隧道施工技術規範 -...
Transcript of 隧道施工技術規範 -...
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GPN ISBN
-
1 02401 2
2 02402 2
3 02403 3
4 02411 5
5 02412 8
6 02421 5
7 02422 6
8 02423 5
9 02424 11
10 02425 6
11 02432 11
12 02447 8
13 02448 7
13
-
001
002
003
004 650
005 () 2233
006
007
008
009
500
010
500
011 () 1000
012
013
014 400
001
002
003
004
005 21
006
007
008
009
010
011 Introduction of Taipei-Ilan Expressway
012 Introduction of Taipei-Ilan Expressway
013
014
-
015
016
017
018
019
020
021
001
002
003
004
005 200
006 300
007 300
008
009 General Provision(English ed.)
010 300
011 300
012 ()
013 Construction Standard Specification Technical Provisions
014 Construction Safety Manual
015 Technical Provision for Tunnel work
016 Technical Provisions for Architectural Work
017 Expressway Planting Specifications
018
019
020
021
022 500
023
024 300
-
025
026 General Provisionrev. ed. 500
027 200
028 350
029 () 150
030 () 500
031 500
001
002 ()
003
004
005
006
()
007 320
008 500
009 450
010 450
011 53 150
012
550
013 53 160
014 280
015 800
016 330
017 Kao Ping Hsi Bridge 800
018 Kao Ping Hsi Bridge(Condensed) 330
019 300
020
200
-
001
002
003 300
004
005 (V.1-4)
006
007
008
009
010
()
011
012
013
-- 300
014
015
016 250
017
018
019
020 300
021 300
022
(V.1-11)
023
024
025
026 300
-
027
028 300
029 300
030
031 300
032
033
034
035 ()
036 350
037
038
039 300
040
041
042
043
044 (BOT)(v.1-3)
045 () 300
046
047
048
049
050
051
-
052 300
053 300
054 450
055 ()
056
057 () 400
058
059
060
300
061 ()
062
063
064
065
066 () 250
067
068
069
070
600
071 ()
072
300
073 () 300
074
075 300
076 300
077 300
-
078 ()
079
080 () 450
081
300
082 350
083
084
250
085
086
400
087
088
089 550
090
091
092
093 600
094 500
095 500
096 1500
097 1000
098 AASHTO 600
099 700
100
101
500
102 850
103
800
-
104 () 500
105 450
106
() 600
107 (NMT) 600
108 500
109 450
110 700
111 200
112 400
113 500
114 600
115 1000
116 () 800
117
1000
118
300
119 660
120
560
121 300
122 600
123 500
124 700
125 560
126 670
127 (SMA)() 500
128
500
129
560
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02401
1.
1.1
1.2
1.3
()
1.4
()
2.
()
3.
3.1
3.2
3.3
(
)
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3.4
3.5
3.6
4.
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02402
1.
1.1
1.2
2. ()
3.
3.1
3.2
3.2.1
3.2.2
(1)
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(2)
3.3
3.4
(1)
(2)
(3)
(4)
4.
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02403
1.
1.1
1.2
1.2.1
1.2.2
2.
3.
3.1
3.1.1
3.1.2
3.1.3
(1)
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(2)
(3) Rabcewicz-pacherNGINorwegian Geotechnical
Institute- Q RMR
PCCR
3.2
3.2.1
3.2.2
3.3
3.3.1
3.3.2
3.3.3
3.3.4
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4.
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02411
1.
1.1
1.2
1.2.1
1.2.2
1.3
1.3.1 02231
1.3.2 02292
1.3.3 02316
1.3.4 02317
1.3.5 02321
1.3.6 02376
1.3.7 02377
1.3.8 02378
1.3.9 02379
1.3.10 02492
1.3.11 03372
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2.
()
3.
3.1
3.2
3.2.1
(1) 02231
(2) 02321
02316
(3)
(4)
(5)
(Presplitting)
(6)
(7)
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(8)
(9) 10cm
3.2.2
(1) 02292
(2) 02376
(3) 02377
(4) 02378
(5) 02379
(6) 02492
(7) 03372
3.2.3 02317
3.3
3.3.1
3.3.2
3.3.3
4.
4.1
4.1.1
4.1.2
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4.1.3 02231
4.1.4
(1) 02292
(2) 02376
(3) 02377
(4) 02378
(5) 02379
(6) 02492
(7) 03372
4.1.5
4.2
4.2.1
4.2.2 02316
4.2.3 02231
4.2.4
(1) 02292
(2) 02376
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(3) 02377
(4) 02378
(5) 02379
(6) 02492
(7) 03372
4.2.5
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02412
1.
1.1
1.2
1.3
1.3.1 02403
1.3.2 02432
1.4
1.4.1 Backhoe
Roadheader
1.4.2
(1) A
3cm 1/3A
A
(2) O
(3) b
(4) B
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(5) D
D
(6) d
A
B
(7) C
1.4.3 PG
PG
1.5
1.5.1
1.5.2 02401
(1)
b
ds
d
t
R
O
A
B
D
C
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(2)
(3)
(4)
(5)
(6)
7
8
9
10
2.
()
3.
3.1
3.1.1
3.1.2
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3.2
3.2.1 02403
3.2.2
3.2.3
3.2.4
3.2.5
3.2.6 Smooth Blasting
3.2.7
3.2.8
3.4
3.2.9
02432
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3.2.10
(1)
(2)
(3)
3.2.11
(1)
(CO, NO, CO2)
(2)
(3)
A. 19%
B.
(4)
(5)
3.2.12
(1)
100 20
40W 500W
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(2)
50
(3)
3.3
3.3.1
3.3.2
3.3.3
3.4
(1)
(2) 35 24
(3)
37
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(4)
4.
4.1
4.1.1
A
4.1.2
A
4.1.3
4.1.4
4.1.5
4.1.6
4.2
4.2.1
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4.2.2
4.2.3
4.2.4
4.2.5
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02421
1.
1.1
1.2
1.3
1.3.1 02432
1.4
1.4.1 CNS
(1) CNS 2056 G3030
(2) CNS 2473 G3039
1.5
1.5.1
1.5.2 30
2.
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2.1
2.1.1 CNS 2056 G3030
2.1.2 CNS 2473 G3039 SS400
2.1.3 CNS 2473 G3039 SS400
2.1.4
(1) CNS 2056 G3030
(2)
02432
3.
3.1
3.2
3.2.1
(1)
(2)
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3.2.2
(1)
(2)
3.2.3
(1)
(2)
3.2.4
(1)
(2)
(3)
(4)
11
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02432 3.2.2(5)A
02432
4.
4.1
4.1.1
10cm
4.1.2
10cm
4.1.3
(1)
10cm
(2)
( 50 )
4.1.4
4.2
4.2.1
4.2.2
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4.2.3
(1)
(2)
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02422
1.
1.1
H U
1.2
1.3
1.3.3 05091
1.4
1.4.1 CNS
(1) CNS 560 A2006
(2) CNS 2056 G3030
3CNS 2473 G3039
4CNS 2947 G3057
5CNS 3124 B2123
6CNS 4236 B2170
1.4.2 ASTM
(1) ASTM 307 Standard Specification for Carbon Steel Bolts and Studs
(2) ASTM A36/A36M Standard Specification for Carbon Structural Steel
(3) ASTM A615/A615M Standard Specification for Deformed and Plain
Billet-Steel Bars for Concrete
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(4) AWS D1.4 Structural Welding CodeReinforcing Steel
5ASTM A194/A194M Standard Specification for Corbon and Alloy stell
Nuts for Bolts for High Pressure or High Temperature Service, or Both
1.5
1.5.1
1.5.2
(1)
(2)
(3)
(4)
2.
2.1
2.1.1
2.1.2 CNS 2473 G3039 SS400 CNS 2947 G3057
SM400(H )CNS 2473 G3039 SS490 (U )
2.1.3 CNS 4236 ASTM A307
2.1.4 CNS 560 A2006
2.1.5
,
30
2.1.6 ASTM
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A615/A615M 480 MPa 420 MPa
AWS D1.4
10 mm,
5 %
2.1.7
2.1.8 CNS 4236 ASTM A194
2.1.9 CNS 2056 G3030
3.
3.1
3.1.1
3.1.2
3.1.3 05091
3.1.4
3.1.5 2mm
10mm
3.1.6
3.1.7 AWS CO2
05091
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(1) 250
250
(2) 1.5
1.5
(3)
3.1.8
2.54 cm
3.1.9
10
3.1.10
3.1.11
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3.2
3.2.1
3.2.2
3.2.3
(1) 2cm 10cm 0cm
(2) O 02412
O
(3) 5cm
4. 4.1
4.1.1 H U
4.1.2 H U
4.2
4.2.1 H U H (
)U ()H U
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4.2.2
H ()
U ()
()
H
U
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02423
1.1
1.2
1.2.1
1.2.2
1.3
1.3.1 03052
1.3.2 03053 --
1.3.3 03210 --
1.4
1.4.1 CNS
(1) CNS 560 A2006
(2) CNS 2473 G3039
1.4.2 ASTM
(1) ASTM 307 Standard Specification for Carbon Steel Bolts and
Studs
1.5
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1.5.1
2.
2.1
2.1.1
(1) CNS 560 A2006 SD420
20cm
(2) CNS 2473 G3039 SS400
ASTM A307
(3) 3052
3053
(4)
1
(5) 1 1
0.35 0.45 5cm 3
300kgf/cm2
2.1.2
3.
3.1
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25mm16t 29mm20t
15t
3.2
3.2.1
(1)
(2) 1.5
(3)
(4)
50cm
(5) 2
25mm 6t 29mm 8t
24
3t 5t
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(6)
3.2.2
3.3
3.3.1
3.3.2 100 1
25mm 13t 29mm 16t
10t
3.3.3 2 2
2 1
4.
4.1
4.1.1
4.1.2
4.1.3
4.1.4 3.3
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4.2
4.2.1
4.2.2
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02424
1.
1.1
(Dry Mix Process)(Wet Mix Process)
1.2
1.2.1
1.2.2
1.3
1.3.1 03052
1.3.2 03053
1.3.3 03220
1.4
1.4.1 ACI
(1) ACI 506 Recommended Practice For Shotcreting
1.4.2 ASTM
(1) ASTM C39 Compressive Strength of Cylindrical Concrete
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02424 02424 - 2 V1.0 92/08
Specimens
(2) ASTM C42 Obtaining and Testing Drilled Cores and Sawed Beams
of Concrete
(3) ASTM C78 Test Method for Flexural Strength of Concrete (Using
Simple Beam with Third-point Loading)
(4) ASTM C191 Time of Setting of Hydraulic Cement by Vicat Needle
(5) ASTM C260 Specification for Air-entraning Admixtures For
Concrete
(6) ASTM C494 Specification for Chemical Admixtures for Concrete
(7) ASTM A820 Specification for Steel Fibers for Fiber
Reinforcement Concrete
(8) ASTM C900 Test Method for Pullout Strength of Hardened
Concrete
(9) ASTM C1018 Test Method for Flexural Toughness and First Crack
Strength of Fiber Reinforcement Concrete (Using Beam with
Third-Point Loading)
(10)ASTM C1141 Standard Specification for Admixtures for
Shotcrete.
(11)ASTM C1240 Specification for Silica Fume for Use In Hydraulic
Cement Concrete And Mortar.
(12)ASTM C1398 Standard Test Method for Laboratory Determination
of Time Setting of Hydraulic-Cement Mortars Containing
Additives for Shotcrete by the Use of Gillmore Needles.
1.5
1.5.1
2.
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2.1
2.1.1 03052
2.1.2 03053
200 3 90
(%) (mm)
I II III
19.0mm (3/4 )
12.5mm (1/2 )
9.5mm (3/8 )
4.75mm (No.4)
2.36mm (No.8)
1.18mm (No.16)
0.6mm (No.30)
0.3mm (No.50)
0.15mm (No.100)
-
-
100
95-100
80-100
50-85
25-60
10-30
2-10
-
100
90-100
70-85
50-70
35-55
20-35
8-20
2-10
100
80-95
70-90
50-70
35-55
20-40
10-30
5-17
2-10
2.1.3
1 1%
2 Na2O 1%
2.1.4 03053
2.1.5 2.1.1~2.1.4
2.1.6 ASTM A820 TYPE I
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(1) : 2.5~4.0cm 0.5~0.8mm
40~80
(2) : 3,450kgf/cm2
(3) : 16C 3.18mm 90
2.1.7
ASTM Cl240
:
(1) :#325 90%
(2) : 7 85%
(3) :(Si02) 85%; 6%
2.1.8 (Water Reducing Admixture)
(Superplasticizer) ASTM C494 :
ASTM C260
2.1.9 03220
2.2
2.2.1
2.2.2
3.
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3.1
3.1.1
3.1.2
3.1.3 ASTM
C1141 ASTM C1398
(1) 13
(2) 12
3.1.4
:
(1) 400kg/m3 5%
(2) 420kg/m3 5%
(3)
5%
(4) 51
(5) 45kg/m3
(6) 7~12%
3.1.5 ACI 506 (Panel Test)
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ASTM C900 8
7.5cm 2 3 ASTM C39
328ASTM
C42
(1)
8 50kgf/cm2
3 140kgf/cm2
28 210kgf/cm2
(2)
8 50kgf/cm2
3 170kgf/cm2
28 255kgf/cm2
3.1.6 3.1.5
ASTM C78 28 ASTM
Cl018 50kgf/cm2
I5I10 I20 46 10
3.1.7 30
3.2
3.2.1
(1)
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2
(2)
3.1.53.1.6
A. 30
B. 60
90
3.2.2 20cm
20cm
1.0m
3.2.3
(1)
(2)
5cm
2m
(3) 80
100cm 80
(4) 15cm
2cm
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10cm
(5)
(6)
(7)
1500mm
100mm
300mm
(8) L
3.3
3.3.1
(1) 40m3 500m2
28
ASTM C42
40
ASTM C42
(2) 40m3 500m2
46cm46cm20cm
40
7.5cm 3
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(3) ASTM
C78 ASTM C1018 28
3.3.2
(1)
178 kgf/cm2
157 kg/cm2
(2)
A. 216 kgf/cm2
191 kgf/cm2
B. 50kgf/cm2
42kgf/cm2
C. I54I106I2010
I53I104I208
3.3.3
(1)
178 kgf/cm2
157 kgf/cm2
(2)
A. 216 kgf/cm2
191 kgf/cm2
B. 50 kgf/cm2
42 kgf/cm2
C. I54I106I2010
I53I104I208
3.3.4 3.3.3
3.3.3
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02424 02424 - 10 V1.0 92/08
3.3.5
4.
4.1
4.1.1
(=R+t+d+ds/2 02412
)
4.1.2
4.1.3
15
4.1.4
15
4.1.5 L
4.1.6
4.2
4.2.1
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15%
4.2.2 4.1.3 4.1.4
4.2.3 3.3.3
7
4.2.4 L L L
4.2.5
L
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02425
1.
1.1
1.2
1.3
1.3.1 02412
1.3.2 02432
1.3.3 03052
1.3.4 03053
1.3.5 03110
1.3.6 03210
1.4
1.4.1 ACI
(1) ACI 308 Standard Practice for Curing Concrete
(2) ACI 347 Guide to Formwork for Concrete
1.5
1.5.1
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1.5.2 60
2.
2.1
2.1.1 03052
03053
15cm
2.1.2 03210
2.2
2.2.1
2.2.2 ACI 347 AISC
(mm)
/360 1.6
1.5m /360 3.2
1.5m /360 6
2.2.3
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02425 02425 - 3 V1.0 92/08
2.2.4
3
2.2.5
2.2.6
2.2.7
3.
3.1
3.1.1
3.1.2
(1)
(2)
(3)
(4)
(5)
(6)
(7)
3.2
3.2.1
(1)
(2)
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02425 02425 - 4 V1.0 92/08
(3)
03110
(4)
(5)
A. 24
B. 16
C. 24
D. 7
3.2.2
(1)
(2)
1.5
(3)
(4)
(5)
(6)
02432
00700 J.3
-
02425 02425 - 5 V1.0 92/08
(7) 03053
ACI 308
4.
4.1
4.1.1
PG
4.1.2
4.1.3 03110
4.1.4
B-D ( 02412
) 40%
4.1.5
()
4.1.6
4.1.7 03210
4.2
4.2.1
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02425 02425 - 6 V1.0 92/08
4.2.2 03110
4.2.3
4.2.4
4.2.5 ()
4.2.6
4.2.7 03210
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02432
1.
1.1
1.2
1.3
1.3.1 02425
1.3.2 02447
1.3.3 03053
1.4
1.4.1 (CNS)
(1) CNS 61 R2001
(2) CNS 1240 A2029
(3) CNS 2238 K1082
1.4.2 (ASTM)
(1) ASTM C227
(2) ASTM C289
(3) ASTM C618
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02432 02432 - 2 V1.0 92/08
1.5
1.5.1
1.5.2 30
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
1.5.3
1.5.4
2.
2.1
2.1.1
(1)
-
02432 02432 - 3 V1.0 92/08
(2) 03053
(3) CNS 61 R2001 I
12
(4) 03053
A.
NO.8 100
NO.16 95100
NO.30 6085
NO.50 2050
NO.100 1030
NO.200 05
B. 1.4 2.1
(5)
A.
B.
C.
D. Bentonite
200 90 200~500 50~80
150~420
24
E. ASTM C618
2.1.2
(1) 3
CNS 2238 #3
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02432 02432 - 4 V1.0 92/08
(15Be) 40
(SiO2)() 28-30
(Na2O)() 9-10
(Fe)() 0.02
() 0.2
(2)
A.
B.
C.
D.
E.
2.2
2.2.1
N
2.2.2
(1)
(2)
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(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
3.
3.1
3.2
3.2.1
(1)
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N
E
100m
(2)
(3)
(4)
(5)
3.2.2
(1)
(2)
(3)
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0.4~4
2~20kgf/cm2 3
(4)
(5)
A. 5
3.0 kgfcm2 15
3.08.0 kgfcm2 10
8.015.0 kgfcm2 5
15 kgfcm2 3
B.
3.2.3
(1)
0.4 2.0
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2kgf/cm2
10 30
2
(2)
A. 15
Dial Gauge
B.
C.
3.4
3.4.1
3.4.2
(1)
(2)
3.4.3
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10
4.
4.1
4.1.1
4.1.2
4.1.3
1
50
2
50
4.5%
(3)
(4) L.W.
50
4.1.4
50
4.2
4.2.1
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90 100
70~90 70
50~70 50
50 0
4.2.2
4.2.3
(1)
(2)
(3)
(4) L.W.
4.2.4
L.W.
4.2.5
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02447
1.
1.1
1.2
()
1.3
1.4
1.4.1
1.4.2 30
(1)
(2)
(3)
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(4)
(5)
2.
2.1
2.1.1
2.1.2
20mm 25cm
0.01mm D
100m
1() 1.0mm ()
2.1.3
50mm
0.01mm
2.1.4 2.1.2
1mm
2.1.5
50kgf/ 2
0.05kgf/ 2 200kgf/ 2
0.1kgf/ 2
2.1.6 0.75m 1.5m
25t
0.01mm
2.1.7 25t
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2% 30mm
2.1.8
1% 3000m/m(Micro-Strain)
2.1.9
2.1.10
3.
3.1
3.1.1
3.1.2
12
3.1.3 (Geotechnical Engineer)
(
)
3.1.4
()
3.2
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3.2.1
D
3.2.2
(1)
(2)
30cm
(3)
(4)
(5)
(6)
(7)
3.2.3
3.2.1
3.2.4
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3.2.5
3.2.6
3.2.7
(1)
(2)
(3)
(4) Cable
3.2.8
3.3
3.3.1
3.3.2 D
3.3.3
24
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3.3.3 7 8
3
3.4 3.4.1
3.3.2
3.4.2
(1)
(2) ()
(3)
(4)
(5)
(6)
(7)
(8) (
)
(9)
4.
4.1
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4.1.1
4.1.2 3D
4.2
4.2.1
50%
40%
4.2.2
80% 20%
4.2.3
4.2.4
2
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02448
1.
1.1
1.2
(Non-woven Geotextile)
(Waterproofing Membrane)
1.3
1.4
1.4.1 ASTM
(1) ASTM D4716 Standard Test Method For Constant Head Hydraulic
Transmissivity (In-Plane Flow) of Geotextiles and Geotextile
Related Products
1.4.2 DIN
(1) DIN 53370 Testing of Plastics FilmDetermination of the
Thickness by Mechanical Feeling
(2) DIN 53455 Testing of Plastics Tensile Test
(3) DIN 53454 Testing of Plastics Compression Test
(4) DIN 53363 Testing of Plastics Films;Tear Propagation Test on
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Trapezoidal Specimens with a Slit
(5) DIN 16726 Plastic Roofing Felt and Waterproofing Sheet,
Testing
(6) DIN 53495 Testing of Plastics ;Determination of Water
Absorption
(7) DIN 4102/1 Fire Behaviour of Building Materials and Building
Components;Building Materials Concepts, Requirements and
Tests
(8) DIN 53855/3 Testing of Textiles,Determination of Thickness of
Textile Fabrics, Floor Coverings
(9) DIN EN 29073/3 Textile Test Methods for Nonwovens
Determination of Tensile Strength and Elongation
(10) DIN EN 12127 Textile FabricsDetermination of Mass per Unit
Area Using Small Samples
1.5
1.5.1
1.5.2 3
(1)
(2)
A.
B.
1.6
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1.6.1
1.6.2
1.6.3
2.
2.1
2.1.1
(1) (EthyleneCopolymerBitumen
ECB)(Poly-Vinyl-Chloride, PVC)
(Signal Layer)
(2)
(3)
2.1.2
(1) (Polypropylene)
(2)
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ECB
1. 2.0 mm DIN 53370
2. 8 N/mm2 min DIN 53455
3. 500% min DIN 53455
4.
(20%)
2.5 N/mm2 min
( 10mm )
DIN 53454
5. 150 N/mm min DIN 53363
6. 10 bar /10 hours DIN 16726
7. 7.2 N/mm2 min DIN 16726
8. 2% max DIN 16726
9. 1% max DIN 53495
10.
(28 )
20% max
20% max
DIN 16726
11.
(hardlycombustible)
DIN 4102/1
PVC
1. 2.0 mm DIN 53370
2. 15 N/mm2 min DIN 53455
3. 250% min DIN 53455
4.
(20%)
2.5 N/mm2 min
( 10mm )
DIN 53454
5. 100 N/mm min DIN 53363
6. 10 bar /10 hours DIN 16726
7. 13.5 N/mm2 min DIN 16726
8. 2% max DIN 16726
9. 1% max DIN 53495
10.(28 ) 20% max
20% max
DIN 16726
11. (hardly
combustible)
DIN 4102/1
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1. 500 g/m2 min DIN EN 12127
2.
at 0.02 kgf/cm2 at 2.0 kgf/cm2
3.9 mm min
1.9 mm min
DIN 53855/3
3. 1000 N/5cm min DIN EN 29073/3
4. 40% min DIN EN 29073/3
5.
30
20 min DIN EN 29073/3
6.
at 0.02 kgf/cm2
at 2.0 kgf/cm2
510-1 cm/s min
510-2 cm/s min
ASTM D4716
7.
10% max
SN 640 550
DIN EN 29073/3
2.1.3
(
)
3.
3.1
3.2
3.2.1
(1) 60
4
(2) 10cm
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(3)
3.2.2
(1)
(2) 8cm(Double seam)
3.3.1
(3)
(4) 15cm 3.3.2
(5)
(6) 1,000m
(7)
3.3
3.3.1
1.02.0kgf/cm2
5 20%
3.3.2 (Vacuum Test)
0.20.5kgf/cm2
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4.
4.1
4.1.1 D
4.2
4.2.1
4.2.2
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