ithou
t lip
E
ach
anch
or i
s m
arke
d w
ith t
he i
dent
ifyin
g m
ark
of t
he p
rodu
cer,
the
anch
or i
dent
ity,
the
thre
ad s
ize,
the
effe
ctiv
e an
chor
age
dept
h (h
ef)
and
the
oute
r di
amet
er o
f th
e an
chor
bod
y (Ø
d1)
acc
ordi
ng to
Ann
ex 1
. In
addi
tion,
the
anch
or b
ody
for a
ncho
r siz
e M
8x40
and
M10
x40
are
mar
ked
on t
he t
op o
f th
e an
chor
bod
y ac
cord
ing
to A
nnex
2.
The
anch
or m
ade
of
stai
nles
s st
eel i
s m
arke
d w
ith th
e ad
ditio
nal l
ette
r "R
". Th
e an
chor
sha
ll on
ly b
e pa
ckag
ed a
nd s
uppl
ied
as a
com
plet
e un
it.
2.2
Met
ho
ds
of
veri
fica
tio
n
Th
e as
sess
men
t of f
itnes
s of
the
anch
or fo
r th
e in
tend
ed u
se in
rel
atio
n to
the
requ
irem
ents
fo
r m
echa
nica
l re
sist
ance
and
sta
bilit
y an
d sa
fety
in
use
in t
he s
ense
of
the
Ess
entia
l R
equi
rem
ents
1 a
nd 4
has
bee
n m
ade
in a
ccor
danc
e w
ith t
he "
Gui
delin
e fo
r E
urop
ean
tech
nica
l app
rova
l of
Met
al A
ncho
rs f
or U
se in
Con
cret
e",
Par
t 1
"Anc
hors
in g
ener
al"
and
Par
t 4 "D
efor
mat
ion-
cont
rolle
d ex
pans
ion
anch
ors"
on
the
basi
s of
Opt
ion
7.
In
add
ition
to
the
spec
ific
clau
ses
rela
ting
to d
ange
rous
sub
stan
ces
cont
aine
d in
thi
s E
urop
ean
tech
nica
l ap
prov
al,
ther
e m
ay b
e ot
her
requ
irem
ents
app
licab
le t
o th
e pr
oduc
ts
falli
ng w
ithin
its
scop
e (e
.g.
trans
pose
d E
urop
ean
legi
slat
ion
and
natio
nal l
aws,
reg
ulat
ions
an
d ad
min
istra
tive
prov
isio
ns).
In o
rder
to m
eet t
he p
rovi
sion
s of
the
Con
stru
ctio
n P
rodu
cts
Dire
ctiv
e, th
ese
requ
irem
ents
nee
d al
so to
be
com
plie
d w
ith, w
hen
and
whe
re th
ey a
pply
.
7
The
tech
nica
l do
cum
enta
tion
of t
his
Euro
pean
tec
hnic
al a
ppro
val
is d
epos
ited
at t
he D
euts
ches
Ins
titut
für
B
aute
chni
k an
d, a
s fa
r as
rel
evan
t for
the
task
s of
the
appr
oved
bod
ies
invo
lved
in th
e at
test
atio
n of
con
form
ity
proc
edur
e, is
han
ded
over
to th
e ap
prov
ed b
odie
s.
Z120
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.01-
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Page 41 May 2013
Pag
e 5
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 A
pril
2010
En
glis
h tra
nsla
tion
prep
ared
by
DIB
t
3 E
valu
atio
n a
nd
att
esta
tio
n o
f co
nfo
rmit
y an
d C
E m
arki
ng
3.1
Sys
tem
of
atte
stat
ion
of
con
form
ity
A
ccor
ding
to th
e D
ecis
ion
89/1
06/E
EC
of t
he E
urop
ean
Com
mis
sion
8 sy
stem
2(i)
(ref
erre
d to
as
Sys
tem
1) o
f the
atte
stat
ion
of c
onfo
rmity
app
lies.
This
sys
tem
of a
ttest
atio
n of
con
form
ity is
def
ined
as
follo
ws:
S
yste
m 1
: Cer
tific
atio
n of
the
conf
orm
ity o
f the
pro
duct
by
an a
ppro
ved
certi
ficat
ion
body
on
the
basi
s of
:
(a)
Task
s fo
r the
man
ufac
ture
r: (1
) fa
ctor
y pr
oduc
tion
cont
rol;
(2)
furth
er te
stin
g of
sam
ples
take
n at
the
fact
ory
by th
e m
anuf
actu
rer i
n ac
cord
ance
w
ith th
e co
ntro
l pla
n;
(b
) Ta
sks
for t
he a
ppro
ved
body
: (3
) in
itial
type
-test
ing
of th
e pr
oduc
t; (4
) in
itial
insp
ectio
n of
fact
ory
and
of fa
ctor
y pr
oduc
tion
cont
rol;
(5)
cont
inuo
us s
urve
illan
ce, a
sses
smen
t and
app
rova
l of f
acto
ry p
rodu
ctio
n co
ntro
l.
Not
e: A
ppro
ved
bodi
es a
re a
lso
refe
rred
to a
s "n
otifi
ed b
odie
s".
3.2
Res
po
nsi
bil
itie
s
3.2.
1 Ta
sks
for t
he m
anuf
actu
rer
3.2.
1.1
Fact
ory
prod
uctio
n co
ntro
l
The
man
ufac
ture
r sh
all e
xerc
ise
perm
anen
t int
erna
l con
trol o
f pro
duct
ion.
All
the
elem
ents
, re
quire
men
ts a
nd p
rovi
sion
s ad
opte
d by
the
man
ufac
ture
r sh
all
be d
ocum
ente
d in
a
syst
emat
ic m
anne
r in
the
form
of w
ritte
n po
licie
s an
d pr
oced
ures
, inc
ludi
ng re
cord
s of
resu
lts
perfo
rmed
. Thi
s pr
oduc
tion
cont
rol s
yste
m s
hall
insu
re th
at th
e pr
oduc
t is
in c
onfo
rmity
with
th
is E
urop
ean
tech
nica
l app
rova
l.
The
man
ufac
ture
r m
ay o
nly
use
initi
al/ra
w/c
onst
ituen
t m
ater
ials
stat
ed i
n th
e te
chni
cal
docu
men
tatio
n of
this
Eur
opea
n te
chni
cal a
ppro
val.
Th
e fa
ctor
y pr
oduc
tion
cont
rol s
hall
be in
acc
orda
nce
with
the
con
trol p
lan
whi
ch is
par
t of
th
e te
chni
cal
docu
men
tatio
n of
thi
s E
urop
ean
tech
nica
l ap
prov
al.
The
cont
rol
plan
is l
aid
dow
n in
the
con
text
of
the
fact
ory
prod
uctio
n co
ntro
l sys
tem
ope
rate
d by
the
man
ufac
ture
r an
d de
posi
ted
with
Deu
tsch
es In
stitu
t für
Bau
tech
nik.
9
Th
e re
sults
of f
acto
ry p
rodu
ctio
n co
ntro
l sha
ll be
reco
rded
and
eva
luat
ed in
acc
orda
nce
with
th
e pr
ovis
ions
of t
he c
ontro
l pla
n.
3.2.
1.2
Oth
er ta
sks
for t
he m
anuf
actu
rer
Th
e m
anuf
actu
rer
shal
l, on
the
basi
s of
a c
ontra
ct, i
nvol
ve a
bod
y w
hich
is a
ppro
ved
for
the
task
s re
ferr
ed to
in s
ectio
n 3.
1 in
the
field
of a
ncho
rs in
ord
er to
und
erta
ke th
e ac
tions
laid
do
wn
in s
ectio
n 3.
2.2
For
this
pur
pose
, th
e co
ntro
l pla
n re
ferr
ed t
o in
sec
tions
3.2
.1.1
and
3.
2.2
shal
l be
hand
ed o
ver b
y th
e m
anuf
actu
rer t
o th
e ap
prov
ed b
ody
invo
lved
.
The
man
ufac
ture
r sh
all
mak
e a
decl
arat
ion
of c
onfo
rmity
, st
atin
g th
at t
he c
onst
ruct
ion
prod
uct i
s in
con
form
ity w
ith th
e pr
ovis
ions
of t
his
Eur
opea
n te
chni
cal a
ppro
val.
8
Offi
cial
Jou
rnal
of t
he E
urop
ean
Com
mun
ities
L 2
54 o
f 08.
10.1
996
9
The
cont
rol p
lan
is a
con
fiden
tial p
art o
f the
Eur
opea
n te
chni
cal a
ppro
val a
nd o
nly
hand
ed o
ver
to th
e ap
prov
ed
body
invo
lved
in th
e pr
oced
ure
of a
ttest
atio
n of
con
form
ity. S
ee s
ectio
n 3.
2.2.
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opea
n te
chni
cal a
ppro
val E
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32, i
ssue
d on
22
Apr
il 20
10
Eng
lish
trans
latio
n pr
epar
ed b
y D
IBt
3.2.
2 Ta
sks
for t
he a
ppro
ved
bodi
es
Th
e ap
prov
ed b
ody
shal
l per
form
the
-in
itial
type
-test
ing
of th
e pr
oduc
t,-
initi
al in
spec
tion
of fa
ctor
y an
d of
fact
ory
prod
uctio
n co
ntro
l, -
cont
inuo
us s
urve
illan
ce, a
sses
smen
t and
app
rova
l of f
acto
ry p
rodu
ctio
n co
ntro
l
in a
ccor
danc
e w
ith th
e pr
ovis
ions
laid
dow
n in
the
cont
rol p
lan.
The
appr
oved
bod
y sh
all r
etai
n th
e es
sent
ial p
oint
s of
its
actio
ns re
ferr
ed to
abo
ve a
nd s
tate
th
e re
sults
obt
aine
d an
d co
nclu
sion
s dr
awn
in a
writ
ten
repo
rt.
Th
e ap
prov
ed c
ertif
icat
ion
body
invo
lved
by
the
man
ufac
ture
r sha
ll is
sue
an E
C c
ertif
icat
e of
co
nfor
mity
of t
he p
rodu
ct s
tatin
g th
e co
nfor
mity
with
the
prov
isio
ns o
f thi
s E
urop
ean
tech
nica
l ap
prov
al.
In
cas
es w
here
the
prov
isio
ns o
f the
Eur
opea
n te
chni
cal a
ppro
val a
nd it
s co
ntro
l pla
n ar
e no
lo
nger
ful
fille
d th
e ce
rtific
atio
n bo
dy s
hall
with
draw
the
cer
tific
ate
of c
onfo
rmity
and
info
rm
Deu
tsch
es In
stitu
t für
Bau
tech
nik
with
out d
elay
.
3.3
CE
mar
kin
g
Th
e C
E m
arki
ng s
hall
be a
ffixe
d on
the
...(p
rodu
ct it
self
- ind
icat
e w
here
on
the
prod
uct,
if ne
cess
ary
- or t
he la
bel a
ttach
ed to
it; p
acka
ging
; acc
ompa
nyin
g co
mm
erci
al d
ocum
ent,
e.g.
th
e E
C d
ecla
ratio
n of
con
form
ity).
The
lette
rs "
CE
" sh
all
be f
ollo
wed
by
the
iden
tific
atio
n nu
mbe
r of
the
app
rove
d ce
rtific
atio
n bo
dy,
whe
re r
elev
ant,
and
be a
ccom
pani
ed b
y th
e fo
llow
ing
addi
tiona
l inf
orm
atio
n:
-th
e na
me
and
addr
ess
of th
e pr
oduc
er (l
egal
ent
ity re
spon
sibl
e fo
r the
man
ufac
ture
), -
the
last
two
digi
ts o
f the
yea
r in
whi
ch th
e C
E m
arki
ng w
as a
ffixe
d,
-th
e nu
mbe
r of t
he E
C c
ertif
icat
e of
con
form
ity fo
r the
pro
duct
, -
the
num
ber o
f the
Eur
opea
n te
chni
cal a
ppro
val,
-th
e nu
mbe
r of t
he g
uide
line
for E
urop
ean
tech
nica
l app
rova
l, -
use
cate
gory
(ETA
G 0
01-1
, opt
ion
7),
-si
ze.
4 A
ssu
mp
tio
ns
un
der
wh
ich
th
e fi
tnes
s o
f th
e p
rod
uct
fo
r th
e in
ten
ded
use
was
fa
vou
rab
ly a
sses
sed
4.1
Man
ufa
ctu
rin
g
Th
e E
urop
ean
tech
nica
l ap
prov
al
is
issu
ed
for
the
prod
uct
on
the
basi
s of
ag
reed
da
ta/in
form
atio
n, d
epos
ited
with
Deu
tsch
es I
nstit
ut f
ür B
aute
chni
k, w
hich
ide
ntifi
es t
he
prod
uct t
hat h
as b
een
asse
ssed
and
judg
ed. C
hang
es to
the
prod
uct o
r pro
duct
ion
proc
ess,
w
hich
cou
ld r
esul
t in
thi
s de
posi
ted
data
/info
rmat
ion
bein
g in
corr
ect,
shou
ld b
e no
tifie
d to
D
euts
ches
Inst
itut f
ür B
aute
chni
k be
fore
the
chan
ges
are
intro
duce
d. D
euts
ches
Inst
itut f
ür
Bau
tech
nik
will
dec
ide
whe
ther
or
not
such
cha
nges
affe
ct t
he a
ppro
val a
nd c
onse
quen
tly
the
valid
ity o
f th
e C
E m
arki
ng o
n th
e ba
sis
of t
he a
ppro
val
and
if so
whe
ther
fur
ther
as
sess
men
t or a
ltera
tions
to th
e ap
prov
al s
hall
be n
eces
sary
.
4.2
Des
ign
of
anch
ora
ges
The
fitne
ss o
f the
anc
hor f
or th
e in
tend
ed u
se is
giv
en u
nder
the
follo
win
g co
nditi
ons:
Th
e an
chor
ages
are
des
igne
d in
acc
orda
nce
with
the
"G
uide
line
for
Eur
opea
n te
chni
cal
appr
oval
of M
etal
Anc
hors
for U
se in
Con
cret
e", A
nnex
C, M
etho
d A
und
er th
e re
spon
sibi
lity
of a
n en
gine
er e
xper
ienc
ed in
anc
hora
ges
and
conc
rete
wor
k.
Z120
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09
Page 42 May 2013
Pag
e 7
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 A
pril
2010
En
glis
h tra
nsla
tion
prep
ared
by
DIB
t
Ver
ifiab
le c
alcu
latio
n no
tes
and
draw
ings
are
pre
pare
d ta
king
acc
ount
of
the
load
s to
be
anch
ored
.Th
e po
sitio
n of
the
anch
or is
indi
cate
d on
the
desi
gn d
raw
ings
(e.
g. p
ositi
on o
f the
anc
hor
rela
tive
to re
info
rcem
ent o
r to
supp
orts
). Th
e m
inim
um s
treng
th c
lass
and
the
min
imum
scr
ewin
g de
pth
of th
e fa
sten
ing
scre
w o
r th
e th
read
ed r
od fo
r in
stal
latio
n of
the
fixtu
re s
hall
mee
t the
req
uire
men
ts a
ccor
ding
to A
nnex
5.
The
leng
th o
f th
e fa
sten
ing
scre
w s
hall
be d
efin
ed t
akin
g in
to a
ccou
nt a
vaila
ble
thre
ad
leng
th, t
he m
inim
um s
crew
ing
dept
h, th
e th
ickn
ess
of fi
xtur
e an
d to
lera
nces
of m
embe
r an
d fix
ture
.
4.3
Inst
alla
tio
n o
f an
cho
rs
The
fitne
ss fo
r use
of t
he a
ncho
r can
onl
y be
ass
umed
if th
e an
chor
is in
stal
led
as fo
llow
s:
-A
ncho
r in
stal
latio
n ca
rrie
d ou
t by
ap
prop
riate
ly
qual
ified
pe
rson
nel
and
unde
r th
e su
perv
isio
n of
the
pers
on re
spon
sibl
e fo
r tec
hnic
al m
atte
rs o
f the
site
. -
Use
of
th
e an
chor
on
ly
as
supp
lied
by
the
man
ufac
ture
r w
ithou
t ex
chan
ging
th
e co
mpo
nent
s of
an
anch
or.
-C
heck
s be
fore
pla
cing
the
anc
hor
to e
nsur
e th
at t
he s
treng
th c
lass
of
the
conc
rete
in
whi
ch t
he a
ncho
r is
to
be p
lace
d is
in t
he r
ange
giv
en a
nd is
not
low
er t
han
that
of
the
conc
rete
to w
hich
the
char
acte
ristic
load
s ap
ply.
-C
heck
of c
oncr
ete
bein
g w
ell c
ompa
cted
, e. g
. with
out s
igni
fican
t voi
ds.
-P
ositi
onin
g of
the
drill
hol
es w
ithou
t dam
agin
g th
e re
info
rcem
ent.
-D
rill h
ole
by h
amm
er d
rillin
g on
ly.
-C
lean
ing
of th
e ho
le o
f dril
ling
dust
. -
Edg
e di
stan
ce a
nd s
paci
ng n
ot le
ss th
an th
e sp
ecifi
ed v
alue
s w
ithou
t min
us to
lera
nces
. -
In c
ase
of a
borte
d ho
le: n
ew d
rillin
g at
a m
inim
um d
ista
nce
away
of t
wic
e th
e de
pth
of th
e ab
orte
d ho
le o
r sm
alle
r di
stan
ce if
the
abor
ted
drill
hol
e is
fille
d w
ith h
igh
stre
ngth
mor
tar
and
if un
der s
hear
or o
bliq
ue te
nsio
n lo
ad it
is n
ot in
the
dire
ctio
n of
load
app
licat
ion.
-
Anc
hor i
nsta
llatio
n ac
c. to
man
ufac
ture
r's in
stru
ctio
ns g
iven
in A
nnex
6.
-A
ncho
r ex
pans
ion
by im
pact
on
the
plug
usi
ng t
he s
ettin
g to
ols
give
n in
Ann
ex 4
. Th
e an
chor
is p
rope
rly s
et if
the
stop
of t
he p
in r
each
es th
e an
chor
bod
y, a
nd th
e im
pres
sion
of
the
man
ual s
ettin
g to
ol H
SD
-G is
vis
ible
as
illus
trate
d in
Ann
ex 4
.-
The
fast
enin
g sc
rew
or
thre
aded
rod
sha
ll co
rres
pond
to
the
requ
irem
ents
giv
en i
n A
nnex
5.
-In
stal
latio
n to
rque
mom
ents
are
not
req
uire
d fo
r fu
nctio
ning
of t
he a
ncho
r. H
owev
er, t
he
torq
ue m
omen
ts g
iven
in A
nnex
5 m
ust n
ot b
e ex
ceed
ed.
5 In
dic
atio
ns
to t
he
man
ufa
ctu
rer
It is
in t
he r
espo
nsib
ility
of
the
man
ufac
ture
r to
ens
ure
that
the
info
rmat
ion
on t
he s
peci
fic
cond
ition
s ac
cord
ing
to 1
and
2 in
clud
ing
Ann
exes
ref
erre
d to
and
4.2
and
4.3
is g
iven
to
thos
e w
ho a
re c
once
rned
. Thi
s in
form
atio
n m
ay b
e m
ade
by r
epro
duct
ion
of th
e re
spec
tive
parts
of
the
Eur
opea
n te
chni
cal
appr
oval
. In
add
ition
all
inst
alla
tion
data
sha
ll be
sho
wn
clea
rly
on
the
pack
age
and/
or
on
an
encl
osed
in
stru
ctio
n sh
eet,
pref
erab
ly
usin
g ill
ustra
tion(
s).
The
min
imum
dat
a re
quire
d ar
e:
-dr
ill b
it di
amet
er,
-th
read
dia
met
er,
-m
inim
um e
ffect
ive
anch
orag
e de
pth,
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Page
8 o
f Eur
opea
n te
chni
cal a
ppro
val E
TA-0
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32, i
ssue
d on
22
Apr
il 20
10
Eng
lish
trans
latio
n pr
epar
ed b
y D
IBt
Z120
81.1
0D
eu
tsc
he
s I
ns
titu
t fü
r B
au
tec
hn
ik
8.06
.01-
249/
09
-av
aila
ble
thre
ad le
ngth
and
min
imum
scr
ewin
g de
pth
of th
e fa
sten
ing
scre
w o
r th
read
ed
rod,
-m
inim
um s
treng
th c
lass
of t
he s
crew
or t
hrea
ded
rod
acco
rdin
g to
EN
ISO
898
-1
-m
inim
um h
ole
dept
h,
-to
rque
mom
ent,
-in
form
atio
n on
the
ins
talla
tion
proc
edur
e, i
nclu
ding
cle
anin
g of
the
hol
e, p
refe
rabl
y by
m
eans
of a
n ill
ustra
tion,
-
refe
renc
e to
any
spe
cial
inst
alla
tion
equi
pmen
t nee
ded,
-
iden
tific
atio
n of
the
man
ufac
turin
g ba
tch.
A
ll da
ta s
hall
be p
rese
nted
in a
cle
ar a
nd e
xplic
it fo
rm.
Dip
l.-In
g. G
eorg
Fei
stel
be
glau
bigt
Hea
d of
Div
isio
n C
onst
ruct
ion
Eng
inee
ring
Lang
eof
Deu
tsch
es In
stitu
t für
Bau
tech
nik
Ber
lin, 2
2 A
pril
2010
Page 43 May 2013
Page
9 o
f Eur
opea
n te
chni
cal a
ppro
val E
TA-0
2/00
32, i
ssue
d on
22
April
201
0
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
1
of E
urop
ean
Pro
du
ct a
nd
in
ten
ded
use
te
chni
cal a
ppro
val
E
TA
-02/
0032
Hilt
i pu
sh-i
n a
nch
or
HK
D
for
use
in n
on
-cra
cked
co
ncr
ete
lip
anch
or
bod
y
inte
rnal
thre
ad
ex
pan
sion
plu
g
top
view
bo
ttom
vie
w
Inte
nd
ed u
se:
Mar
kin
g:
HK
D
HK
D-w
oL
H
KD
-S /
HK
D-E
/
HK
D-S
R
HK
D-E
R
HK
D
HK
D-w
oL
HK
D-S
HKD
-E
HK
D M
8 x
30
H
KD
-woL
M8
x 30
HK
D-S
M6
x 30
ø8
HKD
-E M
6 x 3
0 ø8
HK
D M
8 x
40
H
KD
-woL
M8
x 40
HK
D-S
M8
x 30
ø10
HKD
-E M
8 x 3
0 ø1
0 H
KD
M10
x 3
0
HK
D-w
oL M
10 x
30
H
KD
-S M
8 x 4
0 ø1
0
H
KD-E
M8
x 40
ø10
HK
D M
10 x
40
H
KD
-woL
M10
x 4
0
HK
D-S
M10
x 30
ø12
H
KD-E
M10
x 30
ø12
H
KD
M12
x 5
0
HK
D-w
oL M
12 x
50
H
KD
-S M
10 x
40 ø
12
HKD
-E M
10 x
40 ø
12
HK
D M
16 x
65
H
KD
-woL
M16
x 6
5
HK
D-S
M12
x 50
ø15
H
KD-E
M12
x 50
ø15
H
KD
M20
x 8
0
HK
D-w
oL M
20 x
80
H
KD
-S M
16 x
65 ø
20
HKD
-E M
16 x
65 ø
20
HKD
-S M
20 x
80 ø
25
HKD
-E M
20 x
80 ø
25
HKD
-SR
HKD
-ER
H
KD-S
R M
6 x 3
0 ø8
H
KD-E
R M
6 x 3
0 ø
8
H
KD-S
R M
8 x 3
0 ø1
0
H
KD
-ER
M8
x 30
ø 8
HKD
-SR
M10
x 40
ø12
HK
D-E
R M
10 x
40 ø
12
HKD
-SR
M12
x 50
ø15
HK
D-E
R M
12 x
50
ø15
conc
rete
C20
/25
to C
50/6
0
Page
10
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 Ap
ril 2
010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
2
of E
urop
ean
Id
enti
fica
tio
n a
fter
in
stal
lati
on
te
chni
cal a
ppro
val
ET
A-0
2/00
32
Id
enti
fica
tio
n a
fter
in
stal
lati
on
Tab
le 1
: Id
enti
fica
tio
n H
KD
an
d H
KD
-wo
L
Siz
e
setti
ng to
ol
top
view
HKD
M8x
30
H
SD
-G M
8 x
25/3
0
HKD
M8x
40
H
SD
-G M
8 x
40
HKD
M10
x30
H
SD-G
M10
x 2
5/30
HKD
M10
x40
H
SD-G
M10
x 4
0
HKD
M12
x50
H
SD-G
M12
x 5
0
HKD
M16
x65
H
SD-G
M16
x 6
5
HKD
M20
x80
H
SD-G
M20
x 8
0
Iden
tifi
cati
on
HK
D-E
(R)
and
HK
D-S
(R)
each
anc
hor c
an b
e id
entif
ied
with
set
ting
tool
afte
r ins
talla
tion
ad
ditio
nal m
arki
ng o
n en
d-fa
ce fo
r M8x
40 a
nd M
10x4
0
Page 44 May 2013
Pag
e 11
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 A
pril
2010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
3
of E
urop
ean
Mat
eria
ls a
nd
dim
ensi
on
s te
chni
cal a
ppro
val
E
TA
-02/
0032
T
able
2: M
ater
ials
HK
D;
HK
D-w
oL
de
sign
atio
n m
ater
ial
1 an
chor
bod
y co
ld fo
rmed
ste
el –
gal
vani
sed
to
5
m,
EN
100
84 o
r EN
101
11
2 ex
pans
ion
plug
co
ld fo
rmed
ste
el,
EN
100
84 o
r EN
101
11
HK
D-S
; H
KD
-E
de
sign
atio
n m
ater
ial
1 an
chor
bod
y st
eel F
e/Zn
5 (g
alva
nise
d to
5
m
),
EN
100
87, E
N 1
0277
-3
2 ex
pans
ion
plug
st
eel 1
.021
3, E
N 1
0263
-2
or s
teel
1.0
204,
DIN
171
11
HK
D-S
R;
HK
D-E
R
de
sign
atio
n m
ater
ial
1 an
chor
bod
y
2 ex
pans
ion
plug
stai
nles
s st
eel,
1.44
01, 1
.440
4 or
1.4
571
EN
100
88-3
1
an
chor
bod
y
2
ex
pans
ion
plug
l G
ød1
ød2
l 1
ød2
l 1
Tab
le 3
: D
imen
sio
ns an
chor
siz
e l G
[m
m]
Ød 1
[m
m]
Ød 2
[m
m]
l 1 [m
m]
M6x
30
30
8 5
15
M8x
30
30
9,95
6,
5 12
M
8x40
40
9,
95
6,35
16
M
10x3
0 30
11
,80
8,2
12
M10
x40
40
11,9
5 8,
2 16
M
12x5
0 50
14
,90
10,3
20
M
16x6
5 60
19
,75
13,8
29
M
20x8
080
24
,75
16,4
30
page
12
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 A
pril
2010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
4
of E
urop
ean
Set
tin
g t
oo
ls
tech
nica
l app
rova
l
ET
A-0
2/00
32
Man
ual
set
tin
g t
oo
l HS
D-G
M..
x h e
f
ød3
ød4
l 2
h ef
Inst
alla
tion
cont
rol w
ithm
anua
l set
ting
tool
mar
king
fro
m s
ettin
g
an
chor
gau
ge w
ith im
prin
t M..x
hef (a
ssig
ned
anch
or)
th
e re
cess
leng
th c
orre
spon
ds to
the
anch
or le
ngth
hef
M
ach
ine
sett
ing
to
ol
HS
D-M
M..
x h e
f
ød3
ød4
l 2 c
onne
ctio
n en
d m
arki
ng H
SD
-M M
..x h
ef (a
ssig
ned
anch
or)
M
ach
ine
sett
ing
to
ol
HS
D-T
E C
X M
.. x
h ef
mar
king
HS
D-T
E C
X M
..x h
ef (a
ssig
ned
anch
or)
ød3
ød4
l 2
conn
ectio
n en
d
Tab
le 4
: D
imen
sio
ns
of
the
sett
ing
to
ols
sett
ing
to
ol H
SD
/ H
SG
Ød
3 [
mm
] Ød
4 [
mm
] l 2
[m
m]
M6x
30
7,5
5,0
15
M8x
30
9,5
6,5
18
M8x
40
9,5
6,5
28
M10
x30
11,5
8,
0 18
M
10x4
0 11
,5
8,0
24
M12
x50
14,5
10
,2
30
M16
x65
18,0
13
,5
36
M20
x80
22,0
16
,5
50
drill
bit
rubb
er ri
ng
Page 45 May 2013
page
13
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 Ap
ril 2
010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
5
of E
urop
ean
In
stal
lati
on
dat
a
tech
nica
l app
rova
l
ET
A-0
2/00
32
h ef
h 1
t fix
l s
d0
d f
Inst
alla
tio
n d
ata
Fas
ten
ing
scr
ew o
r th
read
ed r
od
:
For a
ncho
r mad
e of
gal
vani
sed
stee
l (H
KD
, HK
D-w
oL, H
KD
-E a
nd H
KD
-S) t
he p
rope
rty c
lass
is 4
.6 /
5.6
/ 5.
8 or
8.8
acc
ordi
ng to
EN
ISO
898
-1 to
use
. Fo
r anc
hor m
ade
of s
tain
less
ste
el (H
KD
-ER
and
HK
D-S
R) t
he m
inim
um p
rope
rty c
lass
is A
4-70
ac
cord
ing
EN
ISO
350
6 to
use
. M
inim
um
scr
ew d
epth
l s,m
in: T
he le
ngth
of t
he s
crew
sha
ll be
det
erm
ined
dep
endi
ng o
n th
ickn
ess
of
fixtu
re t f
ix, a
dmis
sibl
e to
lera
nces
and
ava
ilabl
e th
read
leng
th l s
,max
as
wel
l as
min
imum
scr
ew d
epth
l s,m
in .
Tab
le 5
: In
stal
lati
on
dat
a an
chor
si
ze
drill
hole
di
amet
er
thre
ad
diam
eter
drill
hole
de
pth
effe
ctiv
e an
chor
age
dept
h
max
imum
-sc
rew
ing
dept
h
min
imum
- sc
rew
ing
dept
h
tight
enin
g to
rque
cl
eara
nce
hol
e di
amet
er
d
0 [m
m]
d
[mm
] h
1 [m
m]
hef
[m
m]
l s,m
ax
[mm
] l s
,min
[m
m]
max
. Tin
st
[Nm
] d
f [m
m]
M6x
308
6 32
30
12
,5
6 4
7
M8x
3010
8
33
30
14,5
8
8 9
M8x
4010
8
43
40
17,5
8
8 9
M10
x301
)12
10
33
30
12
,7
10
15
12
M10
x40
12
10
43
40
18,0
10
15
12
M12
x50
15
12
54
50
23,5
12
35
14
M16
x65
20
16
70
65
30,5
16
60
18
M20
x80
25
20
85
80
42,0
20
10
0 22
1)
with
anc
hor s
ize
M10
x30
on
ly th
read
ed ro
d is
to b
e us
ed
page
14
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 A
pril
2010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
6
of E
urop
ean
In
stru
ctio
n f
or
use
tech
nica
l app
rova
l
ET
A-0
2/00
32
Page 46 May 2013
page
15
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 Ap
ril 2
010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
7
of E
urop
ean
M
inim
um
sp
acin
g a
nd
ed
ge
dis
tan
ce
te
chni
cal a
ppro
val
E
TA
-02/
0032
Tab
le 6
: In
stal
lati
on
fo
r m
inim
um
sp
acin
g a
nd
min
imu
m e
dg
e d
ista
nce
HK
D-S
, H
KD
-E,
HK
D-S
R a
nd
HK
D-E
R
M6x
30M
8x30
M10
x30
M8x
40M
10x4
0M
12x5
0 M
16x6
5 M
20x8
0
min
imum
thic
knes
s of
co
ncre
te m
embe
r h m
in
[mm
] 10
0 10
0 10
0 13
0 16
0
min
imum
spa
cing
s m
in
[mm
] 60
80
12
5 13
0 16
0
min
imum
edg
e di
stan
ce
c min
[mm
] 10
5 14
0 17
5 23
0 28
0
HK
D, H
KD
-wo
L
M8x
30M
10x3
0 M
8x40
M10
x40
M12
x50
M16
x65
M20
x80
mM
inim
um th
ickn
ess
of
conc
rete
mem
ber
h min
[mm
] 10
0 10
0 10
0 13
0 16
0
min
imum
spa
cing
s m
in
[mm
] 60
80
12
5 13
0 16
0
fo
r c
[mm
] 10
5 14
0 17
5 23
0 28
0
min
imum
edg
e di
stan
ce
c min
[mm
] 12
0 14
0 17
5 23
0 28
0
fo
r s
[mm
] 80
80
12
5 13
0 16
0
c min
c min
h min
s min
s min
page
16
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 A
pril
2010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
8
Ch
arac
teri
stic
res
ista
nce
to
of E
urop
ean
te
nsi
on
lo
ad
te
chni
cal a
ppro
val
HK
D-S
(R
) an
d H
KD
-E (
R)
E
TA
-02/
0032
Tab
le 7
: D
esig
n m
eth
od
A -
Ch
arac
teri
stic
res
ista
nce
to
ten
sio
n l
oad
s
HK
D-S
(R
)
HK
D-E
(R
)
M6x304)
M8x304)
M10x304)
M8x40
M10x40
M12x50
M16x65
M20x80
Ste
el f
ailu
re
Cha
ract
eris
tic re
sist
ance
N
Rk,
s [k
N]
stee
l 4.6
8,0
14,6
23
,2
14,6
23
,2
33,7
62
,8
98,0
Par
tial s
afet
y fa
ctor
M
s 1)
2,
0
Cha
ract
eris
tic re
sist
ance
N
Rk,
s [k
N]
stee
l 5.6
10,1
18
,3
18,5
18
,3
19,9
42
,2
54,7
86
,9
Par
tial s
afet
y fa
ctor
M
s 1)
2,
0 2,
0 1,
49
2,0
1,49
2,
0 1,
47
1,47
Cha
ract
eris
tic re
sist
ance
N
Rk,
s [k
N]
stee
l 5.8
10,1
17
,4
18,5
17
,4
19,9
35
,3
54,7
86
,9
Par
tial s
afet
y fa
ctor
M
s 1)
1,
50
1,53
1,
49
1,53
1,
49
1,49
1,
47
1,47
Cha
ract
eris
tic re
sist
ance
N
Rk,
s [k
N]
stee
l 8.8
13,4
17
,4
18,5
17
,4
19,9
35
,3
54,7
86
,9
Par
tial s
afet
y fa
ctor
M
s 1)
1,
53
1,53
1,
49
1,53
1,
49
1,49
1,
47
1,47
Cha
ract
eris
tic re
sist
ance
N
Rk,
s [k
N]
A4-
70
12,8
16,8
- -
21,1
37
,3
64,2
10
2,0
Par
tial s
afet
y fa
ctor
M
s 1)
1,
83
Pu
ll-o
ut
failu
re
Cha
ract
eris
tic re
sist
ance
N
Rk,
p [k
N]
C20
/25
-- 5)
9,
0 --
5)
Par
tial s
afet
y fa
ctor
in
Non
-cra
cked
con
cret
e M
p 1)
1,8
2)
C30
/37
1,
22
Incr
easi
ng fa
ctor
s fo
r NR
k,p
c C
40/5
0
1,41
C50
/60
1,
55
Co
ncr
ete
con
e an
d s
plit
tin
g f
ailu
re
Effe
ctiv
e an
chor
age
dept
h
h ef
[mm
]30
4)
30 4)
30
4)
40
40
50
65
80
Par
tial s
afet
y fa
ctor
in
Non
-cra
cked
con
cret
e M
c =
M,s
p 1)
1,
8 2)
1,
5 3)
Spac
ing
s cr,N
[m
m]
90
90
90
120
120
150
195
240
Edge
dis
tanc
e c c
r,N
[mm
]45
45
45
60
60
75
97
12
0
Spac
ing
s cr,s
p [m
m]
210
210
210
280
280
350
455
560
Edge
dis
tanc
e c c
r,sp
[mm
]10
5 10
5 10
5 14
0 14
0 17
5 22
7 28
0
1) In
abs
ence
of o
ther
nat
iona
l reg
ulat
ions
;
2)
2 =
1,2
is in
clud
ed;
3)
2 =
1,0
is in
clud
ed
4)
For
app
licat
ion
with
sta
tical
ly in
dete
rmin
ate
stru
ctur
al c
ompo
nent
s on
ly
5)
Pul
l-out
failu
re m
ode
is n
ot d
ecis
ive
Page 47 May 2013
page
17
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 Ap
ril 2
010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
9
Ch
arac
teri
stic
res
ista
nce
to
of E
urop
ean
te
nsi
on
lo
ad
te
chni
cal a
ppro
val
HK
D a
nd
HK
D-w
oL
E
TA
-02/
0032
Tab
elle
8:
Des
ign
met
ho
d A
- C
har
acte
rist
ic r
esis
tan
ce t
o t
ensi
on
lo
ads
HK
D
HK
D w
ol
M8x303)
M10x303)
M8x40
M10x40
M12x50
M16x65
M20x80
Ste
el f
ailu
re
Cha
ract
eris
tic re
sist
ance
N
Rk,
s [k
N]
stee
l 4.6
14,6
19
,9
14,6
22
,1
33,7
62
,8
98,0
Par
tial s
afet
y fa
ctor
M
s 1)
2,
0 1,
5 2,
0 1,
5 2,
0
Cha
ract
eris
tic re
sist
ance
N
Rk,
s [k
N]
stee
l 5.6
17,1
19
,9
19,4
22
,1
36,6
67
,5
99,0
Par
tial s
afet
y fa
ctor
M
s 1)
1,
5
Cha
ract
eris
tic re
sist
ance
N
Rk,
s [k
N]
stee
l 5.8
17,1
19
,9
19,4
22
,1
36,6
67
,5
99,0
Par
tial s
afet
y fa
ctor
M
s 1)
1,
5
Cha
ract
eris
tic re
sist
ance
N
Rk,
s [k
N]
stee
l 8.8
17,1
19
,9
19,4
22
,1
36,6
67
,5
99,0
Par
tial s
afet
y fa
ctor
M
s 1)
1,
5
Pu
ll-o
ut
failu
re
Cha
ract
eris
tic re
sist
ance
N
Rk,
p [k
N]
C20
/25
-- 4)
9,
0 --
4)
Par
tial s
afet
y fa
ctor
in
Non
-cra
cked
con
cret
e M
p 1)
1,5
2)
C30
/37
1,22
Incr
easi
ng fa
ctor
s fo
r NR
k,p
c C
40/5
01,
41
C50
/60
1,55
Co
ncr
ete
con
e an
d s
plit
tin
g f
ailu
re
Effe
ctiv
e an
chor
age
dept
h h e
f [m
m]
303)
30
3)
40
40
50
65
80
Par
tial s
afet
y fa
ctor
in
Non
-cra
cked
con
cret
e M
c =
M,s
p 1)
1,5
2)
Spac
ing
s cr,N
[m
m]
90
90
120
120
150
195
240
Edge
dis
tanc
e c c
r,N
[mm
]45
45
60
60
75
97
12
0
Spac
ing
s cr,s
p [m
m]
210
210
280
280
350
455
560
Edge
dis
tanc
e c c
r,sp
[mm
]10
5 10
5 14
0 14
0 17
5 22
7 28
0
1) In
abs
ence
of o
ther
nat
iona
l reg
ulat
ions
;
2)
2 =
1,0
is in
clud
ed;
3)
For
app
licat
ion
with
sta
tical
ly in
dete
rmin
ate
stru
ctur
al c
ompo
nent
s on
ly
4)
Pul
l-out
failu
re m
ode
is n
ot d
ecis
ive
page
18
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 A
pril
2010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
10
of E
urop
ean
Dis
pla
cem
ents
un
der
ten
sio
n l
oad
tech
nica
l app
rova
l
ET
A-0
2/00
32
Tab
le 9
: D
isp
lace
men
ts u
nd
er t
ensi
on
lo
ads
HK
D-S
(R
)
HK
D-E
(R
)
M6x30
M8x30
M10x30
M8x40
M10x40
M12x50
M16x65
M20x80
Tens
ion
load
in C
20/2
5 to
C
50/6
0 no
n-cr
acke
d co
ncre
te
N
[kN
] 3,
3 3,
3 3,
3 3,
6 5,
1 7,
1 12
,6
17,2
N0
[mm
] 0,
10,
10,
10,
10,
10,
10,
10,
1D
ispl
acem
ent
N
[m
m]
0,2
0,2
0,2
0,2
0,2
0,2
0,2
0,2
Tab
le 1
0: D
isp
lace
men
ts u
nd
er t
ensi
on
lo
ads
HK
D
HK
D w
ol
M8x30
M10x30
M8x40
M10x40
M12x50
M16x65
M20x80
Tens
ion
load
in C
20/2
5 to
C
50/6
0 no
n-cr
acke
d co
ncre
te
N
[kN
]
4,0
4,0
4,3
6,1
8,5
12,6
17
,2
N0
[mm
] 0,
10,
10,
10,
10,
10,
10,
1D
ispl
acem
ent
N
[m
m]
0,3
0,3
0,3
0,3
0,3
0,2
0,2
Page 48 May 2013
page
19
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 Ap
ril 2
010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
11
Ch
arac
teri
stic
res
ista
nce
to
of
Eur
opea
n sh
ear
load
te
chni
cal a
ppro
val
HK
D-S
(R
) an
d H
KD
-E (
R)
ET
A-0
2/00
32 T
able
11:
Des
ign
met
ho
d A
- C
har
acte
rist
ic r
esis
tan
ce t
o s
hea
r lo
ads
HK
D-S
HK
D-E
M6x30
M8x30
M10x30
M8x40
M10x40
M12x50
M16x65
M20x80
Ste
el f
ailu
re w
ith
ou
t le
ver
arm
Cha
ract
eris
tic re
sist
ance
V
Rk,
s [k
N]
stee
l 4.6
4,0
7,3
7,4
7,3
8,0
16,9
21
,9
34,7
Par
tial s
afet
y fa
ctor
M
s 1)
1,
67
1,67
1,
25
1,67
1,
25
1,67
1,
25
1,25
Cha
ract
eris
tic re
sist
ance
V
Rk,
s [k
N]
stee
l 5.6
5,0
7,0
7,4
7,0
8,0
14,1
21
,9
34,7
Par
tial s
afet
y fa
ctor
M
s 1)
1,
67
1,27
1,
25
1,27
1,
25
1,25
1,
25
1,25
Cha
ract
eris
tic re
sist
ance
V
Rk,
s [k
N]
stee
ll 5.
85,
0 7,
0 7,
4 7,
0 8,
0 14
,1
21,9
34
,7
Par
tial s
afet
y fa
ctor
M
s 1)
1,
25
1,27
1,
25
1,27
1,
25
1,25
1,
25
1,25
Cha
ract
eris
tic re
sist
ance
V
Rk,
s [k
N]
stee
l 8.8
5,3
7,0
7,4
7,0
8,0
14,1
21
,9
34,7
Par
tial s
afet
y fa
ctor
M
s 1)
1,
27
1,27
1,
25
1,27
1,
25
1,25
1,
25
1,25
Cha
ract
eris
tic re
sist
ance
V
Rk,
s [k
N]
A4-
706,
4 8,
4 -
- 10
,5
18,7
32
,1
51,0
Par
tial s
afet
y fa
ctor
M
s 1)
1,
52
1,52
-
- 1,
52
1,52
1,
52
1,52
Ste
el f
ailu
re w
ith
leve
r ar
m
Cha
ract
eris
tic re
sist
ance
M
0 Rk,
s [N
m]
stee
l 4.6
6 15
30
15
30
52
13
3 26
0
Par
tial s
afet
y fa
ctor
M
s 1)
1,
67
Cha
ract
eris
tic re
sist
ance
M
0 Rk,
s [N
m]
stee
l 5.6
8 19
37
19
37
65
16
6 32
5
Par
tial s
afet
y fa
ctor
M
s 1)
1,
67
Cha
ract
eris
tic re
sist
ance
M
0 Rk,
s [N
m]
stee
l 5.8
8 19
37
19
37
65
16
6 32
5
Par
tial s
afet
y fa
ctor
M
s 1)
1,
25
Cha
ract
eris
tic re
sist
ance
M
0 Rk,
s [N
m]
stee
l 8.8
12
30
60
30
60
105
266
519
Par
tial s
afet
y fa
ctor
M
s 1)
1,
25
Cha
ract
eris
tic re
sist
ance
M
0 Rk,
s [N
m]
A4-
7011
26
-
- 52
92
23
3 45
4
Par
tial s
afet
y fa
ctor
M
s 1)
1,
56
- 1,
56
Co
ncr
ete
pry
ou
t fa
ilure
Fact
or in
equ
atio
n (5
.6)
ETA
G A
nnex
C, §
5.2.
3.3
k 2,
0
Par
tial s
afet
y fa
ctor
M
cp
1,5
2)
Co
ncr
ete
edg
e fa
ilure
Effe
ctiv
e le
ngth
of a
ncho
r l f
[mm
]30
30
30
40
40
50
65
80
Ext
erna
l dia
met
er o
f an
chor
d n
om
[mm
]8
10
12
10
12
15
20
25
Par
tial s
afet
y fa
ctor
M
c 1)
1,5
2)
1) In
abs
ence
of o
ther
nat
iona
l reg
ulat
ions
2)
2 =
1,0
is in
clud
ed
page
20
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 A
pril
2010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
12
Ch
arac
teri
stic
res
ista
nce
to
of
Eur
opea
n sh
ear
load
te
chni
cal a
ppro
val
HK
D a
nd
HK
D-w
oL
ET
A-0
2/00
32
Tab
le 1
2: D
esig
n m
eth
od
A -
Ch
arac
teri
stic
res
ista
nce
to
sh
ear
load
s
HK
D
HK
D-w
oL
M8x30
M10x30
M8x40
M10x40
M12x50
M16x65
M20x80
Ste
el f
ailu
re w
ith
ou
t le
ver
arm
Cha
ract
eris
tic re
sist
ance
V R
k,s [k
N]
stee
l 4.6
7,3
10,0
7,
3 11
,0
16,9
31
,4
49
Par
tial s
afet
y fa
ctor
M
s 1)
1,
67
1,25
1,
67
1,25
1,
67
1,67
1,
67
Cha
ract
eris
tic re
sist
ance
V R
k,s [k
N]
stee
l 5.6
8,6
10,0
9,
2 11
,0
18,3
33
,8
49,5
Par
tial s
afet
y fa
ctor
M
s 1)
1,
25
1,25
1,
67
1,25
1,
25
1,25
1,
25
Cha
ract
eris
tic re
sist
ance
V R
k,s [k
N]
stee
ll 5.
88,
6 10
,0
9,2
11,0
18
,3
33,8
49
,5
Par
tial s
afet
y fa
ctor
M
s 1)
1,
25
1,25
1,
25
1,25
1,
25
1,25
1,
25
Cha
ract
eris
tic re
sist
ance
V R
k,s [k
N]
stee
l 8.8
8,6
10,0
9,
2 11
,0
18,3
33
,8
49,5
Par
tial s
afet
y fa
ctor
M
s 1)
1,
25
1,25
1,
25
1,25
1,
25
1,25
1,
25
Ste
el f
ailu
re w
ith
leve
r ar
m
Cha
ract
eris
tic re
sist
ance
M
0 Rk,
s [N
m]
stee
l 4.6
15
30
15
30
52
133
260
Par
tial s
afet
y fa
ctor
M
s 1)
1,
67
Cha
ract
eris
tic re
sist
ance
M
0 Rk,
s [N
m]
stee
l 5.6
19
37
19
37
65
166
325
Par
tial s
afet
y fa
ctor
M
s 1)
1,
67
Cha
ract
eris
tic re
sist
ance
M
0 Rk,
s [N
m]
stee
l 5.8
19
37
19
37
65
166
325
Par
tial s
afet
y fa
ctor
M
s 1)
1,
25
Cha
ract
eris
tic re
sist
ance
M
0 Rk,
s [N
m]
stee
l 8.8
30
60
30
60
105
266
519
Par
tial s
afet
y fa
ctor
M
s 1)
1,
25
Co
ncr
ete
pry
ou
t fa
ilure
Fact
or in
equ
atio
n (5
.6)
ETA
G A
nnex
C, §
5.2.
3.3
k 2,
0
Par
tial s
afet
y fa
ctor
M
cp
1,5
2)
Co
ncr
ete
edg
e fa
ilure
Effe
ctiv
e le
ngth
of a
ncho
r l f
[mm
]30
30
40
40
50
65
80
Ext
erna
l dia
met
er o
f an
chor
d n
om
[mm
]10
12
10
12
0 15
20
25
Par
tial s
afet
y fa
ctor
M
c 1)
1,5
2)
1)
In a
bsen
ce o
f oth
er n
atio
nal r
egul
atio
ns
3)
2 =
1,0
is in
clud
ed
Page 49 May 2013
page
21
of E
urop
ean
tech
nica
l app
rova
l ETA
-02/
0032
, iss
ued
on 2
2 Ap
ril 2
010
H
ilti
pu
sh-i
n a
nch
or
HK
D
An
nex
13
of E
urop
ean
D
isp
lace
men
ts u
nd
er s
hea
r lo
ad
tech
nica
l app
rova
l
ET
A-0
2/00
32
Tab
le 1
3: D
isp
lace
men
t u
nd
er s
hea
r lo
ad
HK
D-S
HK
D-E
M6x30
M8x30
M10x30
M8x40
M10x40
M12x50
M16x65
M20x80
Shea
r loa
d in
C20
/25
to C
50/6
0 no
n-cr
acke
d co
ncre
te
V
[kN
] 1,
7 3,
1 4,
3 3,
1 4,
6 7,
2 12
,5
19,8
V0
[mm
] 0,
35
0,35
0,
35
0,40
0,
40
0,45
0,
75
0,75
D
ispl
acem
ent
V
[m
m]
0,50
0,
50
0,50
0,
60
0,60
0,
70
1,1
1,1
Tab
le 1
4: D
isp
lace
men
t u
nd
er s
hea
r lo
ad
HK
D-S
R
HK
D-E
RM6x30
M8x30
M10x40
M12x50
M16x65
M20x80
She
ar lo
ad in
C20
/25
to
C50
/60
non-
crac
ked
conc
rete
V
[kN
] 1,
7 3,
9 4,
9 8,
8 15
,1
24,0
V0
[mm
] 0,
35
0,45
0,
45
0,55
0,
9 0,
9 D
ispl
acem
ent
V
[m
m]
0,50
0,
65
0,65
0,
85
1,3
1,3
Tab
le 1
5: D
isp
lace
men
t u
nd
er s
hea
r lo
ad
HK
D
HK
D w
ol
M8x30
M10x30
M8x40
M10x40
M12x50
M16x65
M20x80
Shea
r loa
d in
C20
/25
to C
50/6
0 no
n-cr
acke
d co
ncre
te
V
[kN
] 3,
1 4,
3 3,
1 4,
6 7,
2 12
,5
19,8
V0
[mm
] 0,
35
0,35
0,
40
0,40
0,
45
0,75
0,
75
Dis
plac
emen
t
V
[mm
] 0,
50
0,50
0,
60
0,60
0,
70
1,1
1,1
Page 50 May 2013
Die
se e
urop
äisc
hete
chni
sche
Zul
assu
ng u
mfa
sst
This
Eur
opea
n Te
chni
cal A
ppro
val
cont
ains
13 S
eite
n ei
nsch
ließ
lich
6 A
nhän
gen
13 p
ages
incl
udin
g 6
anne
xes
Eur
opea
n O
rgan
isat
ion
for
Tec
hnic
al A
ppro
vals
Eur
opäi
sche
Org
anis
atio
n fü
r T
echn
isch
e Z
ulas
sung
en22
473.
02
De
uts
ch
es
In
sti
tut
für
Ba
ute
ch
nik
Ans
talt
des
öffe
ntlic
hen
Rec
hts
1082
9 B
erlin
, Kol
onne
nstr
aße
30 L
Tel
.: +
49(0
)30-
7873
0-0
Fax
: +49
(0)3
0-78
730-
320
e-M
ail:
dibt
@di
bt.d
e
Erm
ächt
igt
un
d n
oti
fiz
iert
ge
mä
ß A
rtik
el 1
0 d
er
Ric
htli
nie
des
Rat
es v
om21
. Dez
embe
r 19
88 z
ur A
n-gl
eich
ung
der
Re
chts
- un
dV
erw
alt
un
gsv
ors
chri
fte
nd
er
Mit
gli
ed
sta
ate
nü
be
r B
au
pro
du
kte
(89/
106/
EW
G)
Mitg
lied
der
EO
TA
Eu
rop
ea
n T
ec
hn
ica
l A
pp
rova
l
E
TA
-02
/00
33
Han
dels
beze
ichn
ung
Trad
e na
me
Hilt
i HK
D-R
Zul
assu
ngsi
nhab
erH
olde
r of
app
rova
lH
ilti A
ktie
nges
ells
chaf
tB
usin
ess
Uni
t Anc
hors
9494
Sch
aan
FÜ
RS
TE
NT
UM
LIE
CH
TE
NS
TE
IN
Zul
assu
ngsg
egen
stan
dun
d V
erw
endu
ngsz
wec
kW
egko
ntro
llier
t spr
eize
nder
Düb
el a
us n
icht
rost
ende
mS
tahl
in d
en G
röß
en M
8, M
10, M
12, M
16 u
nd M
20 z
urV
eran
keru
ng im
ung
eris
sene
n B
eton
Gen
eric
type
and
use
of c
onst
ruct
ion
prod
uct
Def
orm
atio
n-co
ntro
lled
exp
ansi
on a
ncho
r m
ade
of s
tain
less
ste
el o
fsi
zes
M8,
M10
, M12
, M16
and
M20
for
use
in n
on-c
rack
ed c
oncr
ete
Gel
tung
sdau
ervo
mV
alid
ity fr
om17
. Okt
ober
200
2
bis
to17
. Okt
ober
200
7
Her
stel
lwer
k 8
Her
stel
lwer
kM
anuf
actu
ring
pla
nt
Pag
e 2
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
2247
3.02
IL
EG
AL
BA
SE
S A
ND
GE
NE
RA
L C
ON
DIT
ION
S
1T
his
Eur
opea
n T
echn
ical
App
rova
l is
iss
ued
by t
he D
euts
ches
Ins
titut
für
Bau
tech
nik
in a
c-co
rdan
ce w
ith:
− C
ounc
il D
irect
ive
89/1
06/E
EC
of
21 D
ecem
ber
1988
on
the
appr
oxim
atio
n of
law
s, r
egul
a-tio
ns a
nd a
dmin
istr
ativ
e pr
ovis
ions
of
Mem
ber
Sta
tes
rela
ting
to c
onst
ruct
ion
prod
ucts
1 ,am
ende
d by
the
Cou
ncil
Dire
ctiv
e 93
/68/
EE
C o
f 22
July
199
32;
−G
eset
z üb
er d
as I
nver
kehr
brin
gen
von
und
den
frei
en W
aren
verk
ehr
mit
Bau
prod
ukte
n zu
rU
mse
tzun
g de
r R
icht
linie
89
/106
/EW
G
des
Rat
es
vom
21
. Dez
embe
r 19
88
zur
An-
glei
chun
g de
r R
echt
s- u
nd V
erw
altu
ngsv
orsc
hrift
en d
er M
itglie
dsta
aten
übe
r B
aupr
oduk
teun
d an
dere
r R
echt
sakt
e de
r E
urop
äisc
hen
Gem
eins
chaf
ten
(Bau
prod
ukte
nges
etz
- B
auP
G)
vom
28.
Apr
il 19
983 ;
− C
omm
on
Pro
cedu
ral
Rul
es
for
Req
uest
ing,
P
repa
ring
and
the
Gra
ntin
g of
E
urop
ean
Tec
hnic
al A
ppro
vals
set
out
in th
e A
nnex
of C
omm
issi
on D
ecis
ion
94/2
3/E
C4 ;
− G
uide
line
for
Eur
opea
n T
echn
ical
App
rova
l of
of
"Met
al A
ncho
rs f
or U
se i
n C
oncr
ete"
ET
AG
001
, "A
ncho
rs i
n ge
nera
l", e
ditio
n Ju
ne 1
997
and
Par
t 4
"Def
orm
atio
n-co
ntro
lled
expa
nsio
n an
chor
s ",
edi
tion
1998
.2
The
Deu
tsch
es I
nstit
ut f
ür B
aute
chni
k is
aut
horis
ed t
o ch
eck
whe
ther
the
pro
visi
ons
of t
his
Eur
opea
n T
echn
ical
App
rova
l ar
e m
et.
Che
ckin
g m
ay t
ake
plac
e in
the
man
ufac
turin
g pl
ant.
Nev
erth
eles
s, t
he r
espo
nsib
ility
for
the
con
form
ity o
f th
e pr
oduc
ts t
o th
e E
urop
ean
Tec
hnic
alA
ppro
val
and
for
thei
r fit
ness
for
the
int
ende
d us
e re
mai
ns w
ith t
he h
olde
r of
the
Eur
opea
nT
echn
ical
App
rova
l.
3T
his
Eur
opea
n T
echn
ical
App
rova
l is
not
to
be t
rans
ferr
ed t
o m
anuf
actu
rers
or
agen
ts o
fm
anuf
actu
rers
oth
er th
an th
ose
indi
cate
d on
pag
e 1,
or
man
ufac
turin
g pl
ants
oth
er t
han
thos
ein
dica
ted
on p
age
1 of
this
Eur
opea
n T
echn
ical
App
rova
l.
4T
his
Eur
opea
n T
echn
ical
App
rova
l m
ay b
e w
ithdr
awn
by t
he D
euts
ches
Ins
titut
für
Bau
tech
-ni
k, i
n pa
rtic
ular
afte
r in
form
atio
n by
the
Com
mis
sion
on
the
basi
s of
Art
icle
5 (
1) o
f C
ounc
ilD
irect
ive
89/1
06/E
EC
.
5R
epro
duct
ion
of th
is E
urop
ean
Tec
hnic
al A
ppro
val i
nclu
ding
tra
nsm
issi
on b
y el
ectr
onic
mea
nssh
all
be i
n fu
ll. H
owev
er,
part
ial
repr
oduc
tion
can
be m
ade
with
the
writ
ten
cons
ent
of t
heD
euts
ches
Ins
titut
für
Bau
tech
nik.
In
this
cas
e pa
rtia
l re
prod
uctio
n ha
s to
be
desi
gnat
ed a
ssu
ch.
Tex
ts
and
draw
ings
of
ad
vert
isin
g br
ochu
res
shal
l no
t co
ntra
dict
or
m
isus
e th
eE
urop
ean
Tec
hnic
al A
ppro
val.
6T
he E
urop
ean
Tec
hnic
al A
ppro
val i
s is
sued
by
the
appr
oval
bod
y in
its
offic
ial l
angu
age.
Thi
sve
rsio
n co
rres
pond
s to
the
ver
sion
circ
ulat
ed w
ithin
EO
TA
. T
rans
latio
ns in
to o
ther
lang
uage
sha
ve to
be
desi
gnat
ed a
s su
ch.
1O
ffici
al J
ourn
al o
f the
Eur
opea
n C
omm
uniti
es N
° L
40, 1
1.02
.198
9, p
. 12
2O
ffici
al J
ourn
al o
f the
Eur
opea
n C
omm
uniti
es N
° L
220,
30.
08.1
993,
p. 1
3B
unde
sges
etzb
latt
Tei
l I N
r. 2
5, 0
8.05
.199
8, p
. 812
; las
t am
ende
d 15
.12.
2001
,B
unde
sges
etzb
latt
Tei
l I N
r. 7
1, 2
1.12
.200
1, p
. 376
24
Offi
cial
Jou
rnal
of t
he E
urop
ean
Com
mun
ities
N°
L 17
, 20.
01.1
994,
p. 3
4
Page 51 May 2013
Pag
e 3
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
2247
3.02
IIS
PE
CIF
IC C
ON
DIT
ION
S O
F T
HE
EU
RO
PE
AN
TE
CH
NIC
AL
AP
PR
OV
AL
1D
efi
nit
ion
of
pro
du
ct
an
d i
nte
nd
ed
use
1.1
Defi
nit
ion
of
pro
du
ct
The
Hilt
i-pus
h-in
anc
hor
HK
D-R
(ty
pes
HK
D-S
R a
nd H
KD
-ER
) in
the
ran
ge o
f M
8x30
,M
10x4
0, M
12x5
0, M
16x6
5 an
d M
20x8
0 is
an
anch
or m
ade
of s
tain
less
ste
el w
hich
is p
lace
din
to a
dril
led
hole
and
anc
hore
d by
def
orm
atio
n-co
ntro
lled
expa
nsio
n.F
or t
he i
nsta
lled
anch
or s
ee F
igur
e gi
ven
in A
nnex
1.
The
fix
ture
sha
ll be
anc
hore
d w
ith a
fast
enin
g sc
rew
or
thre
aded
rod
acc
ordi
ng to
Ann
ex 4
.
1.2
Inte
nd
ed
use
The
anc
hor
is i
nten
ded
to b
e us
ed f
or a
ncho
rage
s fo
r w
hich
req
uire
men
ts f
or m
echa
nica
lre
sist
ance
and
sta
bilit
y an
d sa
fety
in u
se in
the
sens
e of
the
Ess
entia
l Req
uire
men
ts 1
and
4of
Cou
ncil
Dire
ctiv
e 89
/106
EE
C s
hall
be f
ulfil
led
and
failu
re o
f an
chor
ages
mad
e w
ith t
hese
prod
ucts
w
ould
ca
use
risk
to
hum
an
life
and/
or
lead
to
co
nsid
erab
le
econ
omic
cons
eque
nces
. The
anc
hor
is to
be
used
onl
y fo
r an
chor
ages
sub
ject
to
stat
ic o
r qu
asi-s
tatic
load
ing
in r
einf
orce
d or
unr
einf
orce
d no
rmal
wei
ght
conc
rete
of
stre
ngth
cla
sses
C 2
0/25
at
min
imum
and
C 5
0/60
at
mos
t ac
cord
ing
to E
N 2
06-1
:200
0-12
. It
may
be
anch
ored
in
non-
crac
ked
conc
rete
onl
y.T
he
anch
or
may
be
us
ed
in
stru
ctur
es
subj
ect
to
dry
inte
rnal
co
nditi
ons
and
also
in
stru
ctur
es
subj
ect
to
exte
rnal
at
mos
pher
ic
expo
sure
(in
clud
ing
indu
stria
l an
d m
arin
een
viro
nmen
t),
or
expo
sure
in
pe
rman
ently
da
mp
inte
rnal
co
nditi
ons,
if
no
part
icul
arag
gres
sive
co
nditi
ons
exis
t. S
uch
part
icul
ar
aggr
essi
ve
cond
ition
s ar
e e.
g.
perm
anen
t,al
tern
atin
g im
mer
sion
in
seaw
ater
or
the
spla
sh z
one
of s
eaw
ater
, ch
lorid
e at
mos
pher
e of
indo
or
swim
min
g po
ols
or
atm
osph
ere
with
ex
trem
e ch
emic
al
pollu
tion
(e.g
. in
desu
lphu
rizat
ion
plan
ts o
r ro
ad tu
nnel
s w
here
de-
icin
g m
ater
ials
are
use
d).
The
pr
ovis
ions
m
ade
in
this
E
urop
ean
Tec
hnic
al
App
rova
l ar
e ba
sed
on
an
assu
med
inte
nded
wor
king
life
of
the
anch
or o
f 50
yea
rs.
The
ind
icat
ions
giv
en o
n th
e w
orki
ng l
ifeca
nnot
be
inte
rpre
ted
as a
gua
rant
ee g
iven
by
the
prod
ucer
, but
are
to b
e re
gard
ed o
nly
as a
mea
ns f
or c
hoos
ing
the
right
pro
duct
s in
rel
atio
n to
the
exp
ecte
d ec
onom
ical
ly r
easo
nabl
ew
orki
ng li
fe o
f the
wor
ks.
2C
ha
rac
teri
sti
cs
of
pro
du
ct
an
d m
eth
od
s o
f ve
rifi
ca
tio
n
2.1
Ch
ara
cte
risti
cs o
f p
rod
uct
The
anc
hor
corr
espo
nds
to t
he d
raw
ings
and
pro
visi
ons
give
n in
Ann
ex 2
. T
he c
hara
cter
istic
mat
eria
l va
lues
, di
men
sion
s an
d to
lera
nces
of
the
anch
or n
ot i
ndic
ated
in
Ann
ex 2
sha
llco
rres
pond
to
the
resp
ectiv
e va
lues
la
id
dow
n in
th
e te
chni
cal
docu
men
tatio
n5
of
this
Eur
opea
n T
echn
ical
App
rova
l.T
he f
aste
ning
scr
ew o
r th
read
ed r
od s
hall
corr
espo
nd a
t le
ast
to t
he s
tren
gth
clas
s A
4-70
acco
rdin
g to
EN
ISO
350
6.T
he c
hara
cter
istic
anc
hor
valu
es fo
r th
e de
sign
of a
ncho
rage
s ar
e gi
ven
in A
nnex
es 4
to 6
.E
ach
anch
or is
mar
ked
with
the
iden
tifyi
ng m
ark
of t
he p
rodu
cer,
the
com
mer
cial
nam
e, t
heth
read
siz
e an
d th
e ef
fect
ive
anch
orag
e de
pth
acco
rdin
g to
Ann
ex 1
.In
add
ition
, the
exp
ansi
on s
leev
e fo
r an
chor
siz
e M
10x4
0 is
mar
ked
on th
e to
p of
the
slee
ve.
The
anc
hor
shal
l onl
y be
pac
kage
d an
d su
pplie
d as
a c
ompl
ete
unit.
5 T
he
tech
nica
l do
cum
enta
tion
of
this
E
urop
ean
Tec
hnic
al
App
rova
l is
de
posi
ted
at
the
Deu
tsch
es
Inst
itut
für
Bau
tech
nik
and,
as
far
as r
elev
ant
for
the
task
s of
the
app
rove
d bo
dies
inv
olve
d in
the
atte
stat
ion
of c
onfo
rmity
proc
edur
e, is
han
ded
over
to th
e ap
prov
ed b
odie
s.
Pag
e 4
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
2247
3.02
2.2
Meth
od
s o
f veri
ficati
on
The
ass
essm
ent
of f
itnes
s of
the
anc
hor
for
the
inte
nded
use
in r
elat
ion
to t
he r
equi
rem
ents
for
mec
hani
cal
resi
stan
ce a
nd s
tabi
lity
and
safe
ty i
n us
e in
the
sen
se o
f th
e E
ssen
tial
Req
uire
men
ts 1
and
4 h
as b
een
mad
e in
acc
orda
nce
with
the
"G
uide
line
for
Eur
opea
nT
echn
ical
App
rova
l of
Met
al A
ncho
rs f
or U
se in
Con
cret
e",
Par
t 1
"Anc
hors
in g
ener
al"
and
Par
t 4 "
Def
orm
atio
n-co
ntro
lled
expa
nsio
n an
chor
s" o
n th
e ba
sis
of O
ptio
n 7.
3E
va
lua
tio
n o
f C
on
form
ity a
nd
CE
ma
rkin
g
3.1
Att
esta
tio
n o
f C
on
form
ity s
yste
m
The
sys
tem
of
atte
stat
ion
of c
onfo
rmity
2 (
i) (r
efer
red
to a
s S
yste
m 1
) ac
cord
ing
to C
ounc
ilD
irect
ive
89/1
06/E
EC
Ann
ex II
I lai
d do
wn
by th
e E
urop
ean
Com
mis
sion
pro
vide
s:a)
task
s fo
r th
e m
anuf
actu
rer:
(1)
fact
ory
prod
uctio
n co
ntro
l,(2
) fu
rthe
r te
stin
g of
sam
ples
take
n at
the
fact
ory
by th
e m
anuf
actu
rer
in a
ccor
danc
e w
itha
pres
crib
ed te
st p
lan.
b)ta
sks
for
the
appr
oved
bod
y:(3
) in
itial
type
-tes
ting
of th
e pr
oduc
t,(4
) in
itial
insp
ectio
n of
fact
ory
and
of fa
ctor
y pr
oduc
tion
cont
rol,
(5)
cont
inuo
us s
urve
illan
ce, a
sses
smen
t and
app
rova
l of f
acto
ry p
rodu
ctio
n co
ntro
l.
3.2
Re
sp
on
sib
ilit
ies
3.2.
1T
asks
of t
he m
anuf
actu
rer;
fact
ory
prod
uctio
n co
ntro
lT
he
man
ufac
ture
r ha
s a
fact
ory
prod
uctio
n co
ntro
l sy
stem
in
th
e pl
ant
and
exer
cise
spe
rman
ent
inte
rnal
con
trol
of
prod
uctio
n. A
ll th
e el
emen
ts,
requ
irem
ents
and
pro
visi
ons
adop
ted
by t
he m
anuf
actu
rer
are
docu
men
ted
in a
sys
tem
atic
man
ner
in t
he f
orm
of
writ
ten
polic
ies
and
proc
edur
es.
The
pro
duct
ion
cont
rol
syst
em e
nsur
es t
hat
the
prod
uct
is i
nco
nfor
mity
with
the
Eur
opea
n T
echn
ical
App
rova
l.T
he
man
ufac
ture
r sh
all
only
us
e ra
w
mat
eria
ls
supp
lied
with
th
e re
leva
nt
insp
ectio
ndo
cum
ents
as
laid
dow
n in
the
pre
scrib
ed t
est
plan
6 . T
he i
ncom
ing
raw
mat
eria
ls s
hall
besu
bjec
t to
con
trol
s an
d te
sts
by t
he m
anuf
actu
rer
befo
re a
ccep
tanc
e. C
heck
of
mat
eria
lssh
all
incl
ude
cont
rol
of t
he i
nspe
ctio
n do
cum
ents
pre
sent
ed b
y su
pplie
rs (
com
paris
on w
ithno
min
al v
alue
s) b
y ve
rifyi
ng d
imen
sion
s an
d de
term
inin
g m
ater
ial
prop
ertie
s, e
.g.
tens
ilest
reng
th, h
ardn
ess,
sur
face
fini
sh.
The
man
ufac
ture
d co
mpo
nent
s of
the
anch
or s
hall
be s
ubje
cted
to th
e fo
llow
ing
test
s:
− D
imen
sion
s of
com
pone
nt p
arts
:pl
ug (
diam
eter
, len
gth,
ang
le o
f the
tape
ring)
;ex
pans
ion
slee
ve (
leng
th, t
hick
ness
, dia
met
ers)
;se
tting
tool
(le
ngth
and
dia
met
er o
f pin
)
− M
ater
ial p
rope
rtie
s:pl
ug (
hard
ness
);ex
pans
ion
slee
ve (
hard
ness
, ten
sile
str
engt
h an
d yi
eld
limit
of r
aw m
ater
ial);
− C
oatin
g of
the
plug
− V
isua
l con
trol
of c
orre
ct a
ssem
blag
e an
d of
com
plet
enes
s of
the
anch
or.
The
fre
quen
cy o
f co
ntro
ls a
nd t
ests
con
duct
ed d
urin
g pr
oduc
tion
and
on t
he a
ssem
bled
anch
or
is
laid
do
wn
in
the
pres
crib
ed
test
pl
an
taki
ng
acco
unt
of
the
auto
mat
edm
anuf
actu
ring
proc
ess
of th
e an
chor
.
6T
he p
resc
ribed
tes
t pl
an h
as b
een
depo
site
d at
the
Deu
tsch
es I
nstit
ut f
ür B
aute
chni
k an
d is
han
ded
over
only
to th
e ap
prov
ed b
odie
s in
volv
ed in
the
conf
orm
ity a
ttest
atio
n pr
oced
ure.
Page 52 May 2013
Pag
e 5
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
2247
3.02
The
res
ults
of
fact
ory
prod
uctio
n co
ntro
l are
rec
orde
d an
d ev
alua
ted.
The
rec
ords
incl
ude
atle
ast t
he fo
llow
ing
info
rmat
ion:
− de
sign
atio
n of
the
prod
uct,
basi
c m
ater
ial a
nd c
ompo
nent
s;
− ty
pe o
f con
trol
or
test
ing;
− da
te o
f m
anuf
actu
re o
f th
e pr
oduc
t an
d da
te o
f te
stin
g of
the
pro
duct
or
basi
c m
ater
ial
and
com
pone
nts;
− re
sult
of c
ontr
ol a
nd te
stin
g an
d, if
app
ropr
iate
, com
paris
on w
ith r
equi
rem
ents
;
− si
gnat
ure
of p
erso
n re
spon
sibl
e fo
r fa
ctor
y pr
oduc
tion
cont
rol.
The
re
cord
s sh
all
be
pres
ente
d to
th
e in
spec
tion
body
in
volv
ed
in
the
cont
inuo
ussu
rvei
llanc
e. O
n re
ques
t the
y sh
all b
e pr
esen
ted
to th
e D
euts
ches
Inst
itut f
ür B
aute
chni
k.D
etai
ls o
f th
e ex
tent
, nat
ure
and
freq
uenc
y of
test
ing
and
cont
rols
to
be p
erfo
rmed
with
in t
hefa
ctor
y pr
oduc
tion
cont
rol
shal
l co
rres
pond
to
the
pres
crib
ed t
est
plan
6 w
hich
is
part
of
the
tech
nica
l doc
umen
tatio
n of
this
Eur
opea
n T
echn
ical
App
rova
l.
3.2.
2T
asks
of a
ppro
ved
bodi
es
3.2.
2.1
Initi
al ty
pe-t
estin
g of
the
prod
uct
For
ini
tial
type
-tes
ting
the
resu
lts o
f th
e te
sts
perf
orm
ed a
s pa
rt o
f th
e as
sess
men
t fo
r th
eE
urop
ean
Tec
hnic
al A
ppro
val s
hall
be u
sed
unle
ss t
here
are
cha
nges
in t
he p
rodu
ctio
n lin
eor
pla
nt.
In s
uch
case
s th
e ne
cess
ary
initi
al t
ype-
test
ing
has
to b
e ag
reed
bet
wee
n th
eD
euts
ches
Inst
itut f
ür B
aute
chni
k an
d th
e ap
prov
ed b
odie
s in
volv
ed.
3.2.
2.2
Initi
al in
spec
tion
of fa
ctor
y an
d of
fact
ory
prod
uctio
n co
ntro
lT
he a
ppro
ved
body
sha
ll as
cert
ain
that
, in
acc
orda
nce
with
the
pre
scrib
ed t
est
plan
, th
efa
ctor
y, in
par
ticul
ar t
he s
taff
and
equ
ipm
ent,
and
the
fact
ory
prod
uctio
n co
ntro
l are
sui
tabl
eto
ens
ure
a co
ntin
uous
and
ord
erly
man
ufac
turin
g of
the
anc
hor
with
the
spe
cific
atio
nsm
entio
ned
in
2.1
as
wel
l as
in
th
e A
nnex
es
to
the
Eur
opea
n T
echn
ical
A
ppro
val,
inac
cord
ance
with
the
pres
crib
ed te
st p
lan.
3.2.
2.3
Con
tinuo
us s
urve
illan
ceT
he a
ppro
ved
body
sha
ll vi
sit
the
fact
ory
at l
east
onc
e a
year
for
sur
veill
ance
. It
has
to b
eve
rifie
d th
at
the
syst
em
of
fact
ory
prod
uctio
n co
ntro
l an
d th
e sp
ecifi
ed
auto
mat
edm
anuf
actu
ring
proc
ess
are
mai
ntai
ned
taki
ng a
ccou
nt o
f the
pre
scrib
ed te
st p
lan.
Con
tinuo
us s
urve
illan
ce a
nd a
sses
smen
t of
fac
tory
pro
duct
ion
cont
rol h
ave
to b
e pe
rfor
med
acco
rdin
g to
the
pres
crib
ed te
st p
lan.
The
res
ults
of
prod
uct
cert
ifica
tion
and
cont
inuo
us s
urve
illan
ce s
hall
be m
ade
avai
labl
e on
dem
and
by t
he c
ertif
icat
ion
body
or
insp
ectio
n bo
dy,
resp
ectiv
ely,
to
the
Deu
tsch
es I
nstit
utfü
r B
aute
chni
k.In
cas
es w
here
the
pro
visi
ons
of t
he E
urop
ean
Tec
hnic
al A
ppro
val
and
the
pres
crib
ed t
est
plan
are
no
long
er fu
lfille
d th
e co
nfor
mity
cer
tific
ate
shal
l be
with
draw
n.
6T
he p
resc
ribed
tes
t pl
an h
as b
een
depo
site
d at
the
Deu
tsch
es I
nstit
ut f
ür B
aute
chni
k an
d is
han
ded
over
only
to th
e ap
prov
ed b
odie
s in
volv
ed in
the
conf
orm
ity a
ttest
atio
n pr
oced
ure.
Pag
e 6
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
2247
3.02
3.3
CE
ma
rkin
g
The
CE
mar
king
sha
ll be
aff
ixed
on
each
pac
kagi
ng o
f an
chor
s. T
he s
ymbo
l "C
E"
shal
l be
acco
mpa
nied
by
the
follo
win
g in
form
atio
n:
− id
entif
icat
ion
num
ber
of th
e ce
rtifi
catio
n bo
dy;
− na
me
or id
entif
ying
mar
k of
hol
der
of a
ppro
val a
nd m
anuf
actu
ring
plan
t;
− th
e la
st tw
o di
gits
of t
he y
ear
in w
hich
the
CE
mar
king
was
aff
ixed
;
− nu
mbe
r of
the
EC
cer
tific
ate
of c
onfo
rmity
;
− nu
mbe
r of
the
Eur
opea
n T
echn
ical
App
rova
l;
− us
e ca
tego
ry (
ET
AG
001
-1 O
ptio
n 7)
;
− si
ze.
4A
ss
um
pti
on
s u
nd
er
wh
ich
th
e f
itn
es
s o
f th
e p
rod
uc
t fo
r th
e i
nte
nd
ed
us
e w
as
favo
ura
bly
as
se
ss
ed
4.1
Man
ufa
ctu
rin
g
The
anc
hor
is m
anuf
actu
red
in a
ccor
danc
e w
ith t
he p
rovi
sion
s of
the
Eur
opea
n T
echn
ical
App
rova
l us
ing
the
auto
mat
ed m
anuf
actu
ring
proc
ess
as i
dent
ified
in
the
insp
ectio
n of
the
plan
t by
the
Deu
tsch
es I
nstit
ut f
ür B
aute
chni
k an
d th
e ap
prov
ed b
ody
and
laid
dow
n in
the
tech
nica
l doc
umen
tatio
n.
4.2
Insta
llati
on
4.2.
1D
esig
n of
anc
hora
ges
The
fitn
ess
of th
e an
chor
for
the
inte
nded
use
is g
iven
und
er th
e fo
llow
ing
cond
ition
s:T
he a
ncho
rage
s ar
e de
sign
ed i
n ac
cord
ance
with
the
"G
uide
line
for
Eur
opea
n T
echn
ical
App
rova
l of
Met
al A
ncho
rs f
or U
se i
n C
oncr
ete"
, A
nnex
C,
Met
hod
A,
for
defo
rmat
ion
cont
rolle
d ex
pans
ion
anch
ors
unde
r th
e re
spon
sibi
lity
of
an
engi
neer
ex
perie
nced
in
anch
orag
es a
nd c
oncr
ete
wor
k.V
erifi
able
cal
cula
tion
note
s an
d dr
awin
gs a
re p
repa
red
taki
ng a
ccou
nt o
f th
e lo
ads
to b
ean
chor
ed.
The
pos
ition
of
the
anch
or i
s in
dica
ted
on t
he d
esig
n dr
awin
gs (
e.g.
pos
ition
of
the
anch
orre
lativ
e to
rei
nfor
cem
ent o
r to
sup
port
s).
The
min
imum
str
engt
h cl
ass
and
the
min
imum
scr
ewin
g de
pth
of t
he f
aste
ning
scr
ew o
r th
eth
read
ed r
od f
or in
stal
latio
n of
the
fix
ture
sha
ll be
met
the
req
uire
men
ts a
ccor
ding
to
Ann
ex4.
The
leng
th o
f th
e fa
sten
ing
scre
w s
hall
be d
efin
ed a
ccor
ding
to
the
requ
irem
ents
giv
en in
Ann
ex 4
, ta
king
int
o ac
coun
t th
e av
aila
ble
thre
ad l
engt
h, t
he m
inim
um s
crew
ing
dept
h, t
heth
ickn
ess
of fi
xtur
e an
d to
lera
nces
of m
embe
r an
d fix
ture
.
4.2.
2In
stal
latio
n of
anc
hors
The
fitn
ess
for
use
of th
e an
chor
can
onl
y be
ass
umed
if th
e an
chor
is in
stal
led
as fo
llow
s:
− A
ncho
r in
stal
latio
n ca
rrie
d ou
t by
ap
prop
riate
ly
qual
ified
pe
rson
nel
and
unde
r th
esu
perv
isio
n of
the
pers
on r
espo
nsib
le fo
r te
chni
cal m
atte
rs o
f the
site
.
− U
se
of
the
anch
or
only
as
su
pplie
d by
th
e m
anuf
actu
rer
with
out
exch
angi
ng
the
com
pone
nts
of a
n an
chor
.
− A
ncho
r in
stal
latio
n in
acc
orda
nce
with
the
man
ufac
ture
r’s s
peci
ficat
ions
and
dra
win
gs a
ndus
ing
the
appr
opria
te to
ols;
− C
heck
s be
fore
pla
cing
the
anc
hor
to e
nsur
e th
at t
he s
tren
gth
clas
s of
the
con
cret
e in
whi
ch t
he a
ncho
r is
to
be p
lace
d is
in
the
rang
e gi
ven
and
is n
ot l
ower
tha
n th
at o
f th
eco
ncre
te to
whi
ch th
e ch
arac
teris
tic lo
ads
appl
y.
− C
heck
of c
oncr
ete
bein
g w
ell c
ompa
cted
, e.g
. with
out s
igni
fican
t voi
ds.
Page 53 May 2013
Pag
e 7
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
2247
3.02
− C
lear
ing
of th
e ho
le o
f dril
ling
dust
.
− A
ncho
r in
stal
latio
n su
ch t
hat
the
effe
ctiv
e se
tting
dep
th is
com
plie
d w
ith.
Thi
s co
mpl
ianc
eis
ens
ured
, if t
he a
ncho
r is
com
plet
ely
set i
nto
the
drill
hol
e.
− A
ncho
r ex
pans
ion
by im
pact
on
the
plug
usi
ng t
he m
anua
l set
ting
tool
s gi
ven
in A
nnex
3.
The
anc
hor
is p
rope
rly s
et i
f th
e se
tting
too
l le
aves
a v
isib
le m
ark
on t
he s
leev
e as
illus
trat
ed in
Ann
ex 3
.
− K
eepi
ng
of
the
edge
di
stan
ce
and
spac
ing
to
the
spec
ified
va
lues
w
ithou
t m
inus
tole
ranc
es.
− P
ositi
onin
g of
the
drill
hol
es w
ithou
t dam
agin
g th
e re
info
rcem
ent.
− In
cas
e of
abo
rted
hol
e: n
ew d
rillin
g at
a m
inim
um d
ista
nce
away
of
twic
e th
e de
pth
of t
heab
orte
d ho
le o
r sm
alle
r di
stan
ce if
the
abo
rted
dril
l hol
e is
fill
ed w
ith h
igh
stre
ngth
mor
tar
and
if un
der
shea
r or
obl
ique
tens
ion
load
it is
not
in th
e di
rect
ion
of lo
ad a
pplic
atio
n.
− T
he f
aste
ning
scr
ew o
r th
read
ed r
od s
hall
corr
espo
nd t
o th
e re
quire
men
ts g
iven
in A
nnex
4.
− F
ixin
g th
e sc
rew
w
ith
the
reco
mm
ende
d to
rque
m
omen
t gi
ven
in
Ann
ex
4 us
ing
aca
libra
ted
torq
ue w
renc
h.
4.2.
3R
espo
nsib
ility
of t
he m
anuf
actu
rer
It is
in
the
resp
onsi
bilit
y of
the
man
ufac
ture
r to
ens
ure
that
the
inf
orm
atio
n on
the
spe
cific
cond
ition
s ac
cord
ing
to 1
and
2 in
clud
ing
Ann
exes
ref
erre
d to
and
4.2
.1 a
nd 4
.2.2
is g
iven
to
thos
e w
ho a
re c
once
rned
. T
his
info
rmat
ion
may
be
mad
e by
rep
rodu
ctio
n of
the
res
pect
ive
part
s of
the
Eur
opea
n T
echn
ical
App
rova
l. In
add
ition
all
inst
alla
tion
data
sha
ll be
sho
wn
clea
rly
on
the
pack
age
and/
or
on
an
encl
osed
in
stru
ctio
n sh
eet,
pref
erab
ly
usin
gill
ustr
atio
n(s)
.T
he m
inim
um d
ata
requ
ired
are:
− dr
ill b
it di
amet
er,
− th
read
dia
met
er,
− m
inim
um e
ffec
tive
anch
orag
e de
pth,
− av
aila
ble
thre
ad le
ngth
and
min
imum
scr
ewin
g de
pth
of th
e fa
sten
ing
scre
w
− m
inim
um s
tren
gth
clas
s of
the
fast
enin
g sc
rew
or
thre
aded
rod
acc
ord.
to E
N IS
O 3
506
− m
inim
um h
ole
dept
h,
− to
rque
mom
ent,
− in
form
atio
n on
the
inst
alla
tion
proc
edur
e, in
clud
ing
clea
ning
of t
he h
ole,
pre
fera
bly
bym
eans
of a
n ill
ustr
atio
n,
− re
fere
nce
to a
ny s
peci
al in
stal
latio
n eq
uipm
ent n
eede
d,
− id
entif
icat
ion
of th
e m
anuf
actu
ring
batc
h.A
ll da
ta s
hall
be p
rese
nted
in a
cle
ar a
nd e
xplic
it fo
rm.
Pro
f. D
r.-I
ng. B
osse
nmay
erB
egla
ubig
tLa
nge
Pag
e 8
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
Hil
ti p
us
h-i
n a
nc
ho
r H
KD
-RA
nn
ex
1
of E
urop
ean
Pro
du
ct
an
d i
nte
nd
ed
us
eT
echn
ical
App
rova
lE
TA
-02
/00
33
HIL
TI p
ush-
in a
ncho
r H
KD
-SR
and
HK
D-E
R
Add
ition
al m
ark
onA
ncho
r bo
dyT
aper
ed e
xpan
sion
plu
gen
d-fa
ce fo
r M
10x4
0
top
view
botto
m v
iew
Anc
hor
body
HK
D-S
R
h ef
ød1
mar
king
HK
D-S
R M
.. x
h ef ø
..H
I L
T I
Anc
hor
body
HK
D-E
R
HILTI
HKD-E
hV
d1 ∅
mar
king
HK
D-E
R M
.. x
h ef ø
..H
I L
T I
Inst
alle
d co
nditi
on: H
KD
-R p
ush-
in a
ncho
r
h ef
h 1
t fix
l s
hef
Page 54 May 2013
Pag
e 9
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
Hil
ti p
us
h-i
n a
nc
ho
r H
KD
-RA
nn
ex
2
of E
urop
ean
Ma
teri
als
an
d d
ime
ns
ion
sT
echn
ical
App
rova
lE
TA
-02
/00
33
1 H
KD
-R A
ncho
r B
ody
HK
D-S
RH
KD
-ER
h ef
ød1
HILTI
HKD-E
hV
d1 ∅
2 T
aper
ed H
KD
-R E
xpan
sion
plu
g
ød2
ød3
l 1
Par
tde
sign
atio
nH
KD
-SR
; H
KD
-ER
1A
ncho
r bo
dyS
tain
less
ste
el, m
ater
ial 1
.440
1, E
N 1
0088
2T
aper
ed e
xpan
sion
plu
gS
tain
less
ste
el, m
ater
ial 1
.440
1, E
N 1
0088
Tab
le 1
: M
ater
ials
Anc
hor
type
HK
D-S
R
HK
D-E
R
SR
M8
x3
0
ER
M8
x3
0
SR
M1
0x
40
ER
M1
0x
40
SR
M1
2x
50
ER
M1
2x
50
SR
M1
6x
65
ER
M1
6x
65
SR
M2
0x
80
ER
M2
0x
80
h ef
[m
m]
3040
5065
80
d 1
[mm
]9.
9511
.95
14.9
19.8
24.8
d 2
[mm
]6.
58.
210
.313
.817
.5
d 3
[mm
]5.
37.
19.
312
.916
.4
l 1
[mm
]12
1620
2930
Tab
le 2
: D
imen
sion
s
hef
Pag
e 10
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
Hil
ti p
us
h-i
n a
nc
ho
r H
KD
-RA
nn
ex
3
of E
urop
ean
Man
ual
sett
ing
to
ol
Tec
hnic
al A
ppro
val
ET
A-0
2/0
03
3
Man
ual s
ettin
g to
ol H
SD
-G M
.. x
h ef
ød6
ød7
l 2
h ef
Anc
hor
gaug
e w
ith im
prin
t M..x
hef (
assi
gned
anc
hor)
The
rec
ess
leng
th c
orre
spon
ds to
the
anch
or le
ngth
hef
Inst
alla
tion
cont
rol w
ith m
anua
l set
ting
tool
HS
D-G
M..
x h e
f
mar
king
from
set
ting
Man
ua
l s
ett
ing
to
ol
An
ch
or
siz
ed
6 [m
m]
d7 [m
m]
l 2 [m
m]
HS
D-G
M 8
x30
M 8
x30
9.5
6.5
18H
SD
-G M
10x4
0M
10x4
011
.58
24H
SD
-G M
12x5
0M
12x5
014
.510
.230
HS
D-G
M16
x65
M16
x65
1813
.536
HS
D-G
M20
x80
M20
x80
2216
.550
Tab
le 3
: D
imen
sion
s of
set
ting
tool
s
Page 55 May 2013
Pag
e 11
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
Hil
ti p
us
h-i
n a
nc
ho
r H
KD
-RA
nn
ex
4
of E
urop
ean
Ins
tall
ati
on
da
taT
echn
ical
App
rova
lE
TA
-02
/00
33
h ef
h 1
t fix
l s
d0
d f
Tab
le 4
:
HK
D-R
Ins
talla
tion
data
fast
enin
g sc
rew
or
thre
aded
rod
:M
inim
um s
tren
gth
clas
s A
4-70
acc
ordi
ng t
oE
N IS
O 3
506;
min
imum
scr
ewin
g de
pth
l s,m
in.
The
len
gth
of t
he f
aste
ning
scr
ew s
hall
bede
term
ined
dep
endi
ng o
n th
ickn
ess
of f
ixtu
ret fi
x,
adm
issi
ble
tole
ranc
es
and
avai
labl
eth
read
le
ngth
l s,
max
as
w
ell
as
min
imum
scre
win
g de
pth
l s,m
in
Anc
hor
size
HK
D-S
R
HK
D-E
R
Dril
l hol
edi
amet
erT
hrea
ddi
amet
erD
epth
of
drill
edho
le
Effe
ctiv
ean
chor
age
dept
h
Ava
ilabl
eth
read
leng
th
Min
imum
scre
win
gde
pth
Tig
hten
ing
torq
ueC
lear
ance
hole
diam
eter
d0
[mm
]d
[mm
]h
1
[mm
]h
ef
[mm
]l s
,max
[mm
]l s
,min
[mm
]T
inst
[Nm
]d
f
[mm
]
M 8
x30
108
3330
1310
89
M10x40
1210
4340
1612
1512
M12x50
1512
5450
2214
3514
M16x65
2016
7065
2818
6018
M20x80
2520
8580
3423
120
22
Tab
le 5
:M
inim
um th
ickn
ess
of c
oncr
ete
mem
ber,
min
imum
spa
cing
and
min
imum
edg
e di
stan
ces
of a
ncho
rs
Anc
hor
size
HK
D-S
R
HK
D-E
R
Min
imum
thic
knes
s of
conc
rete
mem
ber
Min
imum
spa
cing
Min
imum
edg
edi
stan
ce
hm
in
[mm
]s
min
[mm
]c
min
[mm
]
M 8
x30
100
6010
5M
10x40
100
8014
0M
12x50
100
125
175
M16x65
130
130
227
M20x80
160
160
280
Pag
e 12
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
Hil
ti p
us
h-i
n a
nc
ho
r H
KD
-RA
nn
ex
5
Ch
ara
cte
ris
tic
re
sis
tan
ce
of E
urop
ean
to t
en
sio
n l
oa
ds
(d
es
ign
me
tho
d A
),T
echn
ical
App
rova
ld
isp
lac
em
en
t va
lue
sE
TA
-02
/00
33
Tab
le 6
:C
hara
cter
istic
res
ista
nce
to te
nsio
n lo
ads
(des
ign
met
hod
A)
HK
D-S
R
HK
D-E
R
SR M8x30*)
ER M8x30*)
SR M10x40
ER M10x40
SR M12x50
ER M12x50
SR M16x65
ER M16x65
SR M20x80
ER M20x80
Ste
el fa
ilu
re
Cha
ract
eris
tic r
esis
tanc
eN
Rk,
s[k
N]
16,8
21,1
37,3
64,2
102,
0
Par
tial s
afet
y fa
ctor
γ Ms
1,83
Co
nc
rete
co
ne
an
d s
pli
ttin
g f
ail
ure
**)
Effe
ctiv
e an
chor
age
dept
hh e
f[m
m]
30*)
4050
6580
Par
tial s
afet
y fa
ctor
inγ 2
1,2
1,0
non-
crac
ked
conc
rete
γ Mc
= γ
M,s
p 2,
161,
80
Spa
cing
s cr,
N[m
m]
9012
015
019
524
0
Edg
e di
stan
cec c
r,N
[mm
]45
6075
9712
0
Spa
cing
s cr,
sp[m
m]
210
280
350
455
560
Edg
e di
stan
cec c
r,sp
[mm
]10
514
017
522
728
0
*) fo
r ap
plic
atio
n w
ith s
tatic
ally
inde
term
inat
e st
ruct
ural
com
pone
nts
only
**)
pull-
out f
ailu
re m
ode
not d
eter
min
atin
g
Tab
le 7
:D
ispl
acem
ents
und
er te
nsio
n lo
ads
HK
D-S
R
HK
D-E
R
SR M8x30
ER M8x30
SR M10x40
ER M10x40
SR M12x50
ER M12x50
SR M16x65
ER M16x65
SR M20x80
ER M20x80
Ten
sion
load
in C
20/2
5 to
C50
/60
non-
crac
ked
conc
rete
[kN
]2,
74,
25,
810
,214
,1
δ N0
[mm
]0,
10,
10,
10,
10,
1D
ispl
acem
ent
δ N∞
[mm
]0,
170,
170,
170,
170,
17
Page 56 May 2013
Pag
e 13
of E
urop
ean
Tec
hnic
al A
ppro
val E
TA
-02/
0033
Hil
ti p
us
h-i
n a
nc
ho
r H
KD
-RA
nn
ex
6
Ch
ara
cte
ris
tic
re
sis
tan
ce
of E
urop
ean
to s
he
ar
loa
ds
(d
es
ign
me
tho
d A
),T
echn
ical
App
rova
ld
isp
lac
em
en
t va
lue
sE
TA
-02
/00
33
Tab
le 8
:C
hara
cter
istic
res
ista
nce
to s
hear
load
s (d
esig
n m
etho
d A
)
HK
D-S
R
HK
D-E
R
SR M8x30
ER M8x30
SR M10x40
ER M10x40
SR M12x50
ER M12x50
SR M16x65
ER M16x65
SR M20x80
ER M20x80
Ste
el fa
ilu
re w
ith
ou
t le
ver
arm
Cha
ract
eris
tic r
esis
tanc
eV
Rk,
s[k
N]
8,4
10,5
18,7
32,1
51,0
Par
tial s
afet
y fa
ctor
γ Ms
1,52
Ste
el fa
ilu
re w
ith
lev
er
arm
Cha
ract
eris
tic r
esis
tanc
eM
Rk,
s[N
m]
stee
l A4-
7026
,252
,391
,623
2,7
454,
4
Par
tial s
afet
y fa
ctor
γ Ms
1,56
Co
nc
rete
pry
ou
t fa
ilu
re
Fac
tor
in e
quat
ion
(5.6
) of
ET
AG
Ann
ex C
, §5.
2.3.
3k
2,0
γ 21,
0P
artia
l saf
ety
fact
orγ M
cp
1,8
Co
nc
rete
ed
ge
fa
ilu
re
Effe
ctiv
e le
ngth
of a
ncho
rin
she
ar lo
adin
gl f
[mm
]30
4050
6580
Ext
erna
l dia
met
er o
fan
chor
d nom
[mm
]10
1215
2025
γ 21,
0P
artia
l saf
ety
fact
orγ M
c1,
8
Tab
le 9
:D
ispl
acem
ents
und
er s
hear
load
s
HK
D-S
R
HK
D-E
R
SR M8x30
ER M8x30
SR M10x40
ER M10x40
SR M12x50
ER M12x50
SR M16x65
ER M16x65
SR M20x80
ER M20x80
She
ar lo
ad in
C20
/25
toC
50/6
0 no
n-cr
acke
d co
ncre
te[k
N]
3,1
4,6
7,2
12,5
19,8
δ V0
[mm
]0,
350,
400,
450,
750,
75D
ispl
acem
ent
δ V∞
[mm
]0,
500,
600,
701,
11,
1
Page 57 May 2013
Page 58 May 2013
Page 59 May 2013
Page 60 May 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
39543 12-09 Union Square 7, Kowloon Station BESPARK TECHNOLOGIES ENGINEERING
Flush anchor HKD-ER M8X30 cable bracket / tray / trucking fixing
39540 12-09 PTM Projects - Sun Hung Kai S'WAH ENGINEERING CO LTD Flush anchor HKD-S 5/8"X65 Plumbing works fixing
39533 12-09 PTM Projects - Sun Hung Kai HUNG LEE AIR-CON ENG CO LTD
Flush anchor HKD-S M12X50 MVAC fixing
39584 12-09 Wynn Macau Casino HINGSKING BLDG MAT'L & ENG LTD
Flush anchor HKD-S M6X25 safety system fixing
39444 11-09 PTM Projects - Sun Hung Kai SHING HING ENG CO LTD Flush anchor HKD-ER M8X30 air duct fixing
39395 11-09 PTM Projects - Sun Hung Kai CHUN LEE ENG CO LTD Flush anchor HKD-ER M8X30 cable bracket / tray / trucking fixing
39396 11-09 PTM Projects - Sun Hung Kai CHUN LEE ENG CO LTD Flush anchor HKD-ER M16X65 cable bracket / tray / trucking fixing
39439 11-09 Airport KING CHEUNG CONST (ENG) LTD
Flush anchor HKD-S M20X80 building services fixing
39445 11-09 PTM Projects - Sun Hung Kai SHING HING ENG CO LTD Flush anchor HKD-ER M10X40 MVAC fixing
39452 11-09 PTM Projects - Sun Hung Kai SUN LICK AIR CONDITIONING ENG CO
Flush anchor HKD-ER M8X30 MVAC fixing
39453 11-09 PTM Projects - Sun Hung Kai SUN LICK AIR CONDITIONING ENG CO
Flush anchor HKD-ER M10X40 MVAC fixing
39433 11-09 PTM Projects - Hsin Chong ACME GONDOLA SYSTEMS LIMITED
Flush anchor HKD-ER M16X65 gondola fixing
39176 10-09 PTM Projects - Sun Hung Kai KWONG KAM TIM CO LTD Flush anchor HKD-ER M8X30 marble / granite fixing
39207 10-09 Union Square 7, Kowloon Station TUNG LIK ENGINEERING CO Flush anchor HKD-S 5/8"X65 water pipe / pipe duct fixing
39166 10-09 Union Square 7, Kowloon Station DYNAMIC POWER (HONG KONG) LIMITED
Flush anchor HKD-ER M10X40 electrical services fixing
39189 10-09 PTM Projects - Gammon HUNG LEE AIR-CON ENG CO LTD
Flush anchor HKD-S M12X50 electrical services fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 1
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
39205 10-09 Union Square 7, Kowloon Station BESPARK TECHNOLOGIES ENGINEERING
Flush anchor HKD-SR M8X30 cable bracket / tray / trucking fixing
39243 10-09 PTM Projects - Sun Hung Kai KAI CHUEN ENGINEERING HK CO LTD
Flush anchor HKD-ER M8X30 MVAC fixing
39267 10-09 Wynn Macau Casino PERMASTEELISA MACAU LIMITED
Flush anchor HKD-E M16X65 window fixing
39301 10-09 Wynn Macau Casino S M ENGINEERING LTD Flush anchor HKD-SR M10X40 cladding / pre-cast panel fixing
39282 10-09 Le Royal Arc GOLDEN RESOURCE ENG. LTD.
Flush anchor HKD-ER M10X40 steel hanger fixing
39152 10-09 PTM Projects - Sun Hung Kai LEE YUEN CHAK KEE Flush anchor HKD-E M16X65 fall arrest / safe ring system fixing
39236 10-09 PTM Projects - Gammon PATWIN ENG CO LTD Flush anchor HKD-ER M12X50 MVAC fixing
38960 09-09 SHK Development, Tseung Kwan O (Area 56)
WONG PO KEE LIMITED Flush anchor HKD-ER M12X50 Plumbing works fixing
38942 09-09 PTM Projects - Sun Hung Kai CHUN LEE ENG CO LTD Flush anchor HKD-ER M10X40 Plumbing works fixing
38964 09-09 Tamar Development KAVEN ENG Flush anchor HKD-ER M10X40 electrical services fixing
38982 09-09 PTM Projects - Hsin Chong LUEN FAT ENGINEERING CO Flush anchor HKD-E M16X65 MVAC fixing
38986 09-09 PTM Projects - Sun Hung Kai YICK WAH ENG CO Flush anchor HKD-ER 1/2"x50 electrical services fixing
39082 09-09 Wynn Macau Casino COMPANHIA DE ENGENHARIA LYCON
Flush anchor HKD-S M6X25 suspension ceiling fixing
38973 09-09 PTM Projects - Cheung Kong NEW CITY GAS ENGINEERING CO LTD
Flush anchor HKD-ER 3/8"x40 hanger fixing
38941 09-09 PTM Projects - Sun Hung Kai CHUN LEE ENG CO LTD Flush anchor HKD-ER M12X50 Plumbing works fixing
38711 08-09 PTM Projects - Sun Hung Kai NEW WELL CONSULTANTS Flush anchor HKD-ER M8X30 water pipe / pipe duct fixing
38651 08-09 KCRC Tai Wai Depot UNION MANOR LTD Flush anchor HKD-ER M10X40 MVAC fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 2
Hotline : 8228 8118 Fax : 29541751Page 61 May 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
38639 08-09 PTM Projects - Shui On SHUI ON BUILDING CONTRACTORS LTD
Flush anchor HKD-S M10X40 steel hanger fixing
38359 07-09 PTM Projects - Hsin Chong CHEONG FAT METALWARE CO
Flush anchor HKD-S M12X50 lift / escalator fixing
38323 07-09 PTM Projects - Shui On SHUI ON BUILDING CONTRACTORS LTD
Flush anchor HKD-S M16X65 catch fence fixing
38293 07-09 Oceanus Entertainment Complex SONWIN ENGINEERING SERVICES AND
Flush anchor HKD-S M8X30 decoration fixing
38264 07-09 The Venetian Casino Resort (Parcel 1) SEN HUI ENGINEER CO. LTD. Flush anchor HKD-S M10X40 suspension ceiling fixing
38255 07-09 Wynn Macau Casino ON TOP CONSTRUCTION CO Flush anchor HKD-S M10X40 hanger fixing
38410 07-09 PTM Projects - Shui On NEW CITY GAS ENGINEERING CO LTD
Flush anchor HKD-ER 3/8"x40 hanger fixing
38373 07-09 PTM Projects - Sun Hung Kai K & R ASSOCIATED LTD Flush anchor HKD-ER M8X30 water pipe / pipe duct fixing
38249 07-09 Wynn Macau Casino FUJI (CHINA) DECORATION Flush anchor HKD-S M12X50 suspension ceiling fixing
38440 07-09 Airport LEE YEE ENGINEERING CO LTD
Flush anchor HKD-ER M12X50 electrical services fixing
38381 07-09 PTM Projects - Sun Hung Kai NEW WELL CONSULTANTS Flush anchor HKD-ER M12X50 water pipe / pipe duct fixing
38382 07-09 PTM Projects - Sun Hung Kai NEW WELL CONSULTANTS Flush anchor HKD-ER M10X40 water pipe / pipe duct fixing
38383 07-09 PTM Projects - Sun Hung Kai SAM WO ENGINEERING COMPANY
Flush anchor HKD-ER M12X50 assy water pipe / pipe duct fixing
38384 07-09 PTM Projects - Sun Hung Kai SAM WO ENGINEERING COMPANY
Flush anchor HKD-ER M12X50 water pipe / pipe duct fixing
38533 07-09 City of Dreams Resort EASTBOUND CEILING AND RAISE
Flush anchor HKD-S M10X40 suspension ceiling fixing
38386 07-09 PTM Projects - Sun Hung Kai SAM WO ENGINEERING COMPANY
Flush anchor HKD-ER M10X40 water pipe / pipe duct fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 3
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
38374 07-09 PTM Projects - Sun Hung Kai K & R ASSOCIATED LTD Flush anchor HKD-ER M10X40 water pipe / pipe duct fixing
38385 07-09 PTM Projects - Sun Hung Kai SAM WO ENGINEERING COMPANY
Flush anchor HKD-ER M8X30 water pipe / pipe duct fixing
38042 06-09 Tung Ying Re-development, Nathan Road
WONG PO KEE LIMITED Flush anchor HKD-ER 1/2"x50 Plumbing works fixing
38095 06-09 One Central Macau LEUNG YAU IRON ENG CO Flush anchor HKD-S M12X50 hand rail fixing
38064 06-09 City of Dreams Resort TOU TAT CHONG SAU GONG CHING
Flush anchor HKD-S M10X40 roofing fixing
38007 05-09 KCRC Wu Kai Sa Depot - Lake W SAINT GLAS LIMITED Flush anchor HKD-S M10X40 kitchen cabinet fixing
37761 05-09 KCRC Tai Wai Depot JACKSON (HK) ENGINEERING CO LTD
Flush anchor HKD-ER 1/2"x50 water pipe / pipe duct fixing
37762 05-09 KCRC Tai Wai Depot JACKSON (HK) ENGINEERING CO LTD
Flush anchor HKD-ER M12X50 water pipe / pipe duct fixing
37844 05-09 One Central Macau LEUNG YAU IRON ENG CO Flush anchor HKD-S M10X40 hand rail fixing
37772 05-09 I-Square Development, Nathan Road WONG PO KEE LIMITED Flush anchor HKD-ER 1/2"x50 Plumbing works fixing
37773 05-09 Tung Ying Re-development, Nathan Road
WONG PO KEE LIMITED Flush anchor HKD-ER 3/8"x40 Plumbing works fixing
37824 05-09 PTM Projects - Gammon SOUTHERN ENGINEERING CO
Flush anchor HKD-S M12X50 u-channel fixing
37877 05-09 Union Square Phase 7 TRIUMPHANT ENG LTD OAP / JRP Flush anchor HKD-ER 3/8"x40 Air duct penetration through fire rated board
37910 05-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Flush anchor HKD-S M10X40 steel hanger fixing
37947 05-09 City of Dreams Resort EASTBOUND CEILING AND RAISE
Flush anchor HKD-S M8X30 suspension ceiling fixing
37778 05-09 KCRC Fo Tan Depot - Ho Tung Lau WAI HING IRON WORKS LTD Flush anchor HKD-S M8X30 steel hanger fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 4
Hotline : 8228 8118 Fax : 29541751Page 62 May 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
37528 04-09 City of Dreams Resort DICKSON INTERIOR CONST CO LTD
Flush anchor HKD-S M8X30 roofing fixing
37487 04-09 Airport BBY HK JOINT VENTURE Flush anchor HKD-E M16X65 Plumbing works fixing
37488 04-09 Airport BBY HK JOINT VENTURE Flush anchor HKD-S 5/8"X65 Plumbing works fixing
37496 04-09 Tung Ying Re-development, Nathan Road
WONG PO KEE LIMITED Flush anchor HKD-ER M12X50 Plumbing works fixing
37512 04-09 PTM Projects - Hip Hing WAI HING IRON WORKS LTD Flush anchor HKD-S M10X40 steel hanger fixing
37562 04-09 Le Royal Arc GOLDEN RESOURCE ENG. LTD.
Flush anchor HKD-E M16X65 machine fixing
37538 04-09 One Central Macau SAN WO DECORATION ENGINEERING LTD
Flush anchor HKD-S M8X30 decoration fixing
37700 04-09 Tung Ying Re-development, Nathan Road
PATWIN ENG CO LTD Flush anchor HKD-ER M12X50 air duct fixing
37511 04-09 PTM Projects - Hip Hing ST ENGINEERING (HK) LTD Flush anchor HKD-E M16X65 machine fixing
37563 04-09 Le Royal Arc GOLDEN RESOURCE ENG. LTD.
Flush anchor HKD-SR M16X65 machine fixing
37701 04-09 Tung Ying Re-development, Nathan Road
PATWIN ENG CO LTD Flush anchor HKD-ER M16X65 air duct fixing
37697 04-09 Airport BESTLINK TECHNICAL ADVANCE CO LTD
Flush anchor HKD-S M12X50 electrical services fixing
37674 04-09 One Central Macau YAH SHUN COMPANY LIMITED
Flush anchor HKD-S M12X50 suspension ceiling fixing
37650 04-09 Le Royal Arc TIN WUI ENGINEERING COMPANY
Flush anchor HKD-S M10X40 suspension ceiling fixing
37646 04-09 Le Royal Arc GOLDEN RESOURCE ENG. LTD.
Flush anchor HKD-E M16X65 suspension ceiling fixing
37629 04-09 PTM Projects - Hsin Chong KAM FUNG ENG LTD Flush anchor HKD-S M10X40 steel hanger fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 5
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
37619 04-09 Lohas Park Phase 1 & Phase 2 MODERN AGE AIR CONDITIONING ENG LTD
Flush anchor HKD-ER 3/8"x40 MVAC fixing
37597 04-09 Four Seasons Hotel, Macau (Parcel 2) OFIC FERRAGENS OU SON Flush anchor HKD-S 3/8"X40 hand rail fixing
37293 03-09 PTM Projects - Sun Hung Kai MEW FOOK KEE Flush anchor HKD-ER M10X40 MVAC fixing
37190 03-09 Airport YUEN CHEONG ENG CO LTD Flush anchor HKD-ER 3/8"x40 Plumbing works fixing
37301 03-09 KCRC Tai Wai Depot MAN FAI ENGINEERING CO Flush anchor HKD-ER M12X50 cable bracket / tray / trucking fixing
37307 03-09 KCRC Fo Tan Depot - Ho Tung Lau GOLDEN WAY ENG DEVELOPMENT LTD
Flush anchor HKD-SR M10X40 marble / granite fixing
37325 03-09 PTM Projects - Gammon AMEN CONSTRUCTION CO LTD
Flush anchor HKD-S M16X65 hanger fixing
37281 03-09 KCRC Tai Wai Depot FOU YING ENGINEERING CO LTD
Flush anchor HKD-ER M10X40 electrical services fixing
37246 03-09 City of Dreams Resort SUN KOU NGAI CONST. MATERIAL & ENG.
Flush anchor HKD-S M10X40 steel hanger fixing
37119 03-09 Lohas Park Phase 1 & Phase 2 HING FAT LIGHTING INTERNATIONAL LTD
Flush anchor HKD-S M10X40 lighting euqipment fixing
37182 03-09 Lohas Park Phase 1 & Phase 2 REFRIGO ENG LTD Flush anchor HKD-ER M12X50 cable bracket / tray / trucking fixing
37297 03-09 Lohas Park Phase 1 & Phase 2 HENCH (CHINA) BUILDING SERVICES
Flush anchor HKD-ER 1/2"x50 MVAC fixing
37180 03-09 Airport CHUN LEE ENG CO LTD Flush anchor HKD-E M16X65 cable bracket / tray / trucking fixing
37137 03-09 City of Dreams Resort MERCURIO SERVICOS DE ENGENHARIA
Flush anchor HKD-E M12x50 bucket Plumbing works fixing
37187 03-09 KCRC Tai Wai Depot JACKSON (HK) ENGINEERING CO LTD
Flush anchor HKD-ER 3/8"x40 cable bracket / tray / trucking fixing
37282 03-09 KCRC Tai Wai Depot FOU YING ENGINEERING CO LTD
Flush anchor HKD-ER M12X50 electrical services fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 6
Hotline : 8228 8118 Fax : 29541751Page 63 May 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
37189 03-09 Airport YUEN CHEONG ENG CO LTD Flush anchor HKD-ER 1/2"x50 Plumbing works fixing
37102 03-09 PTM Projects - Paul Y HANG YICK GATE ENG CO Flush anchor HKD-S M8X30 steel bracket fixing
37233 03-09 Union Square 7, Kowloon Station INDUSTRIAL ACOUSTICS CO (HK) LTD
Flush anchor HKD-S M8X30 safety system fixing
37235 03-09 Hong Kong Convention & Exhibition Centre Renovation
LISTO ENTERPRISE CO LTD Maunsell Flush anchor HKD-S 1/4"X25 safety system fixing
37397 03-09 Wynn Macau Casino COMPANHIA DE ENGENHARIA LYCON
Flush anchor HKD-S M10X40 suspension ceiling fixing
37422 03-09 Tung Ying Re-development, Nathan Road
PATWIN ENG CO LTD Flush anchor HKD-ER M10X40 MVAC fixing
37127 03-09 Le Royal Arc MAJESTIC ENGINEERING (MACAO) CO LTD
Flush anchor HKD-ER M16X65 Plumbing works fixing
37188 03-09 Airport KONE ELEVATOR (HK) LTD Flush anchor HKD-S M10X40 lift / escalator fixing
36790 02-09 Wynn Macau Casino YICK SZE REFRIGERATION SERVICE
Flush anchor HKD-ER 3/8"x40 MVAC fixing
36793 02-09 Wynn Macau Casino YUNG KEE ELECTRICAL MECHANICAL &
Flush anchor HKD-E M12x50 bucket Plumbing works fixing
36801 02-09 KCRC Wu Kai Sa Depot - Lake W LUEN FAT CONDITIONING ENG CO
Flush anchor HKD-ER 3/8"x40 MVAC fixing
36822 02-09 PTM Projects - Sun Hung Kai LONG NGAI STAINLESS STEEL
Flush anchor HKD-S M8X30 suspension ceiling fixing
36742 02-09 City of Dreams Resort BIWATER MAN LEE LTD Flush anchor HKD-ER M12X50 Plumbing works fixing
36830 02-09 Kowloon Southern Link (KSL - Link200, 300 & 400)
COMMANDING VIEW ENG CO LTD
Flush anchor HKD-E M12x50 bucket hand rail fixing
36820 02-09 PTM Projects - Hsin Chong ASSOCIATED ENGINEERS LTD
Flush anchor HKD-S M8X30 steel hanger fixing
36788 02-09 Wynn Macau Casino PLOUGHTEK P & D ENGINEERING
Flush anchor HKD-E M12x50 bucket Plumbing works fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 7
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
36831 02-09 Kowloon Southern Link (KSL - Link200, 300 & 400)
COMMANDING VIEW ENG CO LTD
Flush anchor HKD-ER M10X40 hand rail fixing
36748 02-09 City of Dreams Resort LITTO (MACAU) ENGINEERING CO.LTD
Flush anchor HKD-S M20X80 MVAC fixing
36740 02-09 Le Royal Arc MAJESTIC ENGINEERING (MACAO) CO LTD
Flush anchor HKD-ER M12X50 Plumbing works fixing
36739 02-09 Le Royal Arc MAJESTIC ENGINEERING (MACAO) CO LTD
Flush anchor HKD-ER M10X40 Plumbing works fixing
36738 02-09 Le Royal Arc MAJESTIC ENGINEERING (MACAO) CO LTD
Flush anchor HKD-E M10x40 bucket Plumbing works fixing
36717 02-09 PTM Projects - Cheung Kong KAN KI ENGINEERING LTD Flush anchor HKD-S M10X40 steel bracket fixing
36763 02-09 Oceanus Entertainment Complex CIA ENG KATSWING E&M (MACAU) LDA
Flush anchor HKD-E M16X65 MVAC fixing
37035 02-09 One Central Macau VISON WEALTH ENGENHARIA COMPANHIA
Flush anchor HKD-S M8X30 suspension ceiling fixing
36929 02-09 KCRC Wu Kai Sa Depot - Lake W YIP HING ENGRG CO Flush anchor HKD-ER M12X50 electrical services fixing
36836 02-09 City of Dreams Resort EASTBOUND CEILING AND RAISE
Flush anchor HKD-S M8X30 channel fixing for drywall
37074 02-09 PTM Projects - Hip Hing CHI SHING AIR-CONDITIONING ENG OC
Flush anchor HKD-S 5/8"X65 MVAC fixing
37071 02-09 PTM Projects - Cheung Kong CHI SHING AIR-CONDITIONING ENG OC
Flush anchor HKD-S 5/8"X65 MVAC fixing
36997 02-09 City of Dreams Resort VAFORD CONTRACTING CO LTD
Flush anchor HKD-S M8X30 suspension ceiling fixing
36984 02-09 Le Royal Arc CHONG SAN INTERIOR DESIGN &
Flush anchor HKD-S M8X30 suspension ceiling fixing
36849 02-09 PTM Projects - Hip Hing LISTO ENTERPRISE CO LTD Flush anchor HKD-S 3/8"X40 safety system fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 8
Hotline : 8228 8118 Fax : 29541751Page 64 May 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
36933 02-09 Kowloon Southern Link (KSL - Link200, 300 & 400)
RIDGID PLUMBING LIMITED Flush anchor HKD-E M16X65 water pipe / pipe duct fixing
36928 02-09 Tung Ying Re-development, Nathan Road
LEE KONG ENGINEERING CO Flush anchor HKD-ER M10X40 electrical services fixing
36919 02-09 Airport WING FUNG ENG (H.K.) LTD Flush anchor HKD-S M20X80 building services fixing
36868 02-09 City of Dreams Resort ENGENHARIA HUNG YIP Flush anchor HKD-SR M8X30 machine fixing
36962 02-09 PTM Projects - E-man FUK LAM ENGINEERING LTD Flush anchor HKD-S M8X30 hanger fixing
37072 02-09 PTM Projects - Gammon PATWIN ENG CO LTD Flush anchor HKD-ER M10X40 MVAC fixing
36837 02-09 City of Dreams Resort VAFORD CONTRACTING CO LTD
Flush anchor HKD-S M8X30 safety system fixing
36548 01-09 KCRC Tai Wai Depot LUEN FAT CONDITIONING ENG CO
Flush anchor HKD-ER 3/8"x40 MVAC fixing
36547 01-09 KCRC Tai Wai Depot LUEN FAT CONDITIONING ENG CO
Flush anchor HKD-ER 1/2"x50 MVAC fixing
36521 01-09 City of Dreams Resort BIWATER MAN LEE LTD Flush anchor HKD-E M12x50 bucket Plumbing works fixing
36520 01-09 City of Dreams Resort BESPARK TECHNOLOGIES ENGINEERING
Flush anchor HKD-ER M12X50 broadband equipment fixing
36518 01-09 City of Dreams Resort AV PROFESSIONAL LIMITED Flush anchor HKD-S M12X50 broadband equipment fixing
36549 01-09 Airport CHEONG FAT METALWARE CO
Flush anchor HKD-S M12X50 lift / escalator fixing
36705 01-09 PTM Projects - Hip Hing ALGA (FAR EAST) LTD Flush anchor HKD-S M8X30 block work fixing
36519 01-09 City of Dreams Resort AV PROFESSIONAL LIMITED Flush anchor HKD-S M8X30 broadband equipment fixing
36575 01-09 PTM Projects - Cheung Kong LISTO ENTERPRISE CO LTD Flush anchor HKD-S M6X25 safety system fixing
36581 01-09 PTM Projects - Shui On LISTO ENTERPRISE CO LTD Flush anchor HKD-S 1/4"X25 safety system fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 9
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Feb-10
36586 01-09 City of Dreams Resort ENGENHARIA HUNG YIP Flush anchor HKD-E M16X65 steel hanger fixing
36587 01-09 City of Dreams Resort ENGENHARIA HUNG YIP Flush anchor HKD-S M20X80 steel hanger fixing
36597 01-09 City of Dreams Resort YAU LEE CONSTRUCTION (MACAU) CO LTD
Flush anchor HKD-S M12X50 steel hanger fixing
36625 01-09 Union Square 7, Kowloon Station TRIUMPHANT ENG LTD Flush anchor HKD-ER 1/2"x50 building services fixing
36636 01-09 Lohas Park Phase 1 & Phase 2 HUNS ENGINEERING CO LTD Flush anchor HKD-ER M10X40 MVAC fixing
36510 01-09 PTM Projects - Hip Hing KWOK FUNG INTERIOR DECORATION
Flush anchor HKD-E M10x40 bucket suspension ceiling fixing
36635 01-09 Lohas Park Phase 1 & Phase 2 HENCH (CHINA) BUILDING SERVICES
Flush anchor HKD-ER 3/8"x40 MVAC fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 10
Hotline : 8228 8118 Fax : 29541751Page 65 May 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
33993 12-08 Airport WING FUNG ENG (H.K.) LTD Flush anchor HKD-ER M10X40 MVAC fixing
33586 12-08 PTM Projects - Hip Hing LISTO ENTERPRISE CO LTD Flush anchor HKD-S 1/4"X25 suspension ceiling fixing
33334 12-08 PTM Projects - Sun Hung Kai SHUN TUNG ENG. CO. LTD. Flush anchor HKD-ER M8X30 air duct fixing
33230 12-08 Galaxy Mega Resort CHINA ZHONG JI MECHINA Flush anchor HKD-E M16X65 electrical services fixing
33229 12-08 Galaxy Mega Resort CHINA ZHONG JI MECHINA Flush anchor HKD-E M12x50 bucket electrical services fixing
33476 12-08 Airport FAS ENGINEERING LTD Flush anchor HKD-S M10X40 steel hanger fixing
33974 12-08 PTM Projects - Shui On SHUI ON CONST CO LTD Flush anchor HKD-S M16X65 steel bracket fixing
33991 12-08 Airport SMARTPOWER M & E ENGINEERING LTD
Flush anchor HKD-S M20X80 electrical services fixing
33461 12-08 Union Square 7, Kowloon Station SIMBEL LTD Flush anchor HKD-SR M8X30 marble / granite fixing
33319 12-08 Airport YAU LEE DESIGN ENGINEERING CO LTD
Flush anchor HKD-S M20X80 cable bracket / tray / trucking fixing
33481 12-08 PTM Projects - Hip Hing FAS ENGINEERING LTD Flush anchor HKD-S M10X40 steel hanger fixing
33315 12-08 Airport CHUN LEE ENG CO LTD Flush anchor HKD-ER M10X40 water pipe / pipe duct fixing
33994 12-08 Airport WING FUNG ENG (H.K.) LTD Flush anchor HKD-S M20X80 MVAC fixing
33254 12-08 One Central Macau LEE TACK ENGINEERING (MACAU) CO LTD
Flush anchor HKD-ER M10X40 MVAC fixing
33959 12-08 PTM Projects - Hip Hing PENTA-OCEAN CONST CO LTD
Flush anchor HKD-SR M16X65 steel bracket fixing
33372 12-08 PTM Projects - Yau Lee YAU LEE CONST CO LTD Flush anchor HKD-S M16X65 steel hanger fixing
33942 12-08 PTM Projects - China State CHINA STATE CONST ENG COR
Flush anchor HKD-S M16X65 steel bracket fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 1
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
33551 12-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Flush anchor HKD-S 3/8"X40 building services fixing
33378 12-08 PTM Projects - Yau Lee YAU LEE CONSTRUCTION MATERIALS &
Flush anchor HKD-E M8x30 bucket steel hanger fixing
33520 12-08 PTM Projects - Gammon HANG CHEONG BLDG MATERIALS SUPPLIES
Flush anchor HKD-S 5/16"X30 suspension ceiling fixing
33552 12-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Flush anchor HKD-S 5/8"X65 building services fixing
33553 12-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Flush anchor HKD-S M10X40 building services fixing
33302 12-08 Wynn Macau Casino LITTO (MACAU) ENGINEERING CO.LTD
Flush anchor HKD-S 5/8"X65 steel bracket fixing
33943 12-08 PTM Projects - China State CHINA STATE CONST ENG COR
Flush anchor HKD-SR M8X30 steel bracket fixing
33985 12-08 Airport CHUBB HONG KONG LTD Flush anchor HKD-E M16X65 fire services fixing
33358 12-08 PTM Projects - Sun Hung Kai AEGIS ENG CO LTD Flush anchor HKD-S 5/8"X65 steel hanger fixing
33589 12-08 PTM Projects - Sun Hung Kai LISTO ENTERPRISE CO LTD Flush anchor HKD-S M6X25 suspension ceiling fixing
33357 12-08 PTM Projects - Hsin Chong HSIN CHONG CONSTRUCTION (ASIA) LTD
Flush anchor HKD-E M16X65 steel hanger fixing
34032 12-08 PTM Projects - Sun Hung Kai SAINT GLAS LIMITED Flush anchor HKD-S M10X40 suspension ceiling fixing
33313 12-08 Wynn Macau Casino SUN SENG METALS & ELECTRICAL
Flush anchor HKD-S M16X65 electrical services fixing
33306 12-08 Wynn Macau Casino PLOUGHTEK P & D ENGINEERING
Flush anchor HKD-E M16X65 Plumbing works fixing
34024 12-08 PTM Projects - China State SAINT GLAS LIMITED Flush anchor HKD-S M10X40 suspension ceiling fixing
33210 12-08 City of Dreams Resort PATWIN ENG CO LTD Flush anchor HKD-E M16X65 Plumbing works fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 2
Hotline : 8228 8118 Fax : 29541751Page 66 May 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
33869 12-08 City of Dreams Resort TAT SHING DECORATION ENG LTD
Flush anchor HKD-S M8X30 suspension ceiling fixing
33683 12-08 One Central Macau SANWA SHUTTER (HK) LTD Flush anchor HKD-S M10X40 metal gate fixing
33848 12-08 City of Dreams Resort DAVID DECORATION (MACAU) LIMITED
Flush anchor HKD-S M16X65 suspension ceiling fixing
33338 12-08 Union Square Phase 7 TRIUMPHANT ENG LTD OAP / JRP Flush anchor HKD-E 1/2"X50 bucket air duct fixing
33205 12-08 City of Dreams Resort LITTO (MACAU) ENGINEERING CO.LTD
Flush anchor HKD-S 5/8"X65 Plumbing works fixing
33890 12-08 One Central Macau SANWA SHUTTER (HK) LTD Flush anchor HKD-S M10X40 suspension ceiling fixing
33339 12-08 Union Square Phase 7 TRIUMPHANT ENG LTD OAP / JRP Flush anchor HKD-E 3/8"X40 bucket air duct fixing
33412 12-08 KCRC Tai Wai Depot YUEN CHEONG ENG CO LTD Flush anchor HKD-ER 1/2"x50 Plumbing works fixing
33611 12-08 City of Dreams Resort ENGENHARIA HUNG YIP Flush anchor HKD-S M10X40 hand rail fixing
33612 12-08 City of Dreams Resort ENGENHARIA HUNG YIP Flush anchor HKD-S M8X30 hand rail fixing
33413 12-08 KCRC Tai Wai Depot YUEN CHEONG ENG CO LTD Flush anchor HKD-ER 3/8"x40 Plumbing works fixing
33470 12-08 KCRC Tai Wai Depot TSIEN WUI STONE CO LTD Flush anchor HKD-SR M10X40 marble / granite fixing
33676 12-08 One Central Macau MACAU WELDING ENGINEERING
Flush anchor HKD-S M8X30 steel hanger fixing
33522 12-08 KCRC Tai Wai Depot LEUNG KIT KEE Flush anchor HKD-S M16X65 steel hanger fixing
33414 12-08 KCRC Tai Wai Depot YUEN CHEONG ENG CO LTD Flush anchor HKD-ER 5/16X30 Plumbing works fixing
33986 12-08 Airport CHUBB HONG KONG LTD Flush anchor HKD-S M20X80 fire services fixing
32455 11-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
COMMANDING VIEW ENG CO LTD
Flush anchor HKD-SR M6X25 hand rail fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 3
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
32738 11-08 PTM Projects - Sun Hung Kai KAM KEE STEEL WORKS LTD Flush anchor HKD-E M10X40 bucket steel hanger fixing
32535 11-08 PTM Projects - Sun Hung Kai LISTO ENTERPRISE CO LTD Flush anchor HKD-S M6X25 safety system fixing
32228 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
PATWIN ENG CO LTD Flush anchor HKD-E M12X50 bucket Plumbing works fixing
32733 11-08 PTM Projects - E-man JUMBO ORIENT CONTRACTING LTD
Flush anchor HKD-ER M10X40 steel hanger fixing
32233 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
WINNING POWER INTERNATIONAL
Flush anchor HKD-S M10X40 fire services fixing
32496 11-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Flush anchor HKD-S M12X50 fixing the mesh in the slope
32389 11-08 KCRC TSIEN WUI STONE CO LTD Flush anchor HKD-SR M10X40 marble / granite fixing
32333 11-08 KCRC YUEN CHEONG ENG CO LTD Flush anchor HKD-ER 3/8"x40 Plumbing works fixing
32542 11-08 City of Dreams Resort CHONG HING HONG Flush anchor HKD-E M16X65 air duct fixing
32285 11-08 PTM Projects - Hsin Chong HSIN CHONG CONSTRUCTION (ASIA) LTD
Flush anchor HKD-E M16X65 catch fence fixing
32332 11-08 KCRC YUEN CHEONG ENG CO LTD Flush anchor HKD-ER 1/2"x50 Plumbing works fixing
32229 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
PATWIN ENG CO LTD Flush anchor HKD-E M16X65 Plumbing works fixing
32163 11-08 One Central Macau LEE TACK ENGINEERING (MACAU) CO LTD
Flush anchor HKD-E M12X50 bucket MVAC fixing
32992 11-08 PTM Projects - Gammon HOI YEUNG MAN HO ENGINEERING LTD
Flush anchor HKD-S M8X30 suspension ceiling fixing
32495 11-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Flush anchor HKD-S M10X40 fixing the mesh in the slope
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 4
Hotline : 8228 8118 Fax : 29541751Page 67 May 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
32494 11-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Flush anchor HKD-S 5/8"X65 fixing the mesh in the slope
32991 11-08 PTM Projects - Gammon HOI YEUNG MAN HO ENGINEERING LTD
Flush anchor HKD-S M16X65 suspension ceiling fixing
32301 11-08 PTM Projects - Yau Lee YAU LEE CONST CO LTD Flush anchor HKD-S M16X65 catch fence fixing
32969 11-08 KCRC YIP HING ENGRG CO Flush anchor HKD-SR M20X80 MVAC fixing
32443 11-08 PTM Projects - Gammon HANG CHEONG BLDG MATERIALS SUPPLIES
Flush anchor HKD-S 5/16"X30 suspension ceiling fixing
32479 11-08 PTM Projects - Gammon GAMMON - HIP HING JOINT VENTURE
Flush anchor HKD-S M16X65 catch fence fixing
32795 11-08 City of Dreams Resort SITU-MINSANG ENGINEERING LTD
Flush anchor HKD-ER M8X30 suspension ceiling fixing
32549 11-08 City of Dreams Resort ENGENHARIA HUNG YIP Flush anchor HKD-ER M10X40 steel hanger fixing
32578 11-08 City of Dreams Resort YAU LEE CONSTRUCTION (MACAU) CO LTD
Flush anchor HKD-S M8X30 cladding / pre-cast panel fixing
32497 11-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Flush anchor HKD-S M20X80 fixing the mesh in the slope
32300 11-08 PTM Projects - Yau Lee YAU LEE CONST CO LTD Flush anchor HKD-S 3/8"X40 temporary M&E fixing
32058 11-08 Le Royal Arc YUN KEE ENGINEERING Flush anchor HKD-E M16X65 Plumbing works fixing
32066 11-08 City of Dreams Resort BIWATER MAN LEE LTD Flush anchor HKD-S M16X65 Plumbing works fixing
32683 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
YAU HO ENG CO Flush anchor HKD-E M12X50 bucket block work fixing
32855 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
MACAU CLEVER BUILDING MATERIALS
Flush anchor HKD-S M8X30 suspension ceiling fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 5
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
32955 11-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
PATWIN ENG CO LTD Flush anchor HKD-E M16X65 air duct fixing
32061 11-08 City of Dreams Resort BESPARK TECHNOLOGIES ENGINEERING
Flush anchor HKD-E M12X50 bucket electrical services fixing
32126 11-08 City of Dreams Resort YUNG KEE ELECTRICAL MECHANICAL &
Flush anchor HKD-E M12X50 bucket Plumbing works fixing
32065 11-08 City of Dreams Resort BIWATER MAN LEE LTD Flush anchor HKD-S M12X50 Plumbing works fixing
32257 11-08 PTM Projects - Sun Hung Kai SHUN TUNG ENG. CO. LTD. Flush anchor HKD-ER M8X30 MVAC fixing
32107 11-08 City of Dreams Resort SZE CHEONG (MACAU) ENGINEERING LTD
Flush anchor HKD-E M12X50 bucket steel bracket fixing
32858 11-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
T J TECHNICAL SERVICES LTD
Flush anchor HKD-S M10X40 machine fixing
32966 11-08 KCRC SUN HING ELECTRICAL ENGINEERING
Flush anchor HKD-ER M12X50 electrical services fixing
32822 11-08 One Central Macau SANWA SHUTTER (HK) LTD Flush anchor HKD-S M10X40 suspension ceiling fixing
32178 11-08 One Central Macau TAK CHEONG E&M ENG. CO. LTD.
Flush anchor HKD-E M16X65 Plumbing works fixing
32913 11-08 KCRC CHINA STATE CONST ENG COR
Flush anchor HKD-S M16X65 steel bracket fixing
32067 11-08 City of Dreams Resort BIWATER MAN LEE LTD Flush anchor HKD-S M8X30 Plumbing works fixing
32090 11-08 City of Dreams Resort OCEAN ELECTRICAL ENGINEERING
Flush anchor HKD-E M12X50 bucket electrical services fixing
32106 11-08 City of Dreams Resort SZE CHEONG (MACAU) ENGINEERING LTD
Flush anchor HKD-E M10X40 bucket steel bracket fixing
31986 11-08 Airport FU SHING ENG CO LTD Flush anchor HKD-S M20X80 steel hanger fixing
32997 11-08 KCRC SAINT GLAS LIMITED Flush anchor HKD-S M10X40 suspension ceiling fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 6
Hotline : 8228 8118 Fax : 29541751Page 68 May 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
32803 11-08 City of Dreams Resort TAT SHING DECORATION ENG LTD
Flush anchor HKD-S M12X50 suspension ceiling fixing
32887 11-08 PTM Projects - Paul Y PAUL Y CONST CO LTD Flush anchor HKD-ER M16X65 steel bracket fixing
32577 11-08 City of Dreams Resort YAU LEE CONSTRUCTION (MACAU) CO LTD
Flush anchor HKD-S M10X40 cladding / pre-cast panel fixing
32907 11-08 PTM Projects - Shui On SHUI ON CONST CO LTD Flush anchor HKD-S M12X50 steel bracket fixing
32182 11-08 One Central Macau WONG PO KEE (MACAU) LIMITED
Flush anchor HKD-E M12X50 bucket Plumbing works fixing
32934 11-08 PTM Projects - Hip Hing FAS ENGINEERING LTD Flush anchor HKD-S M10X40 steel hanger fixing
32204 11-08 Four Seasons Hotel, Macau (Parcel 2) HUNG FOOK AIR CONDITIONING
Flush anchor HKD-ER M10X40 MVAC fixing
32167 11-08 One Central Macau READY ENGINEERING (MACAU) LIMITED
Flush anchor HKD-E M12X50 bucket electrical services fixing
32590 11-08 MGM Grand Macau MACAU WELDING ENGINEERING
Flush anchor HKD-S M8X30 steel hanger fixing
32320 11-08 PTM Projects - Paul Y CHOI SUM WATERPIPE SERVICE CO LTD
Flush anchor HKD-E M12X50 bucket Plumbing works fixing
30859 10-08 PTM Projects - Paul Y WING YIP CEILING ENG CO Flush anchor HKD-S M16X65 MVAC fixing
31002 10-08 Four Seasons Hotel, Macau (Parcel 2) SHARP HING E & M LTD Flush anchor HKD-E 3/8"X40 bucket Plumbing works fixing
31754 10-08 PTM Projects - Shui On SHUI ON PLANT - SOC Flush anchor HKD-S M10X40 steel bracket fixing
31724 10-08 PTM Projects - China State CHINA STATE CONST ENG COR
Flush anchor HKD-S M16X65 steel bracket fixing
31000 10-08 Four Seasons Hotel, Macau (Parcel 2) ON LEE ENG CO Flush anchor HKD-E M10X40 bucket MVAC fixing
31923 10-08 PTM Projects - Paul Y NICKEL ENG LTD Flush anchor HKD-E 3/8"X40 bucket electrical services fixing
31753 10-08 PTM Projects - Shui On SHUI ON PLANT - SOBC Flush anchor HKD-S M16X65 steel bracket fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 7
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
31098 10-08 PTM Projects - Paul Y FORTRESS-A DIVISION OF A.S. WATSON
Flush anchor HKD-E 3/8"X40 bucket MVAC fixing
31648 10-08 Four Seasons Hotel, Macau (Parcel 2) GOOD PROFIT ENGINEERING LTD
Flush anchor HKD-S M10X40 suspension ceiling fixing
30983 10-08 One Central Macau LEE TACK ENGINEERING (MACAU) CO LTD
Flush anchor HKD-ER M12X50 MVAC fixing
31521 10-08 Wynn Macau Casino ENGENHARIA HUNG YIP Flush anchor HKD-S 5/8"X65 steel hanger fixing
30947 10-08 Galaxy Mega Resort CHINA ZHONG JI MECHINA Flush anchor HKD-E M12X50 bucket electrical services fixing
30963 10-08 Galaxy Mega Resort YUNG KEE ELECTRICAL MECHANICAL &
Flush anchor HKD-E M12X50 bucket Plumbing works fixing
31100 10-08 PTM Projects - Sun Hung Kai CHIT TAT ELECTRICAL ENG LTD
Flush anchor HKD-E 3/8"X40 bucket electrical services fixing
31614 10-08 City of Dreams Resort SITU-MINSANG ENGINEERING LTD
Flush anchor HKD-ER M8X30 suspension ceiling fixing
31356 10-08 City of Dreams Resort ENGENHARIA HUNG YIP Flush anchor HKD-S 5/8"X65 glass fencing / balustrade fixing
30965 10-08 MGM Grand Macau SOLAR EMPIRE ENG CO LTD Flush anchor HKD-E 3/8"X40 bucket Plumbing works fixing
31593 10-08 City of Dreams Resort COMPANHIA DE ENGENHARIA LYCON
Flush anchor HKD-S M10X40 suspension ceiling fixing
31073 10-08 Wynn Macau Casino SHARP HING E & M LTD Flush anchor HKD-E 1/2"X50 bucket Plumbing works fixing
31412 10-08 One Central Macau MACAU WELDING ENGINEERING
Flush anchor HKD-S M8X30 steel hanger fixing
30982 10-08 One Central Macau LEE TACK ENGINEERING (MACAU) CO LTD
Flush anchor HKD-ER M10X40 MVAC fixing
31828 10-08 One Central Macau READY ENGINEERING (MACAU) LIMITED
Flush anchor HKD-E M12X50 bucket cable bracket / tray / trucking fixing
31832 10-08 One Central Macau TAK CHEONG E&M ENG. CO. LTD.
Flush anchor HKD-S M16X65 Plumbing works fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 8
Hotline : 8228 8118 Fax : 29541751Page 69 May 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
30925 10-08 City of Dreams Resort SUN CHUNG SUN E&M DECORATION
Flush anchor HKD-S M10X40 u-channel fixing
30942 10-08 City of Dreams Resort YUNG KEE ELECTRICAL MECHANICAL &
Flush anchor HKD-E M12X50 bucket Plumbing works fixing
31799 10-08 City of Dreams Resort SZE CHEONG (MACAU) ENGINEERING LTD
Flush anchor HKD-S M12X50 glass rail fixing
31925 10-08 PTM Projects - Sun Hung Kai MEW FOOK KEE Flush anchor HKD-ER M8X30 MVAC fixing
31952 10-08 PTM Projects - Gammon HOI YEUNG MAN HO ENGINEERING LTD
Flush anchor HKD-S M8X30 hand rail fixing
31150 10-08 PTM Projects - Gammon WONG PO KEE LIMITED Flush anchor HKD-E 3/8"X40 bucket Plumbing works fixing
31314 10-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Flush anchor HKD-S M10X40 scaffolding fixing
31313 10-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Flush anchor HKD-S 5/8"X65 scaffolding fixing
31315 10-08 PTM Projects - Gammon GAMMON CONSTRUCTION LTD
Flush anchor HKD-S M12X50 scaffolding fixing
31645 10-08 The Venetian Casino Resort (Parcel 1) CONSTRUCOES E OBRAS PUBLICAS
Flush anchor HKD-S M6X25 suspension ceiling fixing
30948 10-08 Galaxy Mega Resort CHINA ZHONG JI MECHINA Flush anchor HKD-E M16X65 electrical services fixing
31559 10-08 PTM Projects - Sun Hung Kai JUMBO ORIENT CONTRACTING LTD
Flush anchor HKD-ER M10X40 steel hanger fixing
31138 10-08 PTM Projects - Yau Lee YAU LEE CONST CO LTD Flush anchor HKD-E M16X65 catch fence fixing
31771 10-08 Le Royal Arc YUN KEE ENGINEERING Flush anchor HKD-E M16X65 Plumbing works fixing
31077 10-08 Wynn Macau Casino SUN SENG METALS & ELECTRICAL
Flush anchor HKD-S M16X65 steel bracket fixing
31871 10-08 Wynn Macau Casino PLOUGHTEK P & D ENGINEERING
Flush anchor HKD-E M16X65 Plumbing works fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 9
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
31076 10-08 Wynn Macau Casino SUN SENG METALS & ELECTRICAL
Flush anchor HKD-E M16X65 steel bracket fixing
31075 10-08 Wynn Macau Casino SUN SENG METALS & ELECTRICAL
Flush anchor HKD-E 3/8"X40 bucket steel bracket fixing
31074 10-08 Wynn Macau Casino SHARP HING E & M LTD Flush anchor HKD-E 3/8"X40 bucket Plumbing works fixing
31644 10-08 The Venetian Casino Resort (Parcel 1) CONSTRUCOES E OBRAS PUBLICAS
Flush anchor HKD-E M12X50 bucket suspension ceiling fixing
31459 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
ENGENHARIA HUNG YIP Flush anchor HKD-ER M10X40 steel hanger fixing
30837 10-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
KINGWOOD ENG LTD Flush anchor HKD-S M8X30 steel hanger fixing
31008 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
ARTS BOUNDARY ENGINEERRING (MACAU)
Flush anchor HKD-E M16X65 electrical services fixing
31048 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
JIN LI ENGINEERING COMPANY LTD
Flush anchor HKD-E M16X65 Plumbing works fixing
31064 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
PCCW-HKT TECHNICAL SERVICES LTD
Flush anchor HKD-S M10X40 electrical services fixing
31866 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
YAU HO ENG CO Flush anchor HKD-S M8X30 u-channel fixing
31858 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
MACAU CLEVER BUILDING MATERIALS
Flush anchor HKD-S 3/8"X40 suspension ceiling fixing
31040 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
GUARDIAN FIRE ENG & CONSULTANTS LTD
Flush anchor HKD-E M10X40 bucket Metal pipe penetration sealing
31299 10-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
COMMANDING VIEW ENG CO LTD
Flush anchor HKD-SR M6X25 hand rail fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 10
Hotline : 8228 8118 Fax : 29541751Page 70 May 2013
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
31052 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
KIN LEONG CORPORATION LIMITED
Flush anchor HKD-E M10X40 bucket electrical services fixing
31071 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
YUK KEE ENGINEERING COMPANY LTD
Flush anchor HKD-E M16X65 Plumbing works fixing
31145 10-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
SAN HING MECH & ELECT ENG LTD
Flush anchor HKD-S M10X40 water pipe / pipe duct fixing
31059 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
PATWIN ENG CO LTD Flush anchor HKD-E M16X65 Plumbing works fixing
31058 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
PATWIN ENG CO LTD Flush anchor HKD-E M12X50 bucket Plumbing works fixing
31056 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
ON LEE ENG CO Flush anchor HKD-E M8X30 bucket MVAC fixing
31055 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
ON LEE ENG CO Flush anchor HKD-E M10X40 bucket MVAC fixing
31170 10-08 Kowloon Southern Link (KSL - Link200, 300 & 400)
TSIEN WUI STONE CO LTD Flush anchor HKD-S M8X30 marble / granite fixing
30829 10-08 KCRC HONEST COMPLEX SCAFFOLDING CO LTD
Flush anchor HKD-S 5/8"X65 scaffolding fixing
31167 10-08 Chinese University Shatin Hotel Development
HUNG WAH ENGINEERING COMPANY
Wong Pak Lam / PBA Flush anchor HKD-E 3/8"X40 bucket fire services fixing
31926 10-08 KCRC SUN HING ELECTRICAL ENGINEERING
Flush anchor HKD-ER M12X50 Plumbing works fixing
31929 10-08 KCRC YIP HING ENGRG CO Flush anchor HKD-ER M12X50 MVAC fixing
31963 10-08 KCRC SAINT GLAS LIMITED Flush anchor HKD-S M10X40 suspension ceiling fixing
31962 10-08 KCRC PANG'S ENG LTD Flush anchor HKD-S 3/8"X40 suspension ceiling fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 11
Hotline : 8228 8118 Fax : 29541751
Ref No Date Project Contractor Consulting Engineer Product Application
Job/Application Reference20-Jul-09
31158 10-08 KCRC YUEN CHEONG ENG CO LTD Flush anchor HKD-ER 1/2"x50 Plumbing works fixing
31906 10-08 Airport LEE YEE ENGINEERING CO LTD
Flush anchor HKD-ER 1/2"x50 MVAC fixing
31232 10-08 KCRC TSIEN WUI STONE CO LTD Flush anchor HKD-SR M10X40 marble / granite fixing
31018 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
CHEUNG WAH ENGINEERING LTD
Flush anchor HKD-E M12X50 bucket MVAC fixing
31106 10-08 KCRC ABO (E&M) LIMITED Flush anchor HKD-ER M10X40 electrical services fixing
30834 10-08 Airport FU SHING ENG CO LTD Flush anchor HKD-S M20X80 steel bracket fixing
30796 10-08 Airport LINKA BLDG MATERIALS CO LTD
Flush anchor HKD-S M8X30 suspension ceiling fixing
31907 10-08 Airport LEE YEE ENGINEERING CO LTD
Flush anchor HKD-ER M10X40 MVAC fixing
31913 10-08 Airport WING FUNG ENG (H.K.) LTD Flush anchor HKD-ER M10X40 MVAC fixing
31019 10-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
CHEUNG WAH ENGINEERING LTD
Flush anchor HKD-E M16X65 MVAC fixing
31159 10-08 KCRC YUEN CHEONG ENG CO LTD Flush anchor HKD-ER 3/8"x40 Plumbing works fixing
31240 10-08 Union Square 7, Kowloon Station SIMBEL LTD Flush anchor HKD-SR M8X30 marble / granite fixing
30558 09-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
VAFORD CONTRACTING CO LTD
Flush anchor HKD-E M12X50 bucket suspension ceiling fixing
30784 09-08 PTM Projects - Sun Hung Kai BOTH ARTS ENG CO Flush anchor HKD-SR M10X40 cladding / pre-cast panel fixing
29911 09-08 Shangri-la and Traders HotelsSheraton and St. Regis Hotels
(Parcel 5&6)
KIN LEONG CORPORATION LIMITED
Flush anchor HKD-E M12X50 bucket MVAC fixing
17/F, Tower 6, China Hong Kong City, 33 Canton Road, Tsimshatsui, Kowloon, Hong Kong. 12
Hotline : 8228 8118 Fax : 29541751Page 71 May 2013
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