Estimate Labor Civil Korea
700
제1장 ․ 적용기준 제2장 ․ 가설공사 제3장 ․ 토 공 제4장 ․ 조경공사 제5장 ․ 기 초 제6장 ․ 철근콘크리트공사 제7장 ․ 돌쌓기 및 헐기 제8장 ․ 골재채집 제9장 ․ 운 반 제10장 ․ 기계화시공 제11장 ․ 기계경비 산정 제12장 ․ 도로포장 및 유지 제13장 ․ 하 천 제14장 ․ 항 만 제15장 ․ 터 널 제16장 ․ 궤 도 제17장 ․ 철강 및 철골공사 제18장 ․ 개 간 제19장 ․ 관부설 및 집합 제20장 ․ 토질 및 토양조사 제21장 ․ 측 량 제22장 ․ 하 수 2008 건설공사 표준품셈 토목부문
Transcript of Estimate Labor Civil Korea
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2008
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100
100
100
100
[] 1 100% ( ) .
-
92
2-7-2
1. (m)
8002,0000.45mm 1.33
6060mm m 1.76
C-6030102.2mm m 3
0.038
0.1
0.05
[] . . 5% . 40% . .
2.0m
(60mm60mm) 1.8m, 25cm .
(60mm60mm) 3.6m .
8002,000mm 5cm .
C(6030102.2mm) 85cm .
.
2.
(%)
3 612243648
1625385370100
61019375573
-
932
2-7-3 (EGI )
(m)
E G I
/
500 240048.6
m
2 6.6
0.282.260.5613.330.080.02
[] . . . 5% . 40% . . 2-3-2 . .
2.4m 1.8m, 25cm . 3.6m . 100cm .
2-7-4
1. (07 )( m)
(1.52m)
46m 0.11
(0.2) hr 0.18
[] (, , ) .
482.3T . , .
-
94
2. (07 )( m)
(1.52m)
46m 0.12
(5ton)
hr 0.20
[] .
50030T1,980 . , .
2-8 2-8-1
(10)
48.62.4 60.52.3
3.80.70.5
8.01.91.0
5%
[] 4.2m , .
. .
3 6 12 (%) 6 10 19
3.5m 2m .
(1, )
48.6mm2.4mm
, ,
m
2.520.322.680.03
* .
-
952
2-8-2 (01 )
(10)
0.240.480.720.720.14
[] () . 130cm ,
. l0m l0m
.
10m20m 20m30m (%) 10 20
. . .
3 6 12 (%) 6 10 19
.
20m 20m30m 15 20
.
2-9 (92 )1.
()
1111
20 1
3 2
-
96
2. .
()
300600 700900 1,0001,200
11211
11221
11321
. ()
1403002050kW
200AMP
1112
,
. (m/)
()
010m 020m 030m 040m 050m
3005006007008001,0001,1001,200
1310.5
7.5 6.5
121076
118.56.55
10.5864.5
1086
4.5
3005006007008001,0001,1001,200
11.59
6.5 5.5
10.5 8.565
9.57.55.54.5
9754
9754
3005006007008001,0001,1001,200
8.5 6.5 4.54
7.5 6
4 3.5
7 5.543
6.5543
6.55 3.53
3005006007008001,0001,1001,200
-5
3.53
- 4.53
2.5
-43
2.5
-43
2.5
-43 2.5
-
972
3. ()
()
(20) 90
(20)
120180
(20)
150240
[] . . SET, , . 6.0m .
2-10 (02 )(100)
() 16,000 0.012
[] () .
1.5/ , 3.0m .
1 , , .
6m l00m 1 5 , 10 - = 6m 100m 5/ 10 = 30,000
.
-
98
,
0.16 0.22 0.39
3
3-1 1. ,
.2.
.
3. 10, 11, , .
4. 20cm , . , .
3-1-1
()
[] . 3m, 2m .
3m 2 .
. () .
-
993
3-1-2 (08 )
1. . (TYPE-)1) ()
(kg)
()
()
()
()
()
()
()
()
()
0.313 0.009 0.005 0.005 0.013 0.04 0.12 0.10 0.04 0.0008
2) ()
(Kg)
()
()
()
()
()
()
()
()
()
()
0.25 0.52 0.008 0.005 0.005 0.012 0.03 0.12 0.058 0.01 0.0003
3) ()
()
()
()
()
()
()
()
()
()
()
()
0.022 0.011 0.007 0.007 0.013 0.25 0.24 0.12 0.12 0.12 0.0008
4) ()
(Kg)
()
()
()
()
()
()
()
16.4 0.056 1.33 0.17 0.05 0.44 0.13 0.0008
-
100
. (TYPE-) ()
(kg)
()
()
()
()
()
()
()
()
()
()
0.25 0.99 0.007 0.004 0.004 0.010 0.032 0.06 0.092 0.027 0.0006
. (TYPE-) ()
(kg)
()
()
()
()
()
()
()
()
0.35 0.35 0.003 0.002 0.002 0.0047 0.0278 0.0432 0.043
. (TYPE-) ()
(kg)
()
()
()
()
()
()
()
()
0.33 0.11 0.0012 0.0007 0.0007 0.0019 0.012 0.019 0.024
. (TYPE-) ()
(kg)
()
()
()
()
()
()
()
()
0.31 0.04 0.0008 0.0005 0.0005 0.0012 0.008 0.013 0.012
. (TYPE-) ()
(kg)
()
()
()
()
()
()
()
()
0.31 0.015 0.0004 0.0003 0.0003 0.0007 0.004 0.007 0.012
-
1013
. () ()
(kg)
()
()
()
()
()
()
()
0.35 1.0 0.008 0.041 0.103 0.041 0.203 0.074
. () ()
0.74
1.10
2.03
0.37
0.55
1.01
* .
2. ()
(kg)
()
()
()
()
()
()
()
()
0.96 3.0 0.009 0.110.094(0)
0.190.5(1.0)
0.474 0.158
0.92 1.2 0.006 0.070.064(0)
0.110.3(0.6)
0.313 0.104
[] ..
TYPE
TYPE
TYPE
TYPE
TYPE
(kg/delay)0.125 0.125
0.5 0.5 1.6
1.6 5.0
5.0 15.0
15.0
. . :
, (, ),
-
102
, . .
: 2 .
: .
: 1 .
: .
() : , 4m .
(, , ) , , .
V = 200 ( D W )- 1.6
, V : (cm/sec) D : (m) W : (kg/delay) ,
.
(2550mm) , M.S(8) .
.
(0.7)
, () 0.053hr 5%
0.035hr 5%
0.021hr 5%
0.013hr 5%
-
1033
.() (, , ) 50% .
, 5% .
0.20 .
, 10-20 .
30 30
(/hr) 9 11
15% .
. , . .
. , ,
() : 2.7/min, 10.3/min , , ,
, : ( 100mm, 110 ) : +(0.7)
. , 10.3/min, 2.7
/min , ( ) . 2.5m8m , 2.5m
(, ) 20% , 8m15m (, ) 50% .
.
-
104
3-1-3
1. ()
(m)01 12 23
()
0.20 0.27 0.34
0.26 0.35 0.44
0.32 0.43 0.54
0.57 0.77 0.97
1.60 1.80 2.00
0.80 0.90 1.00
2.40 2.60 2.80
1.20 1.30 1.40
4.40 6.10 7.80
1.80 2.50 3.20
[] .
. , .
.
. 50%
2 . (, )
50% . 0.1 . 0.2 . 3m . () .
.
-
1053
, .
2 3 .
. . .
2. () ()
()
()
()
()
0.33
0.41
0.58
0.94
0.16
0.21
0.29
0.48
0.30
0.48
0.60
0.96
1.26
1.68
2.40
3.90
7.1 / min
25kg 4
[] . 10
. 1% . .
-
106
3-2 () 15 30
0.14 0.25
0.11 0.19
100100
2.14 3.80
0.33 5.70
[] .
. . () .
3-3 3-3-1 (08 )
(10)
()
()
()
()
, , , 0.05 0.15
, 0.09 0.21
, 0.1 0.24
0.19 0.45
0.46 1.25 2.45
0.61 1.55 3.05
[] 3.5/min, 1/min, 0.7 .
.
.
-
1073
3-3-2 (08 )(10)
()
0.19
0.17
3-4 3-4-1
(10)
()
50kg/ 15m
0.94 1.10 -
50kg/ 50kg/ 15m
0.83 0.93 0.9
[] .
, . () 0.4/10
. 15t, 20m
, .
, .
1 : 1.0 1 : 1.01 : 1.5
1 : 1.5
(%) +10 0 -10
-
108
3-4-2 (P. E)
(10)
0.050.651.0
[] . ,
. . 1 : 11 : 1.5 1 : 1.5
10%. 7m .
3-4-3 ()(92 )
1. ()
kg
1.4403.371
254 nozzle21/min50kW3.73kW5,5001.34
200kg/1.5ton
hrhrhrhrhrhrhrhrhr
0.7070.7070.7070.7070.7070.7070.7070.7070.707
0.0880.0880.0880.1770.1770.707
-
1093
2. ()
kgkgkgkgkg
0.030.060.06
300.360.150.096
254 nozzle21/min50kW3.73kW5,5001.34
200kg/0.33ton
hrhrhrhrhrhrhrhrhrhr
0.0370.0370.0370.0370.0370.0370.0370.0370.0370.037
0.0040.0040.0040.0090.0090.037
[] . [=15FF/ 1kg]
, , , .
10%, 20% .
2 , .
7m , 715m 5%, 15m 10% .
-
110
3-4-4 (06 )
(10)
0.08
0.12
[] .
. (:) 1: 11: 1.5 . 30m . .
3-5 (02 )( m)
0.51
0.13
[] , .
.
45 , 45 30% .
30m , l0m 10% .
3% . 90 . .
-
1113
3-6 3-6-1
1. . ()
0.0520.0280.1010.2050.0050.017
. ()
50,100KND25, D32
2080 B=400
D16102.5
mmmm
1--0.670.500.700.340.34
2. (m)
1010
0.0160.0330.0500.036
[] + (1.5m1.5m) . .
-
112
. 5% .
3-6-2 (07 , 08 )
()
()
()
0.7
10ton
0.7ton
hr
hr
hr
0.20
0.17
0.50
0.46
0.29
[] . .
, , , , , , , , .
(, , , ) .
3-7 (08 )(1,000)
5m 5m8m 8m
2.68 3.43 4.40
2.54 3.39 4.50
[] , ( ) .
. 10% . 100m ,
100m 30% . .
-
1133
3-8 (03 )(100)
30cm 60cm
0.047 0.059
() 32 0.38 0.47
10 0.38 0.47
[] () () .
.
-
114
4
4-1 4-1-1 ()(06 )
(100) 4.05.0
5.07.0
[] , , , , .
. 1030cm . (, , , )
.
4-1-2 (100)
() (kg) (kg) () () 10
3(21)0.756 17 13 1.3 5.46
10 3(26)
0.936 20 15 1.5 6.76
[] 10%, l0m .
4-1-3 1. (07 )
(100)
2,5003,000 50
kg
231018
5150.20.370.320.070.07
-
1154
[] , (4.5) .
. .
2. (07 )(100)
0.150.23
[] .
(, , , , ) .
4-1-4 (100)
() (kg) (kg) (kg) ()
051
1.50.6
55
505.0
1.51.3
[] .
4-2 ()
()
()
()
(m)
()
()
()
(m)
357911131518212430
0.030.060.110.170.230.300.370.560.650.741.58
0.010.010.010.020.030.030.050.060.080.090.19
1.0 2.1 4.1 7.213.518.3
22 25 31 38 52
36424854606672788490100
1.862.042.322.793.074.184.655.216.517.067.90
0.220.250.280.330.360.500.550.620.780.850.95
75 86108140150162270291324345370
[] 4 . 36 1 , 3672 2
, 72 3 6 .
-
116
4-3 4-3-1
()
(m) ()
()
() ()2.5 4.5 8
1.0 1.11.51.62.02.12.52.63.03.13.53.64.04.14.54.65.05.15.55.66.0
0.050.060.080.100.120.150.180.210.250.280.32
0.010.010.010.020.020.030.030.030.040.050.05
717152373017171212127
126126 92 6752303021212114
19519514310483494936363626
[] ( 3m 4-3-3 ), , , , , , , , , , , , .
4 . 36 1 3672 2
, 72 3 6 . ,
20% . 20% . . , . 6m .
.
4-3-2 ()
()
()
()
() ()2.5 4.5 8
45678910
0.140.200.280.370.450.540.63
0.020.020.020.050.060.070.08
373026171712 7
67524530302114
104 83 71 49 49 36 26
-
1174
()
()
()
() ()
2.5 4.5 81112131415161718192021222324252627282930
0.720.810.911.011.111.221.321.431.541.651.771.882.002.122.242.362.502.622.682.76
0.110.120.140.150.160.160.170.190.210.230.260.270.280.300.310.350.360.370.380.39
733311111
147773333311111
261414147777744444222222
[] () , , , , , , , , , , , (), (), () .
4 . 36 1 , 3672 2
, 72 3 6 .
20% . 20% . . ,
. 30 .
.
-
118
4-3-3
()
()
()
()
() ()
2.5 4.5 8
456789
101112131415161718192021222324252627282930
0.110.130.190.260.330.390.470.550.630.700.790.880.971.051.151.241.331.431.531.621.731.851.982.042.092.152.20
0.010.020.020.030.040.050.060.090.100.110.110.120.130.140.150.170.180.200.220.220.230.250.280.280.290.300.31
715237373026171717121277333331111111
12692676752453030302121141477777333333311
1951431041048371494949363626261414141414777777744
[] , , , , , , , , , , , , , , , , , , , , , , , .
4 . 36 1 3672
2 72 3 6 .
-
1194
20% .
20% . . ,
. 30 . .
.
4-3-4
()
(m)
()
()
() ()
2.5 4.5 80.3 0.30.70.81.11.21.5
0.010.040.080.14
0.0020.0060.010.02
580373181113
996644319201
1,5701,009500315
[] , , , ( ), , , , (), , , , , , , , , , , , , , , , , , , , , .
4 . 36 1 3672 2
, 72 3 6 .
20% . 20% . . ,
. 1.5m . .
.
-
120
4-3-5
()
(m) 1
0.9 0.9
300400250300
[] , , , , .
.
4-4 ()4-4-1 (02 )
()
(m)
()
()()
()
()
(hr)
1.01.11.51.62.02.12.52.63.03.13.53.64.04.14.54.65.05.15.55.66.0
0.070.090.110.150.190.230.290.330.380.430.49
0.060.070.090.120.140.170.200.230.270.310.36
-----
0.160.200.220.260.290.34
-----
0.080.100.110.130.140.16
-----
0.120.140.160.190.220.25
0.0460.0640.0990.1410.1890.2410.2950.3470.4030.4540.500
[] ( 3m 4-4-3 ), , , , , , , , , , , .
, , , , , , .
. 20% . . , .
-
1214
, .
. 6m . 10% . ,
0.4 . , 4-5
.
4-4-2 (02 )
()
()
()
()()
()
()
(hr)
4 5 6 7 8 9101112131415161718192021222324252627282930
0.140.230.320.410.500.590.680.770.860.951.031.121.211.301.391.481.571.661.751.841.932.012.102.192.282.342.39
0.090.140.190.240.290.350.390.450.500.550.610.660.710.770.830.880.940.991.051.101.161.221.281.331.371.401.44
----
0.320.380.430.490.550.610.660.720.770.830.890.951.011.071.131.181.241.301.361.411.471.501.54
----
0.160.180.210.240.270.300.320.350.380.410.440.460.490.520.550.580.610.630.660.690.720.730.75
----
0.240.280.320.360.400.450.490.530.570.620.660.600.640.680.720.750.790.820.860.900.930.960.98
0.1250.1670.2170.2760.3450.4230.5130.6140.7270.8530.9921.1461.3141.4981.6981.9152.1492.4022.6732.9643.2753.6083.9614.3374.7365.1585.604
-
122
[] , , , , , , , , , , , (), (), () .
1.2m . , , , , , ,
. . 20% . . , . ,
. . 10% . 30 . ,
818 0.4, 1930 0.7 .
, 4-5 .
4-4-3
()
()
()
()()
()
()
(hr)
4 5 6 7 8 910111213141516
0.110.170.230.300.370.440.510.580.650.720.800.870.94
0.070.100.140.180.220.260.300.350.390.430.480.520.57
------
0.330.370.420.460.520.560.61
------
0.160.180.200.230.250.270.30
------
0.240.280.310.340.380.410.45
0.080.1010.1250.1520.1830.2170.2560.2980.3450.3960.4520.5130.579
-
1234
()
()
()()
()
()
(hr)
1718192021222324252627282930
1.021.091.171.251.321.401.471.551.621.701.781.831.871.91
0.620.660.710.760.800.850.890.940.991.041.071.091.121.15
0.660.700.760.810.850.900.951.001.051.101.151.181.201.23
0.320.340.370.390.420.440.460.490.510.540.560.570.590.60
0.490.520.560.600.540.570.600.640.670.700.730.750.760.78
0.6500.7270.8090.8980.9921.0931.2001.3141.4351.5631.6981.8411.9912.149
[] , , , , , , , , , , , , , , , , , , , , , , , .
. , , , , , ,
. . 20% . . , . ,
. . 10% . 30 . ,
1020 0.4, 2130 0.7 .
, 4-5 .
-
124
4-4-4 ()
1. () ()
(m) () () ()
0.30.30.70.81.11.21.5
0.010.030.050.09
0.010.020.030.05
0.0050.0100.0250.030
2. ()(02 ) ()
(m) () () ()
0.30.30.70.81.11.21.5
0.0050.0130.0200.032
0.0040.0070.0110.018
0.0050.0100.0250.030
[] , , , ( ), , , , (), , , , , , , , , , , , , , , , , , , , .
, , , , , . . . , . ,
. . 10% . . 1.5m . .
() 20 30 40 50 60 80 100
32 14 8 5 4 2 1
-
1254
4-5 .
4-4-5
()
(m) 1
0.9 0.9
150200100150
[] , , , , .
. . , . 10% . .
4-4-6
1
500()
350()
200()
30
[] , . (, , ) 20% . .
: ,
: : ,
-
126
4-4-7 (03 )
()
()
651542---
21-17-17--
2.5ton
rollkghr
1-
0.005---
0.030.090.0058
1-
0.135-
0.00650.050.040.12-
-1-0.10.0050.050.030.11-
[] , , , .
, , , , , , .
.
4-5 4-5-1 ()
1.
10 10 20
0.05 0.015 0.12 0.036 0.20 0.06
0.025 0.007 0.065 0.019 0.12 0.036
0.065 0.019 0.100 0.030 0.18 0.048
[] . , , 20% . . .
-
1274
2. (03 )()
() () () (hr)
2021-2526-3031-3536-4041-4546-5051
0.210.280.350.500.530.550.640.71
0.650.821.061.511.591.711.842.05
0.950.971.152.213.333.403.804.27
[] () . 50% . 30% . 3% . (5ton) . . .
4-5-2
()
() () () (m) ()
18202530354050607590100150200300
0.040.050.090.120.150.210.310.430.600.881.132.003.005.00
0.010.020.030.040.060.100.150.200.300.450.601.001.502.40
35 50 65 80100135180210350500600750
1,0001,500
1.01.52.02.53.03.54.55.06.08.010.015.021.030.0
-
128
[] , , , , , , , , , , , .
12 9 . 18291 6 .
. 3% .
4-5-3 ()
1. ()
()
10 1020 2030 3040 40
() 0.03 0.04 0.06 0.08 0.1
2. ( 100)
() () (h)1,8003,800
5,5006,500
0.230.120.05
0.840.660.36
[] 1 5 . 5 5 1,800 3,800 0.07h/100, 5,5006,500 0.04h/100 .
4-5-4
(100)
() ()
0.30.40.150.2
( )
0.51.00.30.6
[] 0.1 . .
-
1294
4-5-5 ()
1. () (100)
0.32.8
[] . , , , .
2. ()( 100)
0.30.8
[] . , , , .
3. (10,000)
(2.5t)
0.41.42.6
[] 300700kg/10,000 . , , 20% .
.
4-5-6
1. () () ()
2m2m
0.010.02
0.030.06
[] , , . . 20% .
-
130
2. (100) () () 0.02 0.04
[] . .
4-6 (03 )(ton)
() () (hr)
20ton 1.212 0.65720ton 1.040 0.684
20ton 0.968 0.65720ton 0.836 0.684
[] .
. . 20% . 3% . 0.7 . .
4-7 (98 )(10)
50kW
16,0.50m
16,0.35m
3.25858PVC
#8PVC
m
T=5 0.17 0.11 0.11 1.1 5.0 0.05 0.05 13 8 0.05 0.2 0.2
T=7 0.19 0.12 0.12 2.3 5.0 0.06 0.06 13 13 0.05 0.2 0.2
T=10 0.19 0.12 0.12 2.3 5.0 0.06 0.06 13 13 0.05 0.2 0.2
T=15 0.26 0.16 0.16 4.6 5.0 0.08 0.08 13 17 0.05 0.2 0.2
-
1314
R/S
25 21/min 50kW 5 5500 6
g
T=5 0.55 600 0.45 0.45 0.45 0.52 0.45 0.45 0.05 0.22 0.05 0.38
T=7 0.77 840 0.60 0.60 0.60 0.70 0.60 0.60 0.06 0.27 0.06 0.52
T=10 1.10 1,200 0.80 0.80 0.80 0.90 0.80 0.80 0.08 0.35 0.08 0.70
T=15 1.65 1,800 1.00 1.00 1.00 1.20 1.00 1.00 0.11 0.46 0.11 0.93
[] .
3%, 2% . 2.5% . . . R/S . : ,
.
T=5 1 : 1
T=7 1 : 1 ,
T=10 1 : 0.7 ,
T=15 1 : 0.5
1 : 0.3
20m .
20-30m 30-50m 50m
(%) 20 30 40
-
132
5
5-1 5-1-1
() ()
3cm 6cm
13cm
915cm
915cm
0.50.4
0.5
0.50.7
0.50.8
10 0.1510 0.24
[] .
5-1-2
()
1.2---
-0.41.1-
--0.31.1
()
0.4-
0.5-
-0.70.8
()
- - 1.01.2
[] . . 2% . ,
.
-
1335
5-2 ()('08 ) (10)
,
10.3/min1.490.4m3
0.353.252.32.32.3
0.33.01.11.11.1
[] , , . 2
. . .
5-3 5-3-1 P.P
( 1 P. P )
4570 61 139 139 0.024/
[] . 1 .
5-3-2 H-Beam
1. ()(m)
3-5mH=300500H=600800
13.7111.58
17.014.36
6-8mH=300500H=600800
11.719.71
15.6512.81
9-11mH=300500H=600800
10.917.87
14.4011.24
12-14mH=300500H=600800
9.007.00
13.0710.17
15-18mH=300500H=600800
7.295.71
11.679.00
-
134
2. ()
() () () ()
3 2 1 2
3 1 1 2
[] H-Beam 25ton .
5-3-3
(10)
1001502,000#8
1.051.030.50.821.54
[] , . . 3% . .
(%)
1 50 1 3
2 753 90
3- 6 75 1 3
6-12 90
80% . .
5-2-5
1. ()
m 3.05 3.38 2.85 2.49 2.06
-
1355
[] 101105 .
Casing .
2. (10m)
0.361.060.71
0.290.870.58
0.361.030.69
0.411.220.8
0.581.731.16
[] .
.
3. P.C (10m)
0.030.210.340.43
[] PC , , (PC, , , , , ) .
(PC, PC ) . PC 4
.
4. ()
0.981.331.36
[] .
Grout Mixer, Grout Pump .
-
136
5. (10)
0.904.653.390.75
[] . , Chuck . , Chuck . . .
5-4 (Well Point)1.
(set )
Filter Sand
14.191224124816
[] 1 Set l00m 83 Well Point D-50, L-1m, Reiser Pipe D-38, L-5.5m, Header Pipe D-150, L-100m 1 .
1 Set 12 . 5%, 2% . Set Pump(14.92kW) . , . 50% .
-
1375
2. (1SET-)
0.50.51.00.22.0
[] Well Point Vacuum Pump 14.92kW Fugal Pump 11.19kW 1 .
5% .
5-5 (J S P)1.
(1)
4
19
17
503m m 70 30%
436210 0.3 50%
0.45 50%
# 10 kg 4 100%
77 100%
-
138
2. (1)
N02
N35
N04
N515
N1630
m 1.0 0.8 1.2 1.0 0.8 0.8 0.8
/m 7 8 7 8 9 9 9
/ 60 60 60 60 60 60 60
/m 462 528 462 528 594 594 594
kg/m 351 401 351 401 451 451 451
351 401 351 401 451 451 451
m0.8
0.9
0.6
0.7
1.0
1.1
0.8
0.9
0.6
0.7
0.6
0.7
0.6
0.7
3. (m)
N
()
()
()
()
()
()
/m /m
6122432
3333
3333
1111
13193139
17.3325.3341.3352.0
0.2880.4220.6880.866
+
0235045151630
661212122432
3333333
3333333
11
7878999
19202526274048
25.3326.6633.3334.6636.0053.3364.0
0.4220.4440.5550.5770.6000.8881.066
-
1395
4. ()
200kg/JSP4.2
52.22kW10.3/min150kW50
5.60kW61919
0.12511
1111111
0.125
11
5. +()
N
02N
35N
04N
515N
1630
200kg/
0.1250.251
0.1250.251
0.1250.251
0.1250.251
0.1250.251
0.125 0.125
J.S.P
J.S.P4.2
52.22kW10.3/min150kW50
5.60kW619191
m
1
11111111
0.116
0.154
1
11111111
0.133
0.176
1
11111111
0.116
0.154
1
11111111
0.133
0.176
1
11111111
0.15
0.198
11
0.151
0.198
11
0.151
0.198
-
140
. (J. S. P) : ()
N. J. V
0.1250.1250.0230.0030.0230.0070.0030.0021
0.1250.1250.0190.0030.0200.0060.0030.0021
. (4.2) : ()
0.1250.1250.1250.250.0290.0580.0580.0150.0290.0150.0150.015
1
0.1250.1250.1250.250.0290.0580.0580.0140.0290.0120.0120.012
1
-
1415
. ()
N. J. V N. J. V
3.0m
0.0720.2400.0720.0900.2400.240
. ()(m)
J. S. P
200kg/J.S.P
10.3/min150kW50
5.60kW619191
0.0830.1660.2660.2660.2660.2660.2660.2660.2660.2660.2660.266
0.1000.2000.2660.2660.2660.2660.2660.2660.2660.2660.2660.266
. ()
50-200/min5.60kW
11
0.25
[] . 20-1() . . . J.S.P . . (Slime)
.
-
142
5-6 S.C.W(Soil Cement Wall)1.
Q=B L 60 Et1+ t2+ t3+ t4
Q : (/hr)B : 1 0.9(m)L : (m)t1 : 20 / t2 : ()t3 : (2.0L)t4 : ( 3 / )E :
0.9 0.7 0.5
t2=(Hi i i)Hi : () i : N (m)
i :
(Hi) (/m)
N
-
1435
2. (/)
1 2 2 7
BULK 1 2 2 3
3. (1)
B I T
74.60kW350kW150kW1
50-200/min10.3/min
0.425TON100m/m
111121111
BIT (m)
N N
-
144
5.
()
9.6 4.4 8.6 4.4 7.3 3.3 6.8 3.3 25
TON1 1
- 1.6 3.1 1.6 - 1.3 2.4 1.3 25
TON1 1
[] 550mm, 1 0.9m . (SLIME)
.
5-7 1. ,
()
1 1
1 1 2 2 1 2 - 1 - 2 3 2
3 10
2 6
-
1455
2. ()
T1T2
0.51121-22
0.51112132
0.5112-1-3
5080TON120TON
B=4001,000mmB=8001,200mm
1.5kW200A
100m/m37.30kW150m/m22.38kW150m/m55.95kW
150kW500kW25
56.70kW74.60kW10.3/min100m/m100TON
6001,000m/m200m/m35
MM
1-1-122--1-6--------
-1-112-32-1
15-11----1
1-----------1-111---
3. . (T 1 )
T1 = M+ Ai(1+ a)BiM : , , , (4h)Ai : ()Bi : (h/) a :
-
146
(Bi)(h/)
N
T=800mm T=1,000mm T=1,200mm
N
-
1475
GX G : 1 (h) X : ( V V : () : 1 (h)
[ ] C+ ()/25(/h) 0.7(h) + V(1+a)()/25(/h) D1 D1 = 0.17h/m(m)
.
EN1 EN1 = 0.03(h/m)()(m) F2 F2 = 0.07(h/m)(m) GX GX=1.0(h/) () V V = ()0.04(h/) (V)
V = X Y +
X Y (1 - K 1)(Y - 1 ) + K 2X
V : X : {(1+a)} K 1 : (0.550.85) K 2 : (0.100.30) Y :
VY .
[] . (Slime)
. . . 56m .
-
148
5-8 (m)
() () () ()
0.00670.080.080.16
0.01090.410.410.82
0.04920.430.430.86
[] 40(16) . 15% . 5% . 2% . 3-WING BIT .
5-9 5-9-1
(1)
400
500
600
700
800
900
1,000
kg
0.570.374930.221
0.720.476210.281
0.860.567440.331
1.010.658730.391
1.160.751,0010.451
1.300.841,1240.501
1.450.941,2520.561
[] .
5% .
5-9-2
() 300mm 350mm 400mm 450mm 500mm
10.16cmPVC#8
KG
0.0021
0.0070.0560.043
0.0031
0.0070.0720.055
0.0041
0.0070.0900.069
0.0051
0.0070.1090.084
0.0051
0.0070.1300.100
-
1495
[] , .
( ) .
0.2, 14.7/hr .
5-10 (S.I.P)('08 ) .
(mm)
400600
300600
1. ()
11121
32
2. (/)
12121
* , 800mm 2 .
-
150
3.
()
508059.7~149.2kW
53136m75kW
75150kW350kW
10.3/min1
305050.250
1111111111111
TCTETBTCTCTCTCTCTCTC
0.2TC0.4TC0.3TC
, .
(mm) (m) () (kW)
350400 2020
5060
59.6889.5289.52111.90
400600 2020
6070
111.90111.90
600 80 149.20
4. TC=TE+(TB+TG)+TW+TS (min/)TC= 1 ( )TE= 1 ( )TB= 1 ( )TG= 1 ( )TW= 1 ( )TS= 1 ( )
1 (TE)
-
1515
TE=(a11) (min/)a1=N 1m (min/)1= N (min/) (min/m)
(mm)N
300450 500600
20 0.3 0.5
2040 0.65 0.8
4050 1.0 -
50 2.0 -
1 (TB) : 1min 1 (TG) (min/)
(m)(m)
400600 700800 9001000
10 2.0 4.0
1020 4.0 6.0
2030 6.0 8.0
1 (TW) (mm) 300 350 400 450 500 600 700 800 14 17 19 20 21 24 27 29
* 2
1 (TS)TS(min/) : 10+5nw( )
5. .
17 22
* , , , , .
-
152
5-11 5-11-1 R.C.D(Reverse Circulation Drill )
1. Stand pipe() .
()
()
200070~120 1000~3000 100020000.4~0.7
11111
( )+1.5m
122
* 35 .
. T=M+{(L1 1)+G1}/FM : , , (2h)L1 : (m) 1: m (h/m)G1 : (0.5h/)F : (F=0.8+f1+f2+f3+f4)f : (f1f4)
-0.05 0 +0.05
f1
-
f2
-
f3
f4
-
1535
( 1)(h/m)
N
1000 1500 2000
N
-
154
. BIT (BIT 1)
1,000m/EA 700m/EA 450m/EA 225m/EA 0.001 0.0014 0.0022 0.0044
. (1) (T1)
T1=M+ L2 2+ G2+ (1.0hr)M : , , , , (2h)L2 : (m), ( ) 2 : (h/m)G2 : (0.5h/)
( 2) N 1,000 1,500 2,000
N
-
1555
5-11-2
1. (1)
T1 T2
50 1 1 1,0001,500 1 1 1 1 1 +1.5m 250 1 200A 1 25TON 1 0.2 1 150kW 1 8.5~17.0/min 1 Suction Pump 150m/m 1 100 1 +1.5mCutting Crown Bit BIT m
1 1 2 2 2 2 1 1
* 35 .2. BIT (Cutting Crown ) 250m/EA 150m/EA 75m/EA 20m/EA 0.004 0.0067 0.0133 0.05
3. . (T1)
T1=M+ {Liti+ Gi)}/FM : , , , (4h)Li : (m)ti : (h/m)Gi : (0.5h/ )F : (F=0.8+ f1+ f2+ f3+ f4)
-
156
(ti) (h/m)
N 1,000 1,500
N
-
1575
. 20m .
5-11-3
1. (1)
T1 T2
96ton
1,0001,50070ton25ton
300AMP150kW
11
1
11
1
1
T1 T2
17 / min150
1,0002,000
11
1
1 +1.5m
22
22
2. CUTTING BIT (EA / m)
N1,000(17)
1,500(27)
2,000(35)
N
-
158
3. . (T1)
T1=M+ { (Liti+ Gi) } / FM : , , , , : 4hLi : (m)ti : (h / m)Gi : (0.5h /)F : (F=0.8+ f1+ f2+ f3+ f4)
(ti) (hr / m)
N 1,000 1,500 2,000
N
-
1595
. (T2)T2=M+ t1+ t2+ t3+ t4+ G2
M : (2hr)t1 : (0.7hr+ /25 / hr)t2 : (0.07hr / m+ 1.0hr /
)t3 : (0.03hr / m)t4 : (0.1hr / )G2 : (0.35hr / )
[] . . , , (, ) . . . .
5-12 ('08 ) (10)
500
()()
kg
5002540 13 13
401.707041
0.370.171.76
500
hr
0.4 45
1.880.93
[] . , .
-
160
5-13 ('08 ) (100)
()
0.150.23
0.10() 0.10 0.25
0.20() 0.15 0.25
[] .
m 0.057 , .
(100)
() P.P(9)(m) () (19)(m)
110 98 64 19
115 53 38 11
10m 10m .
. 100
0.47 .
5-14 (Mandrel)1.
(1)
1668
-
1615
2.
( )
40
4.0
250kW
1
1
1
2
2
3.
Q=3, 600 Ecm
Q : (m/hr) : 1 (m/)E : (0.80.9) : 1 (Sec)=t1+ t2+ t3
t1 : (Sec) : 90
t2 : = V1
(Sec)
t3 : = V2
(Sec)
V1 : (m / Sec) : 0.24V2 : (m / Sec) : 0.26
[] . 20m 50 . , . (6,1006,10030) . . 3% .
-
162
5-15 SAND PACK DRAIN1.
13262653539
(50kW) (400AMP)(80ton)
13132
2.
( ) ( )
80ton90kW350kW
17.0 / min1.723.2
111111
11142
3.
Q= 3,600 L Ecm 4
Q : (m / hr) : 1 (m /)E : (0.60.8) : 1 (Sec)
-
1635
(E) : E=(E1+E2)2
0.6 0.7 0.8
E1 8N 4
-
164
5-16 ()
3
m
1.11.10.67
0.0150.0100.017
50kW
0.0350.0180.0180.018
[] . . . , . . HDPE Sheet( ) . 1.5, 4.5m .
5-17 1. .
()
1.1122.2593.1572.238
5050kW10ton
1111
-
1655
. : Cm = T+(HiBi)
T : -0.7hr -2.0hrHi : (m)Bi : (hr/m)
Bi 0.374 0.423 0.592 0.75
[] 150 . PVC l.2 . , . 1 1 8 2
.
2. (1 1m)
0.028
0.024
hr 0.112
[] 15.2m/m 8 . 30% . .
3. (1)
() ()
0.163 0.087
[] 30% . .
-
166
4. (1)
0.554
0.311
0.629
0.100
0.199
10ton hr 1.847
[] .
5. ()
()
20
2040
4060
6080
80100
100120
120140
140160
160180
180200
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
1.166 2.333 3.250 3.000 3.250 3.500 3.750 4.000 4.250 5.250
1.500 3.000 3.000 4.000 4.650 5.300 5.950 6.600 7.250 7.750
1.833 3.666 4.000 4.000 4.700 5.400 6.100 6.800 7.500 9.250
1.000 1.000 2.000 2.000 2.000 2.000 3.000 3.000 3.000 3.000
6 6 7 7 8 8 8 9 9 10
H
2 4 4 5 5 5 5 5 5 6
[] 2 . (H-Pile) , , . .
-
1675
6. . ()
()
20
2040
4060
6080
80100
100120
120140
140160
160180
180200
1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000
4.011 8.023 8.031 8.810 11.866 14.923 17.980 21.037 24.094 26.923
(6.016) (8.023) (9.037) (13.704) (17.799) (19.897) (23.973) (28.049) (32.125) (35.897)
2.022 4.045 5.516 5.952 7.949 9.946 11.943 13.940 15.938 18.038
1.000 1.000 2.000 2.000 2.000 2.000 3.000 3.000 3.000 3.000
. ()
(YOB-20-6) 19/ MIN 20 1
(YMB-16L) 26/ MIN 16 1
(YCB-15-85) 150TON
(YOB-10-6) 8.4/ MIN 22 1
(YMB-16H) 26/ MIN 16 1
(YUB-3-40) 30TON
. 1 (m /)
()
20
2040
4060
6080
80100
100120
120140
140160
160180
180200
M 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 M 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 M 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200 0.200
[] . .
-
168
1 , 2 .
. .
5-18 E.P.S(Expanded Poly Styrene) (10)
E.P.S
1,800900600 10.340.0
0.110.530.37
20kW 0.55
[] E.P.S 6% . 3% . E.P.S , ,
. E.P.S 1,800900600
.
-
1696
6
6-1 .
.
6-1-1
1. ()
()
()
0.15
0.17
0.24
0.27
0.29
0.42
* , , .
2. ()
()
()
0.15
0.17
0.24
0.62
0.84
1.10
* , , , .* .
-
170
3.
()
()
0.850.871.29
0.820.991.36
* , , , ,
[] : ,
: , , , , , , , ,
: ( 3, 10) .
1 , (B) (A), (C) , 50kg 510kg 4565% , .
()
()
(kg) (kg) (kg)
13(A)(B)(C)
390385379
1,018 963 949
706 778 828
19(A)(B)(C)
368357351
921 893 841
882 931 992
25(A)(B)(C)
357346340
893 828 779
9311,0111,049
-
1716
()
(kg) (kg) (kg)
40
(A)
(B)
(C)
335
323
318
838
775
728
1,032
1,101
1,157
50
(A)
(B)
(C)
318
312
301
795
748
690
1,116
1,195
1,277
30% 370kg .
.
.
. 1 1
15 ., .
, .
()
0 -5 -10 -20
21 30 35 52
.
(, , PS, , ) .
-
172
6-1-2 (08 )
1. (80/hr)(/hr)
1
(cm)
5050100
100300
300
211815
812
33.226.621.218.8
47.137.730.126.7
55.244.235.431.4
69.255.444.339.4
211815
812
27.722.117.715.7
41.633.126.623.5
49.939.831.928.3
63.050.440.335.8
[] 1 , 1 .
, , , 20% .
, , . 2040, 20
30 . . H.15m, Z.15m
, , .
2. (/10)
0.440.52
0.210.26
0.740.81
0.410.46
-
1736
[] , 1% .
. , , .
(10)
0.22 0.07
(,)
% 31 41
, , (40m ) , 40m , 3 .
, , 15 10% .
1050m 50% , .
20% .
3.
(m)
()
()
0.009 0.006 0.015
[] .
4. .( 20km/hr )
-
174
6-1-3 (02 , 08 )
()
1:1.21:1.8(1:1.2 )
1:1.2
0.19 0.29
0.13 0.19
80/hr 0.17 0.26
[] (, ) , .
, 1% .
.
.
6-1-4
()
(kg) () ()
1 : 11 : 21 : 31 : 41 : 5
1,093680510385320
0.780.981.101.101.15
1.01.01.00.90.9
[] . . .
-
1756
1 : 11 : 21 : 31 : 41 : 5
, ,
6-1-5
()
(kg)
()
~ ~
~ ~ ()
()()
331 0.59 0.68 0.4 1.6
[] , . .
6-1-6
1.0201.02.8
1075 1 0.05, 0.80.50.15m
[] , , , .
. 2% .
-
176
6-1-7
()
() ()
0.200.300.380.400.420.50
0.880.820.770.760.750.70
15kg 40%
0.080.120.150.160.170.20
[] .
6-1-8
()
(kg) ()
1 : 1.41 : 1.51 : 1.61 : 1.71 : 1.81 : 1.91 : 2.0
1.006 967 931 897 866 837 710
0.940.970.991.031.041.061.08
6-1-9 (Epoxy) (04, 08 )
1. (Epoxy) ()
-
Epoxy-
kg
1.20.2
0.12
Epoxy-
kg
1.20.2
0.12
[] () (Epoxy)
-
1776
. 2% . 20% . 69m 15% 9m
3m 5% . . = 1.0m 1.0 (1.2)
2. (Epoxy) . (Epoxy)
()
Epoxy ()(4)(7)
kg
2212211,1055531.82.2
[] Epoxy () . 1 1 0.5 100%
. 50% .
. (Epoxy) ()
Epoxy (4)(7)
(10mm)
kg
2213753751,2501.82.2
[] Epoxy () . 1 1 0.5 100%
.
-
178
50% .
3. (m)
10 10
V-Cut (Epoxy putty) ( ) ( )
kgkg
0.7655.02.00.30.20.40.5
2.1255.04.00.50.20.40.5
[] Epoxy .
2% . 20% . 5% . 69m 15% 9m
3m 5% .
. (Epoxy) . .
(kg / m)
()()
0.5 1.0 2.0 3.0 5.0 10.0 15.0 20.0 25.0
101215182025304050
0.060.070.090.100.120.150.180.240.30
0.120.140.180.210.240.300.360.480.60
0.240.280.360.430.480.600.720.961.20
0.360.430.540.640.720.901.081.441.80
0.600.720.901.081.201.501.802.403.00
1.201.441.802.162.403.003.604.806.00
1.802.162.703.243.604.505.407.209.00
2.402.883.604.324.806.007.209.6012.00
3.003.604.505.406.007.509.0012.0015.00
-
1796
4. ()
4.5 6.0
(Epoxy putty)(Epoxy putty)(Epoxy Grout)
kg
35.7 0.62 6.8 6.0
47.1 0.87 6.8 8.64
(8 =70)(8 =70)(Epoxy )Epoxy
kg
5.0 5.0 0.30 0.25 11.5
5.0 5.0 0.30 0.25 12.0
()
0.7 0.7 1.0 0.5 0.5
0.9 0.7 1.0 0.5 0.7
[] Epoxy .
5% . 2% . .
6-2 6-2-1 (08 )
(ton)
()
()
()
()
()
()
1.071.241.511.69
0.350.450.500.60
1.691.841.922.14
0.690.750.800.86
2.763.083.433.83
1.041.201.301.46
-
180
[] , , , , , , , () , , , .
. P.C 40% .
, 2% . ( ) () 2%
. ( 10)
50% . 0.9 , 5kg,
6.5kg, 8kg . 7m .
6-2-2 (08 )
(ton)
0.230.30
0.030.04
[] . . 60% . (shop drawing) . 13 50%
. ( ) 2%
.
6-2-3
()
D16 D19 D22 D25 D29 D32 ()
kg
0.046 37.2 0.017
0.057 45.7 0.019
0.070 56.1 0.022
0.086 69.0 0.025
0.116 93.0 0.030
0.143114.3 0.034
-
1816
[] 6-2-1 .
50% .
(Top Down) 50% . 10% . .
6-2-4
()
1337440.060.150.090.11
,
[] D35 .
3 5% . . 10m
.
10m20m 20m
(%) 10 20
(Splices Kit) . . .
6-3 , .
-
182
6 , .
.
2T, , , ,
3, , , , ,
4 , , ,
6 ,
6-3-1 (01 )
()
(1)
(%)
(%) (%)
kgkg
0.03 0.0380.290.250.190.500.40
12 3 4
100.057.746.639.7
100.063.051.645.9
% 23 .
[] 2 . 1
.
-
1836
. P.C ,
. . . 7m , 3m
10% . .
( 10) 30% .
(Form Tie) . (D 1/2 ) 2.14(1.07)
10 . ( 6t/)
. .
[]
( )
1
0.03 153,000 4,590
0.038 120,000 4,560 #8 kg 0.29 270 78 30
0.25 280 70 00 0.19 183 84 34 90
0.50 10,570 5,285 00
0.40 6,120 2,448 00 23% ()
2,104 50
7,228 70 7,733 00
2 1 57.7% 63%3 1 46.6% 51.6%4 1 39.7% 45.9%
4,1703,3682,869
955779
4,8713,9903,549
792244
9,0427,3586,419
747923
* 86
-
184
6-3-2 (01, 08 )
( )
(1) (%)
(%) (%)
1.030123456
100.0 57.0 46.1 40.1 37.1 34.7
100.0 60.0 47.1 40.0 34.2 32.0
12
0.038 kg 0.29
kg 0.20 0.19 0.22 0.13
% 23 .
[] 2 . 1
. . P.C ,
. . 7m , 3m
10% . .
( 10) 30% .
(Form Tie) . (D 1/2 ) 2.14 (1.07)
10 . ( 6t/)
. .
-
1856
[]
( )
1
12m/m
1.03 2,898 1 2,985 0
0.038 120,000 4,560 #8 kg 0.29 270 78 30 0.2 280 56 0
0.19 183 84 34 90 0.22 10,570 2,325 40 0.13 6,120 795 60 23%
()1,735 35
5,978 85 3,121 002 1 57.0% 60%3 1 46.1% 47.10%4 1 40.1% 40%5 1 37.1% 34.2%6 1 34.7% 32%
3,4072,7562,3972,2182,074
9425511566
1,8721,4691,2481,067998
6099403872
5,2804,2263,6453,2853,073
5424925438
* 86
6-3-3 (01 )
( )
(%)
(%) (%)
0.05
123
100.057.142.0
100.062.851.5
3
,
0.053 1.03 kg 0.29
kg 0.25 0.19 0.54 0.25
% 23 .
-
186
[] 2 . 1
. . 7m , 3m
10% . , .
(Form Tie) . (D 1 / 2 ) 2.14 (1.07)
10 . ( 6t / )
. .
6-3-4 (04, 07, 08 )
1. (100)
4.54.57.5
1.74.54.5
6.29.0
12.0
[] . . 7m 3m 10% . .
506040503040100
, , , , , ,
* 10% . U, ,
.
. 3.2mm , 6 .
-
1876
2. (100)
hr
7.062.971.998.72
3.402.111.396.19
10.465.083.3814.91
[] (10ton) .
. . 1. . U, ,
.
. (5ton/)
.
6-3-5 (EURO FORM)(08 )
(10)
6001,8006001,200 2201,500
(200+200)1,2001001,650
-0.71-
0.02-
0.47-
0.13-
0.064 (WEDGE PIN) (DROP HEAD) ( ) (FLAT TIE) (HOOK CLAMP)
L= 200D 48.6
m
19.002--
20.0260.7732.827-
0.125
6.5670.0740.377---
0.0070.125
1.030.54
-
188
[] . , , . (, ) 5% . 3% . 7m , 3m
10% . , .
(FLAT TIE) (Form Tie) 6-3-1 [] .
() .
15 25%
, , , ,
25 10%
.
6-3-6 (Gang Form)(08 )()
0.0730.031
[] . , . . .
6-3-7 (Tunnel Form)()
0.1150.0060.066
-
1896
[] . , . .
6-3-8 (08 )()
%
11
2.142.140.190.110.0510
20%(, , )10
[] 20 .
. 7m , 3m
10% . .
6-3-9 (P.E) ()
740 900 1200 1500 1800
0.15 0.16 0.17 0.19 0.23
0.37 0.45 0.50 0.60 0.70
0.17 0.20 0.25 0.31 0.36 H = 1.0m
0.52 0.60 0.76 0.93 1.10
[] . 1.0m
. H=2.0m .
-
190
10 .
6-3-10 (P.E) ()
P.E
11
0.160 20%
0.1720.096
1 10%
[] 10, 20 , .
. 7m , 3m
10% . . (Form Tie)
.( /)
3t / 4t / 5t / 6t /
5/163/81/2
1.070.710.53
1.420.970.72
1.801.190.88
2.141.431.07
10 . ( 6t/ )
. .
6-3-11 ('95 )()
10.0330.016
-
1916
[] . 1 .
6-3-12 1.
()
0.199 0.154
0.091 0.064
hr 0.132 hr 0.170
[] , .
1.2m, () . (50100ton), (80200ton) . .
2. (SLIP-UP)()
0.034
0.073
[] 1.2m, . () .
. 24 ,
. ,
.
-
192
3.
/ton 0.887
/ 0.125
[] , 6-2-1 .
() . 24 ,
. . .
6-4 6-4-1 PSC ( )
1. ()
(kg) () ()
0.005 0.1 0.1
[] , .
2. (m)
(kg) () ()
0.014 0.04 0.025
3. ()
() () ()
12 12.7 0.1 0.4 0.3
[] .
-
1936
.
4. (10m)
() () () ()
66 0.027 0.23 0.23
[] . . .
5. (m)
() () ()
66 0.06 0.06
[] .
6. PSC
(10m)
kg
1.24
0.1280221.54.0
1201502,1002110510510,3004
10.3m2.1m0.1m2.0
[] 30% 10%.
.
-
194
6-4-2
1. (1 : 2)
()
2030m
3040m
4050m
POST I 3001501018.54,000 7 9 1113STAND I 3003002,000 4 4 4
CROSS-BAR H3004402,570 2 2 2
NORMALBRACKET 50250556 16 24 24CLAMPING-SCREW 401,100 8 12 12
TURN BUCKLE 401,130 8 12 12SCREW JACK 46800 28 36 44L / 4STIFFNER PL50050022 8 12 12
I-BEAM I 3001501018.5 m 120 160 200
2. I-GIRDER SETTING(2)
20m30m 30m40m 40m50m
12.6 16.4 22.2
12.6 16.4 22.2
2.4 2.4 4.8
15.0 24.6 26.2
hr 70ton 20 100ton 24 150ton 28
hr 50ton 10 80ton 10 80ton 12
-
1956
3. (2)
20m30m
30m40m
40m 50m
9.4 13.0 14.6 9.4 13.0 14.6 7.8 15.6 17.0
5.60kW(540 / min)
hr 3 3 3
300ton hr 3 3 3 100kW hr 3 3 3
4. (2)
20m30m
30m40m
40m 50m
7.0 7.8 9.2 7.0 7.8 9.2 8.0 9.2 13.4
5.6(540 / min)
hr 2 2 2
300ton hr 2 2 2 100kW hr 2 2 2
-
196
6-4-3 PSC BOX (08 )
1. ()
0.020.020.03
0.16
[] . , ()
15-6 . ()
1-5 . House .
2. (1)
252518912853
1.57kW5.6
3,0003,000
111111
1
[] . . . () 1-5
.
-
1976
3. ()
13.1
(2+)1.11.3
1.57kW5.63,0003,000
111111
T-420
/hr/hr
1
1141
kW/hr 7
[] 24, 48 .
6-5 Post Tension(PSC BOX)('08 )6-5-1 PSC BOX
1. ()
8.524.72
10.53 5.91
12.7
[] 2% .
2. ()
7 12.7
0.4120.8240.412
0.3840.7670.384
12 12.7
0.7071.4130.707
0.6581.3150.658
19 12.7 1.118 1.04231 12.7 1.825 1.701
[] 7% .
-
198
3. (m)
51
(7 / 12.7)0.069 0.0683
75(12 / 12.7)
0.101 0.100
90(19 /12.7)
0.161 0.147
110(31 / 12.7)
0.197 0.180
[] 5% .
4. ()
7 12.712 12.719 12.731 12.7
0.2000.3420.6161.005
0.7681.3172.3933.904
0.5680.9741.7682.885
[] .
1 , 2 .
5. (m)
80 (19 / 12.7) 100 (31 / 12.7)
0.0040.005
0.0040.005
[] 23 . .
-
1996
+1.0m .
6. (m)
7 12.7( 51)12 12.7( 75)19 12.7( 90)31 12.7(110)
0.0280.0610.0860.128
0.0280.0610.0860.128
[] .
6-6 6-6-1 PSC
(t / )
( / )
(t / )
20t35t 35t55 55t60 60t75 75t80
8 6(45t250t)
2
526604663780838
[] 80t .
, (2) .
20m, 20m, .
, .
.
, , (, ) 15% .
-
200
6-6-2
(/)
(t/)
20t35t35t55t55t75t75t95t
4 5 4 3
50t27080t290100t2150t2
10121417
[] 1Span (23) .
10m .
. (Cross beam), . . , 15% . .
6-6-3 PF
(2)
20m30m 30m40m 40m50m
TURN OVER
WHEEL
2,1303001,600
22,1303001,600
32,1303001,600
3
8.8 12.8 14.6
8.8 12.8 14.6
9.8 12.2 13.6
hr 70ton 10 100ton 12 150ton 14
hr 50ton 10 80ton 12 80ton 14
[] . , , . () 5 1
4 .
-
2016
1 (t)
0.15 0.20 0.25 0.30 0.40 0.50 0.60 0.80 1.00 1.5 1.5
A 0.15 0.38 0.59 0.77 1.00 1.14 1.24 1.36 1.43 1.53 2.00
1 =
. I-GIRDER . .
6-6-4 I.L.M(08 )
(1 1)
11
2
23
[] BOX .
6-7 6-7-1
() ()
0.2AN+2
4.60.41.0
(25t)(35kW)(500Amp)
0.90.80.4
, A : 1 N : ()
(A)
-
202
[] (POT) , 30% . . ( ) . . , 50% ,
. , .
, . 20m , 20m
. 2050m 50m
(%) 20 50
6-7-2
(10m)
()
80 100 160 240 320
2.1 2.3 3.0 3.3 3.6 3.0 3.3 4.3 5.7 7.0 8.7 9.1 10.3 11.2 12.1 5.8 6.1 7.1 8.3 9.5
5.0 5.3 6.1 7.0 8.0 24.6 27.1 34.7 41.4 48.0 (25kg)
21.8 24.1 31.1 37.6 44.0
kg 6.3 7.0 8.8 9.8 10.8 kg 9.2 10.4 14.0 17.4 20.9 2.2 2.4 2.8 3.2 3.6
[] (Rail Type) , 130kg/m .
, , , , , , () .
.
-
2036
.
()
80160 240320 15 20
2% . . .
[] (110kg/m)
(10m)
/
(mm)
150+150 200+200 220+220 250+250 270+270
1040
2070
1040
2070
1045
2075
1153
2283
1160
2390
EPOXY resin( )
0.04(0.04)
0.08(0.07)
0.05(0.04)
0.10(0.07)
0.054(0.045)
0.108(0.075)
0.066(0.053)
0.132(0.083)
0.07(0.06)
0.147(0.09)
5.0 5.8 6.0 6.8 6.5 7.3 7.28 8.10 7.82 8.66
/ 60/3.0 60/3.0 60/4.0 60/4.0 60/4.4 60/4.4 60/5.0 60/5.0 60/5.4 60/5.4
4.0 4.0 5.0 5.0 5.4 5.4 6.0 6.0 6.4 6.4
kg 1.27 2.23 1.27 2.23 1.43 2.39 1.69 2.65 1.91 2.87
m 20 20 20 20 20 20 20 20 20 20
0.2 0.36 0.25 0.45 0.30 0.51 0.38 0.63 0.46 0.72
1 1 1 1 1 1 1 1 1 1
[] () (1 : 5) .
110kg / m .
(10m)
2.302.90
1.361.70
-
204
, , , , .
2% .
6-7-3
()
()
14.77 5.28
- 2.64
15 - 9.70
[] ( ) .
. (stainless steel)
, (, (steel) , 13.22/ )
, , . ( )
. . .
. ( ) 10m ,
10m 10m 10% . , 20m 15 , 2030m 25, 3040m 40 .
, , .
( ) (embeded anchor) .
3% .
-
2056
6-7-4
()
kg
0.050.080.122.50.351.41.05
[] . . 3% . 20%,
15% . . . 5cm .
6-7-5 (08 )
()
0.0670.0140.029
80ton hr 0.114
5ton hr 0.114
50 hr 0.114
[] . 80ton . . , , . .
-
206
6-8 6-8-1 U(, , )(01, 06 )
()
(kg/)()
()
()
50150150300 300500 500700 700900
9001,100 1,1001,300
0.0150.0210.0300.0400.0500.0600.070
0.0360.0480.0660.0860.1060.1260.146
0.140.150.170.190.210.230.25
[] , (, , ), , .
2% . KS . 10t . () 50% .
6-8-2 (L )(06 )
()
()()
()
kg/
8501,1501,1501,5001,5002,0002,0002,5002,5003,0003,0003,5003,5004,000
0.060.070.090.110.130.150.18
0.190.240.300.380.450.530.60
0.610.760.961.201.431.671.90
[] , (, , ), , .
2% . KS . 10t .
-
2076
() 50% .
6-8-3 PC(07 )
()
D900 D1,200 0.20 0.54
0.52 1.22
(10ton) hr 1.22 2.00
[] PC .
, , , . . D900 (1,0002,000) D1,200 (2,0003,000) .
-
208
7
7-1 7-1-1
()
()
25303545556075
--
0.500.600.720.86-
--
0.400.480.580.69-
--
0.550.660.800.95-
--
0.440.530.640.76-
-
0.260.300.360.430.520.68
-
0.210.240.290.340.420.54
-
0.230.270.320.390.470.61
-
0.180.220.250.310.370.49
0.150.220.250.300.360.430.56
0.120.180.200.240.290.340.45
0.130.200.230.270.330.390.51
0.100.160.180.220.260.310.41
0.100.130.160.240.320.37-
0.100.110.140.210.290.33-
7-1-2 ()
()
25303545556075
--
0.400.480.580.69-
--
0.400.480.580.69-
--
0.440.530.640.76-
--
0.440.530.640.76-
-
0.210.240.290.340.420.54
-
0.210.240.290.340.420.54
-
0.180.220.250.310.370.49
-
0.180.220.250.310.370.49
0.120.180.200.240.290.340.45
0.120.180.200.240.290.340.45
0.100.160.180.220.260.310.41
0.100.160.180.220.260.310.41
0.080.090.110.170.230.26-
0.100.110.140.210.290.33-
-
2097
[]
. . 3m ,
.
(m) 34 45.5 5.57.5 7.5(%) 30 40 60 80100
() 7-2 [] . . 0.009 . 23 1 . () 36cm
. () 5-1 . (, , () ()
. 1 : 1 () , 1 : 1
() . , ,
() .
() .
() , , () .
.
. .
1.5m 3.0m 5.0m 7.0m()()
20403060
20404575
204060100
204080140
-
210
* ( ) 3040cm .
* .
(m)
1.5 3 5 7 7
()()
25352535
36453035
36603545
45753555
754560
25602040
* .
* .* .
.
()(m) 1.5 3 5 7 7
1 : 0.301 : 0.25
1 : 0.351 : 0.30
1 : 0.401 : 0.35
1 : 0.451 : 0.40
1 : 0.501 : 0.45
1 : 0.251 : 0.20
1 : 0.301 : 0.25
1 : 0.351 : 0.30
1 : 0.401 : 0.35
1 : 0.451 : 0.40
* 3m .* .
-
2117
: 6m
-
212
7-1-3 (92)
()
0.2
0.110.11
0.7 0.43
[] . , . 0.5 .
7-2 ()
()
25303545556075
0.150.220.250.300.360.430.56
0.120.180.200.240.290.340.45
0.130.200.230.270.330.390.51
0.100.160.180.220.260.310.41
0.100.130.160.240.320.37-
0.100.110.140.210.290.33-
0.120.180.200.240.290.340.45
0.120.180.200.240.290.340.45
0.100.160.180.220.260.310.41
