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TECHNICAL DOCUMENTATION
RESULTS OF DEVIATION MEASUREMENTS
AND
GEOMETRY OF ROTARY KILN No 1
AT
EXEMPLARY CEMENT PLANT
PERIOD OF SURVEY:
30th
of March - 16th
of April, 2004
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1
FINAL REPORT ON KILN No 1
AT EXEMPLARY CEMENT PLANT
I. SCOPE OF WORK:
1. Measurement of kiln axis deformation in horizontal and vertical plane with
accuracy +/- 1.0 mm
2. Measurement of rollers horizontal skewings and rollers inclinations with
accuracy +/- 0.5 mm
3. Measurement of undertyre clearances
4. Measurement of rollers operating angles
5. Measurement of shell radial and axial deformations (shell profile)
6. Measurement of drive pinion deviations
7. Measurement of supporting rollers mechanial wear
8. Measurement of drive gear run out and wobbling
9. Measurement of tire wobbling
10. Measurement of roller shaft deflections
11. Elaboration, presentation and submission to the Client the complete
measurement report.
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2
II. SURVAY OF ROTARY KILN
1. All measurements were taken by GEOSERVEX Hot Kiln Alignment Team
Bydgoszcz, Poland from 30.03.2004. to 16.04.2004.
2. After completing all measurements for the kiln, technical documentation waspresented to cement plant representatives and the adjustment program and
schedule was discussed and agreed.
III. RESULTS OF MEASUREMENTS
1. Kiln axis
kiln axis in horizontal plane is deviated by 19 mm on second pier and
11 mm on third pier and require adjustment
kiln axis in vertical plane is deviated by 12.0 mm on second pier andrequire adjustment
undertire clearances are slightly too large for tires No 1,2,4 and it's
incorrect for tire No 3 where it rise up to 14 mm. The clearance
should be corrected by inserting shims at the nearest kiln stoppage.
Too large clearance may cause too high shell ovality and as a result
refractory loss.
kiln slope is 2.50 % and it's correct.
2. Roller's parameters and kiln thrust
rollers skewing are correct, it's values are small and do not cause
high axial forces
rollers inclinations are correct for all rollers
kiln thrust is correct, kiln is well balanced
hydraulic system pressure is around 40-50 Bar and it's correct
rollers operating angles are correct on piers No 2,3,4 and exceeds
tolerance for pier No 1, however it should not cause any problems
with kiln's operation
roller's mechanical wear is not high comparing to other older kilns
however it exceeds value of 1 mm for radius
3. Drive station
drive pinion axis is deviated by 3.5 mm in horizontal plane and by 2.0
mm in vertical plane (reduced for regulation bolts distance), this
deviation is higher than expected for this parameter
gear rim eccentricity is 4 mm what causes 8 mm change of root
clearance
gear rim eccentricity is caused by kiln shell eccentricity at the gear
(see cross section No 24), however the gear eccentricity is smaller
than eccentricity of shell in this zone gear rim wobbling is not high and equal +/- 1.6 mm
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3
drive gear rim and pinion are mechanically worn, all root's working
surfaces are damaged, root clearance and backlash are both incorrect
there is very high vibration caused by improper mesh of the drive
the pinion should be replaced as soon as possible
the gear rim should be also replaced and it can not be installed in
opposite position (after turning it by 180 degrees) because the rootsare worn both sides, the gear replacement should be performed with
consideration on eccentricity reduction
4. Kiln shell
survey of shell deviation was taken in 35 sections shown on the draft
maximum deviations of the shell (eccentric) rise up to 64 mm
(section No 16) and it exceed tolerance several times, there is a huge
"banana" formation in this zone
deviations of the shell surface (circular deviations) exceed tolerance
for cross sections No 5 and No 16 to No 32.
deviations of the shell surface (circular deviations) from section No
17 to No 22 is critically high and rise up to +/- 35 mm, replacement
of this shell portion should be taken under consideration if any
refractory loss had place in this zone
tire wobbling is +/- 1.8 mm for tire No 1, +/- 0.5 mm for tire No 2,
0.3 for tire No 3 and 0.7 mm for tire No 4, tire No 1 wobbling only
slightly exceeds tolerance
roller shaft deflections doesn't exceed value of 0.11 mm
(eccentricity) while the tolerance given by kiln producer (FLS) is0.15 mm
roller shaft deflection are caused by mechanical crank of the shell
however the crank formation in the shell is smaller than that which is
normally considered dangerous
IV. ADJUSTMENT OF THE KILN
1. Kiln axis should be adjusted to proper position in horizontal and vertical plane
by shifting rollers on first and second piers what has been discussed and agreed
with plant representatives.
2. It has been agreed that vertical adjustment axis on second pier should remains
6 mm over straight line connecting remaining axis points (Adjustment
program, VERSION I ) , what is recommended by the kiln producer (FLS)
3. It has been agreed that the adjustment should be done in small steps by plant
crew according to adjustment program prepared by Geoservex
4. First 16 steps (first day of adjustment) has been performed under supervision
of Geoservex team, there was no problems with shifting of the rollers,
reference system is clearly marked on foundation frames
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4
V. CONCLUSION
The kiln should be adjusted to proper positions of the axis. The most critical
point for kiln operation is drive station. The drive gear rim and pinion mesh is
critically incorrect and may cause serious problems for the future. There is nopossibility to solve this problem by adjusting rollers. It is strongly recommended
to replace this worn components as soon as possible.
The kiln shell deformations is very high in several places. This deformations
has serious influence on refractory life-time. If refractory loss had place in a zone
where shell deformations are serious , this part of shell should be replaced.
VI. THANKS
1. The GEOSERVEXs Hot Kiln Alignment team would like to thank officialy
the plant mechanical crew for help and assistance during measurements and
adjustment of the kiln
2. We would like to thank Cementos Goliat Plants Management for choosing our
company as the Hot Kiln Alignment Service deliverer. We aprieciate Your
confidence to us and we hope for long time cooperation with Your company.
3. In case of any problems with the kiln geometry please contact our company by
fax or mail for free consulting.
GEOSERVEX
Dipl. Eng. Zbigniew Krystowczyk (M. Sc.)
Place of measurements:
Date: 16.04.2004.
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EXEMPLARY CEMENT PLANT
TECHNICAL DOCUMENTATION
RESULTS OF DEVIATION MEASUREMENAND
GEOMETRY OF ROTARY KILN No 1
GEOSERVEX
ENGINEERING MEASUREMENTSENTERPRISE LTD
POLAND
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Index
Table of ContentsSym
x
y
a
h
Dy
Dz
ds
s
d
axial
under
rollers
slope
horizo
ovaliz
horizo
z vertic
vertic
skew
real
regu
refe
Measurement Data
Table of contents
Axial Deviations in Horizontal Plane
Drive Pinion Axis Deviations
Axial Deviations in Vertical Plane
Rollers Skewing in Vertical Plane
Rollers Skewing in Horizontal Plane
Drive Gear Run Out
Tyre Wobbling
Roller Shaft Deflection
Shell Deformations
Adjustment Program and Schedule
Control Check Measurement
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Measurement Data
y1 =x1 =
h a4 =a3 =a2 =a 1 =
,o
,o
,o
,o
,o[ ]
[ m ]
x4 =
x2 =
x3 =
y4 =
y2 =
[ mm ]
y3 =
s3 =
s2 =
[ mm ]
s1 =
Coordinates " x "
Undertire clearance "s " rollers operating angle " a"
Coordinates " y "
s4 =
101.98
66.04
31.94
0.00
0.0
+ 11.0
+ 19.0
0.0
8.0
14.0
8.5
58 40
58 29
59 16
62 53
discharge
feed
discharge
feed
dis
discharge
feed
discharge
feed
8.0
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Axial Deviations
In Horizontal Plane
DEFORMATION SCALE : 1:1
0.0 mm + 11.0 mm
realaxis
Precis
+ 19.0 mm
FEED
refere
y
Sou
No
EXEMPLARY CEMENTPLANT
Kiln No 1
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Axial Deviations
In Vertical Plane
Precisio
DEFORMATION SCALE : 1:1
GEOSERVEX - P
a = 58 o 29 s = 14.0 mm
a = 58 o 40 s = 8 mm
F
E
E
D
refere
z
+ 12.0 mm0.0 mm
0.0 mm
a = 59 o 16 s = 8.5 mm
kiln slope = 2.50%
EXEMPLARY CEMENTPLANT
Kiln No 1
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FEED
y
Rollers Skewing
In Horizontal Plane
Sou th
North
Rollers skewing (Sh)
kiln axi
1.0 mm 0.0 mm
1.5 mm 0.0 mm
1.0 mm
1.0 mm
EXEMPLARY CEMENTPLANT
Kiln No 1
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Rollers Skewing
In Vertical Plane
South side
North side
Rollers skewing (Sv) are reduced for screw distance
0.0 mm
0.5 mm
0.0 mm
1.0 mm
F
E
E
D
refe
z
1.0 mm
1.0 mmEXEMPLARY CEMENT
PLANT
Kiln No 1
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DEFORMATION SCALE : 1:1
Precis
Adjustment Program
In Horizontal Plane
0.0 mm 0.0 mm
r
0.0 mm
FEED
refere
y
Sou th side
North sideadjustme
EXEMPLARY CEMENTPLANT
Kiln No 1
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Precisio
DEFORMATION SCALE : 1:1
GEOSERVEX - P
F
E
E
D
z
4.0 mm0.0 mm
0.0 mm
kiln slope = 2.50%
Adjustment Program
In Vertical Plane
VERSION I
reference line
6.0 mm
adjustmentaxis
EXEMPLARY CEMENTPLANT
Kiln No 1
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Precisio
DEFORMATION SCALE : 1:1
GEOSERVEX - P
F
E
E
D
z
9.0 mm0.0 mm
0.0 mm
kiln slope = 2.50%
Adjustment Program
In Vertical Plane
VERSION II
reference ladjustmentaxis
EXEMPLARY CEMENTPLANT
Kiln No 1
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Adjustment Schedule
In Horizontal Plane
VERSION I
7.0mm
FEED
refere
y
Sou
Nor
7.0mm
7.0mm
7.0mm
EXEMPLARY CEMENTPLANT
Kiln No 1
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Adjustment Schedule
In Horizontal Plane
VERSION II
FEED
refere
y
Sou
Nor
15.5mm
15.5mm
15.5
mm
15.5
mm
EXEMPLARY CEMENTPLANT
Kiln No 1
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Pinion Axis
in Reference to Kiln Axis
GEOSERVEX - POLAND
IN HORIZONTAL PLANE
IN VERTICAL PLANE
kiln
axis
2.0 mm
pinionaxis
kiln axis
pinion
axis 3.5 mm
h2.50 %
FEE
D
DISCHARGE
FEED
DISCHARGE
CAUTION!Values of pinion axis deviations
are calculated for regulationbolts distance
2010 mm
2010 mm
12
South side
North side
EXEMPLARY CEMENT
PLANT
Kiln No 1
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Rollers Mechanical Wear GEOSERVEX - POLAND13
Pier I
Pier II
Pier III
Pier IV
- 0.5- 1.0
0.0- 1.0- 0.5
max. radius = 647.5 mm
- 0.5- 0.5
0.00.00.0
max. radius = 750.5 mm
0.0- 0.5- 0.5- 0.5- 1.5
max. radius = 655 mm
- 1.5- 1.5- 1.5
0.00.0
max. radius = 890 mm
- 1.5- 2.5- 1.5- 1.5
0.0
max. radius = 877 mm
- 1.00.00.0
- 1.00.0
max. radius = 649.5 mm
- 1.0- 1.5- 1.0- 1.0
0.0
max. radius = 747 mm
0.0- 1.0- 0.5
0.0- 0.5
max. radius = 647 mm
FEED
DISCHARGE
[mm]deviation
[mm]deviation
[mm]deviation
[mm]deviation
[mm]deviation
[mm]deviation
[mm]deviation
[mm]deviation
EXEMPLARY CEMENTPLANT
Kiln No 1
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D
I
SC
H
A
R
G
E
PIER. III
(viewing from feed end)
PIER. IV
manhole line
Z
Y
rotation axis
+ 2 mm
+ 3 mm
4 mm
GEOMETRIC CENTRE
COORDINATES
Y
Z
EXCENTR
Drive Gear Run Out and Wobbling GEOSERVEX - POLAND14
geometriccetre
1.6 mm 1.6 mm
point No 9
point No 25
max. wobbling line
32123
4
5
6
7
8
9
10
11
12
13
14
1516 17 18
19
20
21
22
23
24
25
26
27
28
29
30
31
EXEMPLARY CEMENT
PLANT
Kiln No 1
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Tire No I Wobbling GEOSERVEX - POLAND15
D
I
SC
H
A
R
G
E
TIRE I
(viewing from feed end)
TIRE II
1.8 mm 1.8 mm
point No 30
point No 14
manhole line
max.w
obblinglin
e
32123
4
5
6
7
8
9
10
11
12
13
14
1516 17 18
19
20
21
22
23
24
25
26
27
28
29
30
31
EXEMPLARY CEMENTPLANT
Kiln No 1
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Tire No II Wobbling GEOSERVEX - POLAND16
D
I
S
CH
A
R
G
E
TIRE II
(viewing from feed end)
TIRE III
0.5 mm 0.5 mm
point No 6
point No 22
manhole line
max
.wobblin
glin
e
32123
4
5
6
7
8
9
10
11
12
13
14
1516 17 18
19
20
21
22
23
24
25
26
27
28
29
30
31
EXEMPLARY CEMENT
PLANTKiln No 1
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Tire No III Wobbling GEOSERVEX - POLAND17
D
I
S
CH
A
R
G
E
TIRE III
(viewing from feed end)
TIRE IV
0.3 mm 0.3 mm
point No 30
point No 14
manhole line
max.w
obb
lingline
32123
4
5
6
7
8
9
10
11
12
13
14
1516 17 18
19
20
21
22
23
24
25
26
27
28
29
30
31
EXEMPLARY CEMENT
PLANT
Kiln No 1
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Tire No IV Wobbling GEOSERVEX - POLAND18
D
I
SC
H
A
R
G
E
(viewing from feed end)
TIRE IV
TIRE III
0.7 mm 0.7 mm
point No 27
point No 10
manhole line
32123
4
5
6
7
8
9
10
11
12
13
14
1516 17 18
19
20
21
22
23
24
25
26
27
28
29
30
31
max.wobblingline
EXEMPLARY CEMENT
PLANTKiln No 1
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Tyre and Roller
Diameters
f = 4659 mm
f = 1295 mm f = 1500 mm
f = 4672 mm
f = 1299 mm
f = 1310 mm
f = 1294 mm f = 1494 mm
f = 4764 mm
Precisio
FEED
y
Sou
Nor
EXEMPLARY CEMENTPLANT
Kiln No 1
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Adjustment Schedule
Step by Step - Days 8 - 9
FEED
refere
y
Sou
No
1
3
9
11
10
12
2
4
6
7
5
15
13
1 mm
1 mm
1 mm
1 mm
1 mm
1 mm
1 mm
1 mm
1 mm
1 mm
1 mm
1 mm
1 mm
1 mm
1 mm
1 mm
mo
afte
morn
after
Caution!
Adjustment shoud be made in following order
day 8 - perform steps 1 to 16
day 9 - perform steps 1 to 8 and 9,10,13,14
8
14
16
EXEMPLARY CEMENTPLANT
Kiln No 1
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Adjustment Schedule
Step by Step - Days 1 - 7
FEED
refere
y
Sou
No
Caution!
Adjustment shoud be made in following ord
days 1 to 6 - perform steps 1 to 16, each dayday 7 - perform steps 1,2,5,6
EXEMPLARY CEMENTPLANT
Kiln No 1
Date of survay: 05.04.2004.
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EXEM
6789101112131415161718192021222324252627282930313233
No of point on circumference
ROLLER SHAFT DEFLECTION
Date of survay: 09.04.2004.
GEOSERVEX - POLAND
Eccentricity: 0.05 mm
Total value of deflection: 0.10 mm
Maximum deflection angle: 205 deg
Pier No III - NORTH roller
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EXEM
6789101112131415161718192021222324252627282930313233
No of point on circumference
ROLLER SHAFT DEFLECTION
Date of survay: 09.04.2004.
GEOSERVEX - POLAND
Eccentricity: 0.09 mm
Total value of deflection: 0.18 mm
Maximum deflection angle: 238 deg
Pier No III - SOUTH roller
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Drive Mesh Visual Inspection GEOSERVEX - POLAND22
EXEMPLARY CEMENT
PLANTKiln No 1
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Drive Mesh Visual Inspection GEOSERVEX - POLAND23
EXEMPLARY CEMENT
PLANTKiln No 1
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GEOSERVEX - POLANDMechanical Inspection(visual)
17
Photo # 1
Photo # 2 Photo # 3
Tire No I
Too big clearance betweentire and stopping blocks.
Upper stopping blockLower stopping block
Thickness of
stopping blockis very low
Too big clearance
EXEMPLARY CEMENT PLANTKILN No #
DATE
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18
Photo # 4
Photo # 5
GEOSERVEX - POLANDMechanical Inspection(visual)
Tire No IUndertire shims are damaged
Small thickness shim should beinstalled UNDER big shim
Rollers are lubricated by greasewhat cause components wear-out
EXEMPLARY CEMENT PLANTKILN No #
DATE
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19
Photo # 6
Photo # 7
GEOSERVEX - POLANDMechanical Inspection(visual) Drive station
Drive stationCracksWeld-joints
EXEMPLARY CEMENT PLANTKILN No #
DATE
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20
Photo # 8
Photo # 9
GEOSERVEX - POLANDMechanical Inspection(visual)
Drive station
Crack
Drive pinions foundation frameis loosed and it move by 5 mm
EXEMPLARY CEMENT PLANTKILN No #
DATE
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21
Photo # 10
Photo # 12
GEOSERVEX - POLANDMechanical Inspection(visual)
Photo # 11
Girth Gear Fastening
Girth gear fastening blocksare corroded, plates are loosed,weld joints are ckacked
Some fastening boltshave felt down
EXEMPLARY CEMENT PLANTKILN No #
DATE
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22
Photo # 13
Photo # 14
GEOSERVEX - POLANDMechanical Inspection(visual)
Shell section between V and VI tire
The shell has been overheated
EXEMPLARY CEMENT PLANTKILN No #
DATE
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23
Photo # 15
Photo # 16
Photo # 17
GEOSERVEX - POLANDMechanical Inspection(visual)
Clinker stock wall is damagedand kiln piers are surroundedby clinker
Sixth pier is permanentlycovered by clinker droppingfrom the coolers
EXEMPLARY CEMENT PLANTKILN No #
DATE
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TECHNICAL DOCUMENTATION
SHELL PROFILE MEASUREMEN
KILN No 1
GEOSERVEX
ENGINEERING MEASUREMENTSENTERPRISE LTD
POLAND
Date
EXEMPLARY CEMENT PLANT
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FEED
( VIEW FROM THE AIR )
Kiln No 1
P -IIP - IIIP - IV
20.1
4m
25.6
2m
28.6
8m
29.5
7m
31.0
4m
31.9
4
m
Date of survey : 7.04.2004
32.8
6m
34.7
8m
36.0
8m
39.0
6m
42.0
0m
53.7
8m
44.9
3m
62.6
0m
65.0
6m
66.04
66.8
0m
70.7
4
71.6
1m
80.1
1m
88.9
6m
97.8
0m
101.1
0m
101.9
8
m
102.5
3m
104.9
3m
107.7
1m
108.9
6m
SHELL SECTIONS LENGHTS ( HOT CONDITION )
manh
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FEED
SECTIONS POSITION DRAFT FOR KILN SHELL DEVIATION SUR
( VIEW FROM THE AIR )
EXEMPLARY CEMENT PLANT
Kiln No 1
P -IIP - IIIP - IV
19.9
0m
25.9
0m
28.5
0m
31.9
4m
Date of survey : 7.04.2004
34.6
0m
36.3
0m
39.3
0m
42.2
0m
54.0
0m
45.1
0m
62.8
0m
66.0
4
70.7
4
71.4
0m
80.3
0m
89.2
0m
98.0
0m
101.9
8m
104.5
0m
108.8
5m
67
15.6
0m
8910
11
29.8
0m
22.9
0m
12
13
1415161922 1718
48.1
0m
51.0
0m
56.7
0m
59.6
0m
20212324
67.8
5m
2730 26 25
74.4
0m
77.2
0m
2829
83.0
5m
86.0
0m
33 3132
91.9
0m
94.8
0m
3435
manho
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FEED
rotaryaxi
s
Z
Y
PIERNo
IV
DRIVE
AXONOMETRIC VIEWING
KILN No 1
Date of survey: 07.04.2004
SUMARY DIAGRAM OF SHELL DEFORMATION
PIERNo
III
PIERNo
II
56
7
8
9
10
11
12
13
14
15
16171819
20
21
22
23
34
35
2425
2627
28
29
30
31
32
33
No of section
Y geom.centre
Z geom.centre
Excentr
P- IV
-
-
-
P- III
-
-
-
34
+ 3
- 3
4
12
+ 10
- 6
12
13
+ 16
- 11
19
14
+ 26
- 19
32
15
+ 33
- 33
47
16
+ 42
- 48
64
17
+ 37
- 47
60
18
+ 37
- 45
58
19
+ 34
- 41
53
20
+ 26
- 34
43
21
+ 13
- 24
27
22
+ 9
- 13
16
23
- 2
+ 7
7
24
- 1
+ 7
7
25
- 1
+ 8
8
26
- 1
+ 9
9
27
- 1
+ 9
9
28
- 3
+ 10
10
29
- 4
+ 9
10
30
- 2
+ 8
8
31
- 1
+ 5
5
32
0
+ 3
3
33
0
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+ 8
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EXEMPLARY CEMENT PLANT
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3212
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4
5
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7
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16 17 18
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GEOSERVEX - POLAND
Caution: Ma- in t
geometric
centre
Z
Y
rotation axis
RADIAL DIA
( CIR
VIEW
manhole
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+20
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0
-10
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3212
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4
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7
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10
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GEOSERVEX - POLAND
Caution: Ma- in t
geometric
centre
Z
Y
rotation axis
RADIAL DIA
( CIR
VIEW
manhole
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+20
+10
0
-10
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0
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3212
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4
5
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GEOSERVEX - POLAND
Caution: Ma- in t
geometric
centre
Z
Y
rotation axis
RADIAL DIA
( CIR
VIEW
manhole
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+20
+10
0
-10
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0
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3212
3
4
5
6
7
8
9
10
11
12
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14
15
16 17 18
19
20
21
22
23
27
28
29
30
31
GEOSERVEX - POLAND
Caution: Ma- in t
geometric
centre
Z
Y
rotation axis
RADIAL DIA
( CIR
VIEW
manhole
32mm
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+20
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0
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0
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3212
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4
5
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7
8
9
10
11
12
13
14
15
16 17 18
19
20
21
22
23
27
28
29
30
31
GEOSERVEX - POLAND
Caution: Ma- in t
geometric
centre
Z
Y
rotation axis
RADIAL DIA
( CIR
VIEW
manhole
47mm
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0
-10
-20
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0
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0
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3212
3
4
5
6
7
8
9
10
11
12
13
14
15
16 17 18
19
20
21
22
23
27
28
29
30
31
GEOSERVEX - POLAND
Caution: Ma- in t
geometric
centre
Z
Y
RADIAL DIA
( CIR
VIEW
manhole
rotation axis
64mm
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+20
+10
0
-10
-20
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0
-10
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0
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0
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3
4
5
6
7
8
9
10
11
12
13
14
15
16 17 18
19
20
21
22
23
27
28
29
30
31
GEOSERVEX - POLAND
Caution: Ma- in t
geometric
centre
Z
Y
rotation axis
RADIAL DIA
( CIR
VIEW
manhole
60mm
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0
-10
-20
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0
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-20
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20
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-10
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0 +1
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-10 -
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0+1
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0
-10
-20
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0
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3212
3
4
5
6
7
8
9
10
11
12
13
14
15
16 17 18
19
20
21
22
23
27
28
29
30
31
GEOSERVEX - POLAND
Caution: Ma- in t
geometric
centre
Z
Y
rotation axis
RADIAL DIA
( CIR
VIEW
manhole
58mm
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+20
+10
0
-10
-20
+20
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0
-10
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0
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20
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0 +1
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0+1
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0
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0
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3212
3
4
5
6
7
8
9
10
11
12
13
14
15
16 17 18
19
20
21
22
23
27
28
29
30
31
GEOSERVEX - POLAND
Caution: Ma- in t
geometric
centre
Z
Y
RADIAL DIA
( CIR
VIEW
manhole
rotation axis
53mm
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+20
+10
0
-10
-20
+20
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0
-10
-20
+20
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0
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-20
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0
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-20
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20
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-10
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0 +1
00
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0+1
0
0
-10
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0
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3212
3
4
5
6
7
8
9
10
11
12
13
14
15
16 17 18
19
20
21
22
23
2
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GEOSERVEX - POLAND
Caution: Ma- in t
geometric
centre
Z
Y
rotation axis
RADIAL DIA
( CIR
VIEW
manhole
43mm
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REFERENCE LIST
Year/m Kind of works Plant name Company name Country
2005/04 Rotary Dryers Alignment Clinton ADM Clinton USA*2005/04 Hot Kiln Alignment San Juan Essroc Puerto Rico*2005/04 Hot Kiln Alignment Kryvyi Rih Cement Heidelbergcement Ukraine2005/04 Cement Mill Alignment Kryvyi Rih Cement Heidelbergcement Ukraine2005/04 Hot Kiln #4 Alignment Rudniki CEMEX Poland2005/03 Hot Kiln Alignment Nasice NEXE Grupa Croatia2005/03 Hot Kiln #1 Alignment Runiki CEMEX Poland2005/03 Hot Kiln #1 Alignment Dniprocement Heidelbergcement Ukraine
2005/03 Hot Kiln #2 Alignment Dniprocement Heidelbergcement Ukraine2005/03 Hot Kiln #5 Alignment VAC Heidelbergcement Hungary2005/03 Kiln #2 Renovation
SupervisionGorazdze Heidelbergcement Poland
2005/03 Hot Kiln Alignment Odra Cement Odra Poland2005/03 Hot Kiln #1 Alignment Gorazdze Heidelbergcement Poland2005/02 Coal Mill Alignment Gorazdze Heidelbergcement Poland2005/01 Hot Kiln #1 Alignment Adana Cimento OYAK Turkey2005/01 Hot Kiln #3 Alignment Adana Cimento OYAK Turkey2005/01 Hot Kiln #4 Alignment Adana Cimento OYAK Turkey
2005/01 Hot Kiln #1 Alignment Mardin Cimeto OYAK Turkey2004/12 Cement Mill #3 Alignment Gorazdze Heidelbergcement Poland2004/12 Hot Kiln Alignment Kryvyi Rih Cement Heidelbergcement Ukraine2004/11 Hot Kiln #1 Alignment Dniprocement Heidelbergcement Ukraine2004/11 Hot Kiln #2 Alignment Dniprocement Heidelbergcement Ukraine2004/11 Hot Kiln #1 Alignment Hanil Hanil Cement Korea2004/11 Hot Kiln #2 Alignment Hanil Hanil Cement Korea2004/10 Hot Kiln Alignment Odra Cement Odra Poland2004/10 Rotary Cooler Alignment Anwil-Wloclawek ORLEN Poland2004/10 Centering of Drive Gear IP Kwidzyn International Paper Poland
2004/09 Hot Kiln Alignment Afyon Cimento SET-Italcementi Turkey2004/08 Hot Kiln #1 Alignment Kutayha Magnesit Kumas Turkey2004/08 Hot Kiln #2 Alignment Kutayha Magnesit Kumas Turkey2004/07 Hot Kiln #3 Alignment JECHEON-SI Asia Cement Korea2004/07 Hot Kiln #4 Alignment JECHEON-SI Asia Cement Korea2004/06 Alignment of Power Turbine Borowo BE&K Europe Poland2004/06 Alignment of Power Turbine Bydgoszcz Power Plant Poland2004/05 Hot Kiln Alignment Jaroszw Jaroszw Cement Poland2004/05 Hot Kiln #2 Alignment Hejocsaba Holcim Hungary2004/05 Measurements of Furnance#4 Glogow Coper Plant KGHM Poland
2004/04 Hot Kiln Alignment Mason City Holcim USA*2004/04 Kiln Renovation Supervision IOWA Holcim USA*
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2004/04 Hot Kiln Alignment Jaroszw Jaroszw Cement Poland2004/04 Kiln Renovation Supervision Jaroszw Jaroszw Cement Poland2004/04 Rotary Cooler Alignment Anwil-Wloclawek ORLEN Poland2004/04 Hot Kiln #1 Alignment Rudniki CEMEX Poland2004/04 Hot Kiln #3 Alignment Rudniki CEMEX Poland2004/04 Hot Kiln #4 Alignment Rudniki CEMEX Poland2004/03 Hot Kiln #1 Alignment Goliat Malaga Cem.RezolaItalcementi Spain2004/03 Hot Kiln #2 Alignment Goliat Malaga Cem.RezolaItalcementi Spain2004/03 Cement Mill #2 Alignment Goliat Malaga Cem.RezolaItalcementi Spain2004/03 Hot Kiln Alignment Picton Essroc USA*2004/03 Cement Mill #4 Alignment Goliat Malaga Cem.RezolaItalcementi Spain2004/03 Kiln #2 Renovation
SupervisionGorazdze Heidelbergcement Poland
2004/03 Hot Kiln #4 Alignment Odra Cement Odra Poland2004/03 Hot Kiln Alignment Arrigorriaga Cem.RezolaItalcementi Spain
2004/02 Kiln #1 RenovationSupervision
Gorazdze Heidelbergcement Poland
2004/02 Hot Kiln #1 Alignment Gorazdze Heidelbergcement Poland2004/02 Kiln Renovation Supervision Kryvyi Rih Cement Heidelbergcement Ukraine2004/02 Hot Kiln Alignment Kryvyi Rih Cement Heidelbergcement Ukraine2004/02 Kiln #1 Renovation
SupervisionDniprocement Heidelbergcement Ukraine
2004/02 Kiln #2 RenovationSupervision
Dniprocement Heidelbergcement Ukraine
2004/01 Hot Kiln #1 Alignment Dniprocement Heidelbergcement Ukraine2004/01 Hot Kiln #2 Alignment Dniprocement Heidelbergcement Ukraine
2004/01 Hot Kiln Alignment Arrigorriaga Cem.RezolaItalcementi Spain2004/01 Hot Kiln Alignment Hanil HANIL CEMENT KoreaBefore 2004 Hot Kiln #1 and 2 Alignment Denizli Denizli Cimento TurkeyBefore 2004 Hot Kiln Alignment Beli Izvor Holcim BulgariaBefore 2004 Kiln Erection Supervision Kujawy Lafarge PolandBefore 2004 Hot Kiln Alignment IOWA Heidelbergcement USA*Before 2004 Hot Kiln Alignment Mason City Holcim USA*Before 2004 Hot Kiln Alignment NUH Cimento NUH TurkeyBefore 2004 Hot Kiln Alignment Sung Shin Sung Shin Cement KoreaBefore 2004 Hot Kiln Alignment Dong Hae Ssang Yung KoreaBefore 2004 Hot Kiln Alignment Sam Chok Tong Yang Major KoreaBefore 2004 Hot Kiln Alignment Monselice Italcementi ItalyBefore 2004 Hot Kiln Alignment Broceni Readymix LatviaBefore 2004 Hot Kiln Alignment Trbovlie Lafarge SloveniaBefore 2004 Hot Kiln Alignment Nowiny Dyckerhoff PolandBefore 2004 Hot Kiln Alignment Sankarnagar The India Cement IndiaBefore 2004 Hot Kiln Alignment Jaypee Bela Jaypee Bela Cem. IndiaBefore 2004 Hot Kiln Alignment Jaypee Rewa Jaypee Rewa Cem. IndiaBefore 2004 Hot Kiln Alignment Chilamkur The India Cement IndiaBefore 2004 Hot Kiln Alignment Limassol The Cyprus Cem. CyprusBefore 2004 Hot Kiln Alignment Vassiliko Vassiliko Cement CyprusBefore 2004 Hot Kiln Alignment Nazareth Essroc USA*
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Before 2004 Hot Kiln Alignment Speed Essroc USA*Before 2004 Hot Kiln Alignment Bessemer Essroc USA*Before 2004 Kiln Renovation Supervision Bessemer Essroc USA*Before 2004 Hot Kiln Alignment Frederick Essroc USA*Before 2004 Hot Kiln Alignment Mason City Holnam USA*Before 2004 Hot Kiln Alignment Mason City Lehigh USA*Before 2004 Hot Kiln Alignment Logansport Essroc USA*Before 2004 Hot Kiln Alignment St. Lawrence Holcim Canada*Before 2004 Hot Kiln Alignment Ponce CEMEX Puerto Rico*Before 2004 Hot Kiln Alignment Picton Essroc Canada*
* - jointly with HKA Corp. New York City; USA
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