해체시 문제점
2006-03-31
박준철 wrote:대우 2005-560
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해체시 데이터 입니다(12/28)
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PROJECT 시공Type-C-re
SOIL 1 매립층
1.1 1.8 0.9 0.0 30 1920
2 충적층(SM)
8.3 1.8 0.9 0.0 33 2400
3 충적층(GM)
11.4 1.9 1.0 0.0 35 3280
4 풍화토
13.4 2.0 1.1 1.5 33 4090
5 풍화암
14.6 2.1 1.2 3.0 33 8600
6 연암
20.0 2.3 1.4 5.0 35 28800
VWALL 1 13.9 0.019100 0.000226 21000000 1.0 1.0 1.0
2 15.1 0.009218 0.000108 21000000 1.6 0.725 0.25 ;H-250x250x9x14
STRUT 1 0.0 0.01348 4.2 2.0 0.0
2 1.8 0.01348 4.2 2.0 0.0
3 5.5 0.01348 4.2 2.0 0.0
4 7.5 0.01348 4.2 2.0 0.0
5 10.0 0.01348 4.2 2.0 0.0
SLAB 1 10.86 0.74 10.0 0
2 4.60 0.60 10.0 0
WALL 1 10.31 10.86 0.6 0
2 7.31 10.31 0.6 0
3 4.60 7.31 0.6 0
DIVISION 0.2
STEP 1 excavation to 0.5
rankine 1.0 0.0 0.0
iteration 10 0.1
gwl 1.4
surcharge 1.3
excavation 0.5
STEP 2 strut 1 & exca 2.3
const strut 1
exca 2.3
STEP 3 strut 2 & exca 6.0
const strut 2
exca 6.0
STEP 4 strut 3 & exca 8.0
const strut 3
exca 8.0
STEP 5 strut 4 & exca 10.5
const strut 4
exca 10.5
STEP 6 strut 5 & exca 11.6
const strut 5
exca 11.6
ground settlement
insertion check
STEP 7 CONST SLAB 1, WALL 0 & REMOVE STRUT 5
CONST SLAB 1
REMOVE STRUT 5
STEP 8 CONST SLAB -, WALL 2 & REMOVE STRUT -
CONST WALL 1
STEP 9 CONST SLAB 2, WALL 3 & REMOVE STRUT 3
CONST WALL 2
REMOVE STRUT 3
STEP 10 CONST SLAB 2, WALL 3 & REMOVE STRUT 3
CONST WALL 3
CONST SLAB 2
REMOVE STRUT 4
end
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설치시 데이터 12/28
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PROJECT 시공Type-C
SOIL 1 매립층
1.1 1.8 0.9 0.0 30 1920
2 충적층(SM)
8.3 1.8 0.9 0.0 33 2400
3 충적층(GM)
11.4 1.9 1.0 0.0 35 3280
4 풍화토
13.4 2.0 1.1 1.5 33 4090
5 풍화암
14.6 2.1 1.2 3.0 33 8600
6 연암
20.0 2.3 1.4 5.0 35 28800
VWALL 1 13.9 0.019100 0.000226 21000000 1.0 1.0 1.0
2 15.2 0.009218 0.000108 21000000 1.6 0.725 0.25 ;H-250x250x9x14
STRUT 1 0.0 0.01348 4.2 2.0 0.0
2 1.8 0.01348 4.2 2.0 0.0
3 5.5 0.01348 4.2 2.0 0.0
4 7.5 0.01348 4.2 2.0 0.0
5 10.0 0.01348 4.2 2.0 0.0
DIVISION 0.2
STEP 1 excavation to 0.5
rankine 1.0 0.0 0.0
iteration 10 0.1
gwl 1.4
surcharge 1.3
excavation 0.5
STEP 2 strut 1 & exca 2.3
const strut 1
exca 2.3
STEP 3 strut 2 & exca 6.0
const strut 2
exca 6.0
STEP 4 strut 3 & exca 8.00
const strut 3
exca 8.0
STEP 5 strut 4 & exca 10.5
const strut 4
exca 10.5
STEP 6 strut 5 & exca 11.6
const strut 5
exca 11.6
ground settlement
insertion check
STEP 7 Peck check
Peck 0.65 0.0 0.0
end
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12/27
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PROJECT 시공type-C1-re (해체시)
SOIL 1 void
0.1 1.8 0.9 0.0 30 1920
2 매립층
1.5 1.8 0.9 0.0 30 1920
3 충적층(SM)
8.6 1.8 0.9 0.0 33 2400
4 충적층(GM)
11.7 1.9 1.0 0.0 35 3280
5 풍화토
13.2 2.0 1.1 1.5 33 4090
6 풍화암
14.1 2.1 1.2 3.0 33 8600
7 연암
20.0 2.3 1.4 5.0 35 28800
VWALL 1 13.7 0.019100 0.000226 21000000 1.0 1.0 1.0
2 15.5 0.009218 0.000108 21000000 1.6 0.725 0.25 ;H-250x250x9x14
STRUT 1 0.0 0.01348 4.2 2.0 0.0
2 1.8 0.01348 4.2 2.0 0.0
3 4.5 0.01348 4.2 2.0 0.0
4 7.4 0.01348 4.2 2.0 0.0
5 10.1 0.01348 4.2 2.0 0.0
SLAB 1 11.26 0.74 10.0 0
2 5.00 0.60 10.0 0
WALL 1 10.71 11.26 0.6 0
2 7.71 10.71 0.6 0
3 5.0 7.71 0.6 0
DIVISION 0.1
STEP 1 VOID 0.10M
VOID 1
STEP 2 excavation to 0.5
rankine 1.0 0.0 0.0
iteration 10 0.1
gwl 1.9 1.9 1.0
surcharge 1.3
excavation 0.5
STEP 3 strut 1 & exca 2.3
const strut 1
exca 2.3
STEP 4 strut 2 & exca 5.0
const strut 2
exca 5.0
STEP 5 strut 3 & exca 7.9
const strut 3
exca 7.9
STEP 6 strut 4 & exca 10.6
const strut 4
exca 10.6
STEP 7 strut 5 & exca 12.0
const strut 5
exca 12.0
ground settlement
insertion check
STEP 8 CONST SLAB 1, WALL 1 & REMOVE STRUT5
CONST SLAB 1
CONST WALL 1
REMOVE STRUT 5
STEP 9 CONST SLAB -, WALL 2 & REMOVE STRUT4
CONST WALL 2
REMOVE STRUT 4
STEP 10 CONST SLAB 2, WALL 3 & REMOVE STRUT-
CONST WALL 3
CONST SLAB 2
end
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설치시 12/27
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PROJECT 시공Type-C1 (설치시)
SOIL 1 매립층
0.1 1.8 0.9 0.0 30 1920
2 매립층
1.5 1.8 0.9 0.0 30 1920
3 충적층(SM)
8.6 1.8 0.9 0.0 33 2400
4 충적층(GM)
11.7 1.9 1.0 0.0 35 3280
5 풍화토
13.2 2.0 1.1 1.5 33 4090
6 풍화암
14.1 2.1 1.2 3.0 33 8600
7 연암
20.0 2.3 1.4 5.0 35 28800
VWALL 1 13.7 0.019100 0.000226 21000000 1.0 1.0 1.0
2 15.5 0.009218 0.000108 21000000 1.6 0.725 0.25 ;H-250x250x9x14
STRUT 1 0.0 0.01348 4.2 2.0 0.0
2 1.8 0.01348 4.2 2.0 0.0
3 4.5 0.01348 4.2 2.0 0.0
4 7.4 0.01348 4.2 2.0 0.0
5 10.1 0.01348 4.2 2.0 0.0
DIVISION 0.2
STEP 1 VOID 0.10m
VOID 1
STEP 2 excavation to 0.5
rankine 1.0 0.0 0.0
iteration 10 0.1
gwl 1.9 1.9 1.0
surcharge 1.3
excavation 0.5
STEP 3 strut 1 & exca 2.3
const strut 1
exca 2.3
STEP 4 strut 2 & exca 5.0
const strut 2
exca 5.0
STEP 5 strut 3 & exca 7.9
const strut 3
exca 7.9
STEP 6 strut 4 & exca 10.6
const strut 4
exca 10.6
STEP 7 strut 5 & exca 12.00
const strut 5
exca 12.0
ground settlement
insertion check
STEP 8 Peck check
Peck 0.65 0.0 0.0
end