estimate labor arch korea
TRANSCRIPT
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2008
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304030
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30 . 75 () . 2 9m, 3 14m, 4 18m . . 2-6-1 1. [] .
6. ( )( )
( 16) (3.3)
0.250.30.10.80.10.06
[] .
-
798
2-6-2 ()
1. ()
48.62.4
,
,
m
3.99
0.5
2.08
0.04
0.04
0.1
[] , 2-6-2 5. .
30m30m(900) . KSF 8002 .
1.8m
1.5m( 2.0m)
1.2m
15m
KSF 8002 .
5% , .
, , , .
30m . 30m 3.5m 10% .
-
7992
2. ()
( )
1.2m 1.9m
1.0m 1.9m
1.2m 1.9m
0.36
0.34
0.68
0.04
0.68
0.04
0.0302
[] 2-6-2 5. .
30m30m(900) . KSF 8003 . 5% ,
. , , ,
. 45m 20m
. 30m 3.5m 10% .
3. ()(1 2m)
() H1700W1219 2
L1518-2 2
L1829 4
4
L1219 2
L1829 4
-
800
4
4
452002000 7
1.0
[] . 1 ()
. 2-6-2 5. .
4. ()
48.62.4 m 15.0 1.97
, 7.23
0.26
0.04
P.S.P 4203,0403 0.94
0.0115
#810 0.265
, 0.273
[] . . 0.9m, 5.4m, 1.8m
. 5%
. 30m , 3.5m
10% . 2-6-2 5. .
-
8012
5.
, , ,
,
()
3 6 12 18 24 30 36 42 48 54 60 66
6 % 10 % 19 % 28 % 37 % 46 % 55 % 64 % 73 % 84 % 91 %100 %
9 % 15 % 29 % 42 % 56 % 69 % 83 % 96 %100 %100 %100 %100 %
12 % 20 % 38 % 56 % 74 % 92 %100 %100 %100 %100 %100 %100 %
100 %100 %100 %100 %100 %100 %100 %100 %100 %100 %100 %100 %
[] 5.5 . 400 . . (, )
.
6. (10)
()
0.45 0.34
0.34 0.26
[] . 2-6-2 5. .
-
802
2-7 2-7-1
()
() () () () () ()
1.1-
-1.1
1-
0.050.05
0.28-
0.030.04
[] . 7m . 7m
. ( 3.6m). #21 3050%. . . 3.5m 30
15m .
10 .
2-7-2
()
48.62.4 m 2.7
0.26
0.25
0.27
-
8032
90 1.24
0.04
[] .
8m . 8m .
(m) 820 2030
() 0.07 0.10
, 30m 3.5m 10% . . 2-6-2 5. . 8m 2030
, 10m .
35 () .
2-8 ()
1.050.02
[] . 60%. .
.
-
804
2-9 ( )
()
0.12 0.012
0.004
1.2 0.01
0.06
30 0.002
0.007 0.03
0.02
[] 100%. . 6-1-1
. ,
. . ()
. .
, , , ,
, , ,
-
8052
2-10 ( )
()
0.15 0.07 0.07 0.07 0.15
[] .
.
2-11 ()
1.060.1150.026
[] . 60%. .
2-12 (m)
0.32 0.16
[] EV . 5ton
.
-
806
(6.4) .
3% , . .
2-13 ()
3 3
[] . 10ton
.
.
.
2-14 (99 )(m)
Y 450
#8
m
1.200.770.190.040.04
[] . . 2-6-2 5. .
.
-
8073
,
0.16 0.22 0.39
3
3-1 1. ,
.2.
.
3. 22, 23 , .
4. 20 , . , .
3-1-1
()
[] . 3m, 2m .
3m 2 .
. () .
-
808
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
-
8093
. (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
-
810
. () ()
(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
. . :
, (,
-
8113
), , . .
: 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%
-
812
.() (, , ) 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% .
.
-
8133
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 . () .
.
-
814
, .
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% . .
-
8153
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 .
.
.
-
816
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
-
8173
3-4-2 (P. E)
(10)
0.050.651.0
[] . ,
. . 1 : 11 : 1.5 1 : 1.5
10%. 7m .
3-5 (02 )( m)
0.51
0.13
[] , .
.
45 , 45 30% .
30m , l0m 10% .
3% . 90 . .
-
818
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) . . . 5% .
-
8193
3-6-2 (08 )
()
()
()
0.7
10ton
0.7ton
hr
hr
hr
0.20
0.17
0.50
0.46
0.29
[] . .
, , , , , , , , .
(, , , ) .
-
820
4
4-1 4-1-1 ()(06 )
(100) 4.05.0
5.07.0
[] , , , , .
. 1030cm . (, , , )
.
4-1-2 (100)
() () () () () 10 3(21) 0.756 17 13 1.3 5.46
10 3(26) 0.936 20 15 1.5 6.76
[] 10%, 10m .
4-1-3
1. (07 ) (100)
2,5003,000 50
231018
5150.20.370.320.070.07
-
8214
[] , (4.5) . . .
2. (07 )(100)
0.150.23
[] .
(, , , , ) .
4-1-4 (100)
() () () () ()
051
1.50.6
55
505.0
1.51.3
[] .
4-2 ()
()
()
()
(m)
()
()
()
(m)
3 5 7 911131518212430
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 7.213.518.32225313852
36 42 48 54 60 66 72 78 84 90100
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 .
-
822
4-3 (98 )4-3-1
()
(m)
()
()
() ()
2.5 4.5 8
1.0
1.11.5
1.62.0
2.12.5
2.63.0
3.13.5
3.64.0
4.14.5
4.65.0
5.15.5
5.66.0
0.05
0.06
0.08
0.10
0.12
0.15
0.18
0.21
0.25
0.28
0.32
0.01
0.01
0.01
0.02
0.02
0.03
0.03
0.03
0.04
0.05
0.05
71
71
52
37
30
17
17
12
12
12
7
126
126
92
67
52
30
30
21
21
21
14
195
195
143
104
83
49
49
36
36
36
26
[] ( 3m 4-3-3- ), , , , , , , , , , , , .
4 . 36 1 3672 2
, 72 3 6 . ,
20% . 20% . . ,
. 6m .
.
-
8234
4-3-2
()
()
()
()
() ()2.5 4.5 8
4 5 6 7 8 9101112131415161718192021222324252627282930
0.140.200.280.370.450.540.630.720.810.911.011.111.221.321.431.541.651.771.882.002.122.242.362.502.622.682.76
0.020.020.020.050.060.070.080.110.120.140.150.160.160.170.190.210.230.260.270.280.300.310.350.360.370.380.39
373026171712 7 7 3 3 3 1 1 1 1 1
6752453030211414 7 7 7 3 3 3 3 3 1 1 1 1 1
10483714949362626141414 7 7 7 7 7 4 4 4 4 4 2 2 2 2 2 2
[] () , , , , , , , , , , , (), (), () .
4 .
-
824
36 1 3672 2 , 72 3 6 .
20% .
20% . . ,
. 30 .
.
4-3-3
()
()
()
()
() ()
2.5 4.5 8
45 6 7 8 9101112131415161718192021222324
0.110.130.190.260.330.390.470.550.630.700.790.880.971.051.151.241.331.431.531.621.73
0.010.020.020.030.040.050.060.090.100.110.110.120.130.140.150.170.180.200.220.220.23
7152373730261717171212 7 7 3 3 3 3 3 1 1 1
126 92 67 67 52 45 30 30 30 21 21 14 14 7 7 7 7 7 3 3 3
195143104104 83 71 49 49 49 36 36 26 26 14 14 14 14 14 7 7 7
-
8254
()
()
()
() ()
2.5 4.5 8
252627282930
1.851.982.042.092.152.20
0.250.280.280.290.300.31
1111
333311
777744
[] , , , , , , , , , , , , , , , , , , , , , , , .
4 . 36 1 3672 2
, 72 3 6 .
20% . 20% . . ,
. 30 . .
.
4-3-4
()
(m)
()
()
() ()2.5 4.5 8
0.3 0.30.70.81.11.21.5
0.010.040.080.14
0.002 0.0060.010.02
580373181113
996644319201
1,5701,009 500 315
[] , , , ( ), , , ,
-
826
(), , , , , , , , , , , , , , , , , , , , .
4 . 36 1 3672 2
, 72 3 6 . ,
20% . 20% . . ,
. 1.5m . .
.
4-3-5
()
(m) 10.9 0.9
300400250300
[] , , , , .
.
4-4 ()4-4-1
()
(m)
()
()()
()
()
(hr)
1.0 1.11.51.62.0
0.070.090.11
0.060.070.09
---
---
---
0.0460.0640.099
-
8274
(m)
()
()()
()
()
(hr)
2.12.52.63.03.13.53.64.04.14.54.65.05.15.55.66.0
0.150.190.230.290.330.380.430.49
0.120.140.170.200.230.270.310.36
--0.160.200.220.260.290.34
--0.080.100.110.130.140.16
--0.120.140.160.190.220.25
0.1410.1890.2410.2950.3470.4030.4540.500
[] ( 3m 4-4-3 ), , , , , , , , , , , .
, , , , , , .
. 20% . . , . ,
. . 6m . 10% . ,
0.4 . , 4-5
.
4-4-2
()
()
()
()()
()
()
(hr)
4567
0.140.230.320.41
0.090.140.190.24
----
----
----
0.1250.1670.2170.276
-
828
()
()
()()
()
()
(hr)
8 9101112131415161718192021222324252627282930
0.500.590.680.770.860.951.031.121.211.301.391.481.571.661.751.841.932.012.102.192.282.342.39
0.290.350.390.450.500.550.610.660.710.770.830.880.940.991.051.101.161.221.281.331.371.401.44
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
0.3450.4230.5130.6140.7270.8530.9921.1461.3141.4981.6981.9152.1492.4022.6732.9643.2753.6083.9614.3374.7365.1585.604
[] , , , , , , , , , , , (), (), () .
1.2m . , , , , , ,
. . 20% . . , . ,
. . 10% . 30 . ,
818 0.4, 1930 0.7 .
, 4-5 .
-
8294
4-4-3
()
()
()
()()
()
()
(hr)
4 5 6 7 8 9101112131415161718192021222324252627282930
0.110.170.230.300.370.440.510.580.650.720.800.870.941.021.091.171.251.321.401.471.551.621.701.781.831.871.91
0.070.100.140.180.220.260.300.350.390.430.480.520.570.620.660.710.760.800.850.890.940.991.041.071.091.121.15
------0.330.370.420.460.520.560.610.660.700.760.810.850.900.951.001.051.101.151.181.201.23
------0.160.180.200.230.250.270.300.320.340.370.390.420.440.460.490.510.540.560.570.590.60
------0.240.280.310.340.380.410.450.490.520.560.600.540.570.600.640.670.700.730.750.760.78
0.080.1010.1250.1520.1830.2170.2560.2980.3450.3960.4520.5130.5790.6500.7270.8090.8980.9921.0931.2001.3141.4351.5631.6981.8411.9912.149
[] , , , , , , , , , , , , , , , , , , , , , , , .
. , , , , , ,
.
-
830
. 20% . . , . ,
. . 10% . 30 . ,
1020 0.43, 2130 0.7 .
, 4-5 .
4-4-4 () (02 )
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. ()()
(m) () () ()
0.30.30.70.81.11.21.5
0.0050.0130.0200.032
0.0040.0070.0110.018
0.0050.0100.0250.030
[] , , , ( ), , , ,
-
8314
(), , , , , , , , , , , , , , , , , , , , .
, , , , , . . . , . ,
. . 10% . . 1.5m . .
(/)
() 20 30 40 50 60 80 100
32 14 8 5 4 2 1
4-5 .
4-4-5
()
(m) 1
0.9
0.9
150200
100150
[] , , , , .
. . , . 10% . .
-
832
4-4-6 (04 )
1
500()
350()
200()
30
[] , . (, , ) 20% . . : ,
: : ,
4-4-7 (03 )
()
()
651542---
21-17-17--
2.5ton
rollhr
1-
0.005---0.030.090.0058
1-
0.135-
0.00650.050.040.12-
-1-0.10.0050.050.030.11-
[] , , , .
, , , , , , .
.
-
8334
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% . . .
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) . . .
-
834
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
1.0 1.5 2.0 2.5 3.0 3.5 4.5 5.0 6.0 8.010.015.021.030.0
[] , , , , , , , , , , , .
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
-
8354
[] 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 . .
4-5-5 ()
1. ()(100)
0.32.8
[] . , , , .
2. ()( 100)
0.30.8
[] . , , , .
3. (10,000)
(2.5t)
0.41.42.6
[] 300700/10,000 .
-
836
, , 20% .
.
4-5-6
1. ()
() ()
2m2m
0.010.02
0.030.06
[] , , . . 20% .
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 . .
-
8374
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
R/S
2521
/min50kW 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
-
838
[] .
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 .
2030m 3050m 50m
(%) 20 30 40
-
8395
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% . ,
.
-
840
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
-
8415
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
-
842
[] 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 .
-
8435
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% .
-
844
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%
-
8455
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
-
846
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
-
8475
. (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
-
848
. ()
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)
.
-
8495
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
-
850
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
-
8515
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
-
852
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 :
-
8535
(Bi)(h/)
N
T=800mm T=1,000mm T=1,200mm
N
-
854
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 .
-
8555
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% .
-
856
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
[] , .
( ) .
0.2, 14.7/hr .
5-10 (S.I.P)('08 ) .
(mm)
400600
300600
1. ()
11121
32
-
8575
2. (/)
12121
* , 800mm 2 .
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
-
858
4. TC=TE+(TB+TG)+TW+TS (min/)TC= 1 ( )TE= 1 ( )TB= 1 ( )TG= 1 ( )TW= 1 ( )TS= 1 ( )
1 (TE)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
-
8595
1 (TS)TS(min/) : 10+5nw( )
5. .
17 22
* , , , , .
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)
-
860
f : (f1f4)
-0.05 0 +0.05
f1
-
f2
-
f3
f4
( 1)(h/m)
N
1000 1500 2000
N
-
8615
2. R.C.D .
()
T1 T2
10002000 1 70~120 1 10003000 1 6 3 150kW 1 1 200A 1 1 250mm 1 +1.5m 25 2 25 1 22.67/min 1BIT(CUTTER) EA 6 m 1 1DESANDER 56.70kW 1 0.4~0.7 1
T1 T2
1141
1121
* .* 50kg/ .
. BIT (BIT 1)
1,000m/EA 700m/EA 450m/EA 225m/EA
0.001 0.0014 0.0022 0.0044
-
862
. (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
-
8635
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)
-
864
(ti) (h/m)
N 1,000 1,500
N
-
8655
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
-
866
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
-
8675
. (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
[] . , .
-
868
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
2.
( )
404.0250kW
111
22
-
8695
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% .
5-15 SAND PACK DRAIN1.
13262653539
-
870
(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)
(E) : E=(E1+E2)2
0.6 0.7 0.8E1 8N 4
-
8715
(Cm)Cm = t1+ t2+ t3+ t4+ t5
t1 : (Sec) : 140
t2 : = V1(Sec)
V1 : (m / Sec)
N= 04 N = 58V1 0.08 0.05
t3 : Pack (Sec) : 130t4 : (Sec) : 220
t5 : = V2(Sec)
V2 : (m / Sec) = 0.08
[] . 20m 50TON . Steel Plate(6,1006,10030) . (+ 10M), (+ 1.5M), ,
. Pack 0.5m 15%,
20% .
5-16 ()
3
m
1.11.10.67
0.0150.0100.017
50kW
0.0350.0180.0180.018
-
872
[] . . . , . . HDPE Sheet( ) . 1.5, 4.5m .
5-17 1. .
()
1.1122.2593.1572.238
5050kW10ton
1111
. : 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
.
-
8735
2. (1 1m)
0.028
0.024
hr 0.112
[] 15.2m/m 8 . 30% . .
3. (1)
() ()
0.163 0.087
[] 30% . .
4. (1)
0.554
0.311
0.629
0.100
0.199
10ton hr 1.847
[] .
-
874
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) , , . .
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
-
8755
. ()
(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
[] . . 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
-
876
[] E.P.S 6% . 3% . E.P.S , ,
. E.P.S 1,800900600
.
-
8776
6
6-1
.
.
6-1-1 (08 )
1. ()
() ()
0.150.17
0.270.29
* , , . * () 2%,
1% . * .
[] .
. .
-
878
6-1-2 (08 )
1. (80/hr)(/hr)
1()
50
50100
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 . . H15m, Z15m
, , .
-
8796
2. (/10)
0.44 0.21
0.52 0.26
0.74 0.41
0.81 0.46
[] , 1% .
. , , .
(10)
0.22 0.07
, )% 31 41
, , (40m ) , 40m , 3 .
, , 15 10% .
1050m 50% , .
20% .
-
880
3. (m)
()
()
0.009 0.006 0.015[] .
.
4. .( 20/hr )
6-1-3 (08 )
()
3871.24-0.020.01
238.70.920.480.020.01
[] . 16-1 5. . .
7.5kW0.31.5kW
502.6m
-
8816
6-1-4 (Chipping)(08 )
()
0.23 0.13
[] . , , . , . . 3% .
6-2 6-2-1 (08 )
(ton)
()
()
()
()
()
()
1.241.51
0.450.50
1.841.92
0.750.80
3.083.43
1.201.30
[] . P.C 40% .
, 2% . ( ) 2%
. 0.9 , 6.5,
8 . 13 50%
. ( 10)
50% . 7m
.
-
882
0.23
0.30
0.03
0.04
6-2-2 (08 )
(ton)
[] . . 60% . (shop drawing) . 13 50%
. ( ) 2%
.
6-2-3 (02 )
( )
D-16 D-19 D-22 D-25 D-29 D-32
()
0.04637.20.017
0.05745.70.019
0.07056.10.022
0.08669.00.025
0.11693.00.030
0.143114.30.034
[] 6-2-1 .
50% .
(Top Down) 50% . 10% . .
-
8836
6-3 6-3-1 (01 )
()
(1) (%)
0.030.0380.290.250.19
12 3 4
10057.746.639.7
10063.051.645.9
0.500.40
(%) 23
[] 2 . 1 ,
.( ) . P.C ,
. . 7m , 3m
10% . , .
. ( 10) 30%
. (Form Tie)
.(/)
-
884
3 t/ 4 t/ 5 t/ 6 t/
7.9mm9.5mm12.7mm
1.070.710.53
1.420.970.72
1.801.190.88
2.141.431.07
(D 12.7mm ) 2.14(1.07) 10 .
( 6t/) .
. .
(100)
g
6.990.015-0.62
1 : 3
( )
* 12.7mm . * .
. Slab . 5% . 20% . 20 . ,
3 () .
.
(m)
-
8856
2.12.11m1.51.51m
0.0002470.00025
10% 10%
[] A = A1+A2+A3+A4+A5 : 0.030.77A1' =A1 : 0.0380.77A2' =A2 23% : 0.29A3' =A3 : 0.25A4' =A4 : 0.19A5' =A5
B = B1+B2 : 0.50B1' =B1 : 0.40B2' =B2
1 A B
21 (A)57.7% 1 (B)63%
31 (A)46.6% 1 (B)51.6%
41 (A)39.7% 1 (B)45.9%
-
886
6-3-2 (01, 08 )
()
(1) (%)
(%) (%)
1.0312 3 4 5 6
100.057.046.140.137.134.7
100.060.047.140.034.232.0
12
0.038 0.29
0.20 0.19 0.22 0.13
(%) 23
[] 2 .
1 , .( )
. P.C ,
. . 7m , 3m
10% . , .
. ( 10) 30%
. (Form Tie)
.(/)
3 t/ 4 t/ 5 t/ 6 t/
7.9mm9.5mm12.7mm
1.070.710.53
1.420.970.72
1.801.190.88
2.141.431.07
(D 12.7mm ) 2.14(1.07) 10 .
-
8876
( 6t/) .
. .
(100)
g
6.990.015-0.62
1 : 3
( )
* 12.7mm . * .
. Slab . 5% . 20% . 20 . ,
3 () .
.
(m)
2.12.11m1.51.51m
0.0002470.00025
10% 10%
[] A = A1+A2+A3+A4+A5 : 1.030.77A1' =A1 : 0.0380.77A2' =A2 23% : 0.29A3' =A3 : 0.25A4' =A4 : 0.19A5' =A5
B = B1+B2 : 0.22B1' =B1 : 0.13B2' =B2
-
888
1 A B
21 (A)57.0% 1 (B)60.0%
31 (A)46.1% 1 (B)47.1%
41 (A)40.1% 1 (B)40.0%
51 (A)37.1% 1 (B)34.2%
61 (A)34.7% 1 (B)32.0%
6-3-3 ( )(08 )
()
(%)
0.03
-
0.038
0.29
0.25
2
2
0.19
-
1.03
0.038
0.29
0.2
2
2
0.19
1
100%
100%
100%
100%
2
57.7%
63%
57%
60%
0.42
0.24
0.25
0.15
(%) 23 23
[] ( ) .
2 . 1 2
. .
-
8896
(, ) .
15%. . 12 .
6-3-4 (Euro Form)(08 )
(10)
6001,8006001,2002201,500
(200200)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
[] . . , , . (, ) 5% . 3% . 7m , 3m
10% . , .
(Flat Tie) (Form Tie) 6-3-1
-
890
0.720.42
[] . () .
15 25%
, , , ,
25 10%
.
6-3-5 (08 )
(10)
[] .
AL PANEL 150 . , , . . . .
6-3-6 (Gang Form)(08 )
()
0.0730.031
[] . , . . .
-
8917
7
7-1 () 7-1-1 (08 )
(t)
60
60
100
300
1,000
2,000
(/t)
7.45 6.94 6.60 5.92 5.24 4.90
[] . 200% . (Built up) H(Rolled shape)
0.71 . .
7-1-2
=
,
0.80.95 1.0 1.051.2
(ton)
H
7.0 3.5
3.5 1.7
2.0 1.0
6.0 2.0
* , .
* .
-
892
7-1-3 (08 )
1.
(m/t)
20
20
30
40
50
60
70
80
90
100
(/t)
0.66 1.12 1.52 1.88 2.20 2.54 2.86 3.16 3.46 3.72
(m/t)
110
120
130
140
150
160
170
180
190
200
(/t)
4.02 4.28 4.54 4.81 5.07 5.30 5.56 5.79 6.05 6.28
[] 1ton Fillet 6 . 200% . (Built up) H
(Rolled shape) 0.73 . . , ,
.
() 5 6 7 8 9 10 11 12
0.55 0.68 0.81 0.94 1.06 1.17 1.29 1.40
() 13 14 15 16 17 18 19 20
1.50 1.60 1.70 1.79 1.87 2.0 2.04 2.11
() 6 7 8 9 10 11 12 13 14 15
2.86 2.94 3.03 3.12 3.22 3.32 3.43 3.54 3.66 3.78
() 16 18 20 22 24 26 28 30 32 34
3.90 4.17 4.45 4.75 5.07 5.41 5.77 6.14 6.53 6.95
() 35 40 45 50 55 60 65 70 75 80
7.16 8.29 9.54 10.90 12.58 13.97 15.68 17.50 19.44 21.49
-
8937
2.
* =
(t)
30
30
60
100
200
300
400
500
600
700
800
900
1,000
1,500
2,000
1.36 1.31 1.22 1.16 1.08 1.04 1.01 0.99 0.97 0.96 0.94 0.93 0.92 0.89 0.86
(m)
0.42 - -
CO2 - 0.23 -
- 0.12 -
- - 0.21
F L U X - - 0.21
* Fillet 6 .
7-2 7-2-1 (08 )
(ton)
6
20
30
40
40
20.00.460.058
20.00.560.22
20.00.620.24
20.00.680.26
20.00.750.29
4%
[] . . * =K1( K1=abcd) a. b. c.
-
894
d. () * 1 15ton . * , 50 ( 150M )
.
(6 )(1)
()
50
5055
5560
6065
6570
7080
8090
(a)
1.3 1.26 1.22 1.18 1.14 1.1 1.05
()
90110
110130
130150
150190
190250
(a)
1.0 0.95 0.89 0.84 0.77
(6 ) a=1(60-N)0.003, N : (/)
N() 40 50 60 70 80 90 100 110 120 130
(a) 1.06 1.03 1.00 0.97 0.94 0.91 0.88 0.85 0.82 0.79
(6 )(ton)
10
1015
1520
2030
3050
5080
80150
150250
250500
500 1,000
1,000
(b)
1.34
1.3 1.26 1.22 1.18 1.14 1.1 1.05 1.0 0.950.89
(6 ) 100ton b=1.127/T, 100ton b=0.9715/T T : (ton)
T(ton)40
50 60 70 80 90 100 200 300 400
(b) 1.3 1.26 1.24 1.22 1.21 1.20 1.19 1.045 1.02 1.008
-
8957
T(ton) 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400
(b) 1.00 0.995 0.991 0.989 0.987 0.985 0.984 0.983 0.982 0.981
(6 ) c=1(0.5H-10)0.003, H :
(H)
50m 45 40 35 30 25 20 15 10 5
(c) 1.045 1.038 1.030 1.023 1.015 1.008 1.000 0.993 0.985 0.978
(6 ) b=33/S0.33, S : ()
(S)
20(16-25)
30(26-35)
40(36-45)
50(46-55)
60(56-65)
70(66-75)
80(76-85)
(d) 1.98 1.43 1.16 0.99 0.88 0.80 0.74
* (Span) 10m
7-2-2 (08 )
( ton)
30/t
50/t
70/t
90/t
110/t
110/t
0.65 0.78 0.89 1.00 1.08 1.12
[] . . 300ton 300ton
. * =K K=a( )
-
896
< (a) >
1ton
50 50 90
300t 500t 0.91 0.92 0.93
500t 1,000t 0.87 0.88 0.89
1,000t 0.84 0.85 0.86
7-2-3 (08 )
( 6 1m)
CO2
0.280.140.04
[] .
7-2-4 (08 )
II 1-4 .
7-2-5 (08 )
()
()
13 16 0.08
16 19 22 25 28
0.120.24
0.30
[] , . .
. .
-
8977
20% .
.
7-2-6 (08 )
()
400 500 600 700
15.6 0.18 0.05
24.4 0.21 0.07
35.1 0.23 0.07
47.8 0.26 0.09
[] 50 , .
7-3 7-3-1
( 10m)
()()
L.P.G() ()
1.6 2.3
0.370.42
0.150.16
0.120.14
0.170.23
[] . () L.P.G .
7-3-2 (08 )
()
0.040.02
[] . . .
-
898
3% . (10ton)
. 10 , 11 15
4%, 16 5 1% .
7-4 (08 )(ton)
35
[] , . , , .
7-5 (Stud bolt) (1,000)
1.12.2
1.42.8
[] 2 .
. ,
. 40%,
20% . 5% .
-
8997
7-6 (08 )()
# 810
# 10
m
1.10.4
0.030.040.02
[] . 30%.
7-7 7-7-1 (08 )
()
()
42.0
(1)
42.06.0
[] Tower Crane 8ton()50m() 32.5m .
Tower Crane () .
Tower Crane . Tower Crane 3%
. Tower Crane
. Tower Crane ,
( ) . Tower Crane .
58100ton 1
147
-
900
7-7-2 (08 )
1 (ton)
(/)
15
25251515 8
1510
[] .
.
7-7-3
( m)
m
11
: : : : : : : : :
0.0140.0070.0120.0130.0070.0020.0260.0060.013
[] . . (50/m, =20m) .
-
9017
7-8 (08 )(/100)
22.720.2-
0.0650.0280.0460.034
39.4--
0.0930.0530.0390.080
--38.80.0510.0350.0320.052
[] , . 19-2 3.
. 3% . . , , .
. . .
111
5.6
211
5.6
.
-
902
7-9 (ton)
15.93 12.54
[] . 4 . . , , , . 3% . . . (, , ) , (
, ) 3% .
-
9038
8
8-1 8-1-1
()
()
0.5B
()
1.0B
()
1.5B
()
2.0B
()
2.5B
()
3.0B
()
1995.7
75 149 224 298 373 447
21106
65 130 195 260 325 390
[] 3%, 5% .
10 . () .
()
()
0.5B
()
1.0B
()
1.5B
()
2.0B
()
2.5B
()
3.0B
()
20.59.55.5
209.55.5
1995
2095
72
73
83
79
141
147
167
159
215
220
250
238
286
293
333
318
358
366
417
397
429
440
500
470
10 20.59.55.5 .
-
904
8-1-2
(1,000)
()
()
()
()
()
0.5B
1.0B
1.5B
2.0B
2.5B
3.0B
0.25
0.33
0.35
0.36
0.37
0.38
127.5
168.3
178.5
183.6
188.7
193.8
0.275
0.363
0.385
0.396
0.407
0.418
1.8
1.6
1.4
1.2
1.0
0.8
1.0
0.9
0.8
0.7
0.6
0.5
0.5B
1.0B
1.5B
2.0B
2.5B
3.0B
0.30
0.37
0.40
0.42
0.44
0.45
153
188.7
204
214.2
224.4
229.5
0.33
0.407
0.44
0.462
0.484
0.495
2.0
1.8
1.6
1.4
1.2
1.0
1.0
0.9
0.8
0.7
0.6
0.5
[] 3.67.2m 20%, 7.2m 30% .
10,000 , 5,000 15%, 5,000 10,000 10% .
. . 16-1 . (0.5B ) 1,000 2.0, 1.0
, . ( 20% ) 1,000
0.2, 0.2 . 1 : 3. (, ) 10 . 1909057124 .
-
9058
8-1-3
(1,000 )
()
()
()
()
()
()()
()
()
()
()
()
0.5B
1.0B
1.5B
2.0B
2.5B
3.0B
0.25
0.33
0.35
0.36
0.37
0.38
127.5
168.3
178.5
183.6
188.7
193.8
0.275
0.363
0.385
0.396
0.407
0.418
2.9
2.5
1.9
1.6
1.5
1.2
1.5
1.3
1.1
0.9
0.8
0.7
0.3
0.15
0.1
0.07
0.06
0.05
13.40
6.70
4.47
3.35
2.68
2.23
0.035
0.019
0.013
0.009
0.008
0.007
38.26
20.77
14.21
9.84
8.74
7.65
0.0273
0.0148
0.0101
0.0070
0.0062
0.0055
0.90
0.45
0.30
0.23
0.18
0.15
0.5B
1.0B
1.5B
2.0B
2.5B
3.0B
0.30
0.37
0.40
0.42
0.44
0.45
153.0
188.7
204.0
214.2
224.4
229.5
0.330
0.407
0.440
0.462
0.484
0.495
3.2
2.7
2.1
1.8
1.6
1.3
1.5
1.3
1.1
0.9
0.8
0.7
0.30
0.15
0.10
0.07
0.06
0.06
15.40
7.70
5.13
3.85
3.08
2.57
0.040
0.020
0.014
0.010
0.008
0.007
43.72
21.86
15.30
10.93
8.74
7.65
0.0312
0.0156
0.0110
0.0078
0.0062
0.0055
0.90
0.45
0.30
0.23
0.18
0.15
[] 3.66.0m ( ) 20%, 6.0m 30% .
10,000 , 5,000 ( ) 15%, 5,000 10,000 ( ) 10% .
. . ,
. 1 : 3 1
: 1. 10 . . .
-
906
8-1-4
(1,000)
()
()
()()
()
()
()
()
()
()
()
1.0B 0.31 210.8 0.304 - - - 3.2 1.8 - -
1.5B 0.34 231.2 0.333 - - - 2.9 1.6 - -
1.0B 0.37 251.6 0.363 - - - 3.6 1.8 - -
1.5B 0.40 272.0 0.392 - - - 3.2 1.6 - -
1.0B 0.31 210.8 0.304 0.019 20.77 0.0148 4.5 2.2 0.15 0.4
1.5B 0.34 231.2 0.333 0.013 14.21 0.0101 3.6 2.0 0.1 0.3
1.0B 0.37 251.6 0.363 0.020 21.86 0.0156 5 2.5 0.15 0.4
1.5B 0.40 272.0 0.392 0.014 15.30 0.0110 4 2.0 0.1 0.3
[] . . . 1 : 2 1 : 1
.
8-1-5
()
0.5B() 1.0B() 1.5B() 2.0B() 2.5B() 3.0B()
61(59) 122(118) 183(177) 244(236) 305(295) 366(354)
[] (3%) . KSL 3101 23.011.46.5
6 .
-
9078
8-1-6
( 1,000)
() () ()
300540300540
56
33
[] . . 1015% . 1,000 4 300, 5 400,
6 540.
8-1-7
(1,000)
() 6.5 20.0 1.52.2
[] .
8-2 ()
()
()
()
()
()
()
78.4(74.7) 0.041 20.91 0.045 0.2 0.07
68.5(65.2) 0.042 21.42 0.046 0.2 0.07
52.5(50.0) 0.031 15.81 0.034 0.12 0.04
43.0(41.0) 0.032 16.32 0.035 0.12 0.04
[] (5%) .
-
908
, , .
. 1 : 3 10, 20
.
8-3 (1,000)
1 2 3 4 5
()
0.5 0.6 0.8 1.0 1.2
0.6 0.8 1.0 1.2 1.4
[] 3.6m . . 0.34 .
8-4 ()( 1,000)
1 : 5 1 : 6 1 : 7
413
1.48
1.5
1.8
355
1.52
1.5
1.8
306
1.55
1.5
1.8
[] , , . 5% . 21010060 .
-
9099
9
9-1 ()
()
()
()
()
()
()
210190390190190390150190390100190390
13131313
0.01050.010.0090.006
5.365.104.593.06
0.0120.0110.010.007
0.200.200.170.15
0.100.100.080.07
190190290150190290100190290
171717
0.0120.010.007
6.125.103.57
0.01320.0110.008
0.230.200.17
0.120.100.08
[] .
(4%), . . 4 . ,
5% . 1 : 3, 10 . .
21 19 15 10
()
()
180
150
160
150
120
150
80
150
-
910
9-2 ()
1 2
() () () ()
210190390190190390150190390100190390
0.0310.0270.0190.012
0.0310.0470.0270.0410.0190.0290.0120.018
0.0620.0540.0380.024
0.0620.0930.0540.0810.0380.0570.0240.036
190190290150190290100190290
0.0360.0260.015
0.0360.0540.0260.0390.0150.023
0.0720.0520.030
0.0720.1080.0520.0780.0300.045
[] . . . 1
2 1 1 .
9-3 ()
() () () () ()
0.00092 1.0056 0.00072 0.026 0.012
0.00184 2.0112 0.00144 0.052 0.024
0.00102 1.115 0.0008 0.029 0.013
0.00204 2.230 0.0016 0.058 0.026
[] .
. 210190390 . 1 : 1 10 .
-
9119
9-4 (100)
210190390 190190390 150190390 100190390
3071.350.60.7
2661.150.50.6
2240.950.40.47
1930.760.280.33
[] 10% . , . 5% .
9-5 1.
(100)
() () () () ()50 2.42 0.15 1.6 1.6
[] 400190190(M) 390195190(N) .
2. (100)
() () () ()334 1.22 0.6 0.6
9-6 (1,000)
40
51.7 1.95 1.23 3.65 8.25
[] 5% . 30030060, 40/ .
-
912
9-7 ()
50066080
3.2
3.25
0.125
0.065
KSF3511
( 1
27.5)
[] .
. , . (30) 510% . . .
9-8 (ALC) ()
()
ALCALC
6004007590
600400100
600400125
600300150
600300200
4.5
4.5
4.5
6.0
6.0
4.5
6.0
7.0
9.5
12.0
0.15
0.16
0.17
0.19
0.21
0.14
0.18
0.19
0.19
0.20
[] ALC .
ALC . 3% . .
-
9139
ALC , 23 .
ALC 3.6m .
9-9 (ALC) ()
()
ALC
100
125
150
175
200
1.04
1.04
1.04
1.04
1.04
0.24
0.28
0.32
0.36
0.40