Biện pháp giàn giáo bao che tháp 1, 2 dự án Sunwah Pearl
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BAY WATER
COMPANY., Ltd
SUNWAH PEARL PROJECT
CONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY
METHOD STATEMENT FOR EXTERNAL SCAFFOLDING OF TOWER 1, 2
1, 2
SEP - 2018
OWNER
1.3
1.4
1
1.1 1.2
1.5
1.6
1.7
1.8
1.9 1.10
43400
6200
7000
7000
7000
6200
3950
1050
TY
PE
PE
TY
2@1600
2@1600
2@1600
CLIMB SCAFFOLDING
2@1600
2@1600
2@1600
2@1600
1.A
2@1600
1.B
8900
2@1600
2@1600
8900
2@1600
1
2@1600
2@1600
1000
1.B
2@1600
II
1.A
2@1600
1000
3950
I
1050
2
2@1600
2
2000
21800
2@1600
1.D
8900
2@1600
2@1600
2@1600
2@1600
2@1600
8900
2@1600
2@1600
1.D
2@1600
2000
2@1600
1.C
21800
1.C
TY
P
1000
2@1600
2@1600
2@1600
2@1600
1000
2@1600
2@1600
2@1600
2@1600
CLIMB SCAFFOLDING
2@1600
1.E
1.F
PE
PE
II
TY
I
TY
1.F
I
2@1600
1.E
2@1600
2@1600
E
1050
3950
6200
7000
7000
7000
6200
3950
1050
43400
1.1 1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9 1.10
EXTERNAL SCAFFOLDING LAYOUT PLAN AT LEVEL 46 - TOWER 1
01
OWNER
1
1.1 1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9 1.10
43400
6200
7000
7000
7000
6200
3950
1050
TY
TY
PE
2@1600
2@1600
CLIMB SCAFFOLDING
2@1600
2@1600
2@1600
2@1600
2@1600
1000
2@1600
II
1.A
1.B
8900
2@1600
2@1600
8900
2@1600
2@1600
1
2@1600
1.B
2@1600
PE
1.A
2@1600
1000
3950
I
1050
2
2@1600
2
2000
21800
2@1600
1.D
8900
2@1600
2@1600
2@1600
2@1600
2@1600
8900
2@1600
2@1600
1.D
2@1600
2000
2@1600
1.C
21800
1.C
TY
1000
2@1600
2@1600
2@1600
2@1600
1000
2@1600
2@1600
2@1600
2@1600
CLIMB SCAFFOLDING
2@1600
1.E
1.F
PE
II
TY
PE
I
TY
1.F
I
2@1600
1.E
2@1600
2@1600
PE
1050
3950
6200
7000
7000
7000
6200
3950
1050
43400
1.1 1.2
1.3
1.4
1.5
1.6
1.7
1.8
1.9 1.10
CATCHMENT LAYOUT PLAN AT LEVEL 46 - TOWER 1
02
OWNER
KMFG-1217
H=1700
1
2
3
4
5
6
7
8
9
LEVEL TERRACE
KMFG-1217
H=1700
LEVEL TERRACE
+164.400
KMFG-1217
H=1700
10
11
12
Cable d16/turnbuckle 18
13
KMFG-1217
H=1700
LEVEL 50
LEVEL 50
+160.900
KMFG-1217
H=1700
KMFG-1217
H=1700
LEVEL 49
LEVEL 49
KMFG-1217
H=1700
LEVEL 48
LEVEL 48
KMFG-1217
H=1700
KMFG-1217
H=1700
LEVEL 47
LEVEL 47
KMFG-1217
H=1700
KMFG-1217
H=1700
LEVEL 46
LEVEL 46
TYPICAL ELEVATION (1)
DETAIL A
SECTION 1-1(TOWER 1)
03
OWNER
KMFG-1217
H=1700
1
2
3
4
5
6
7
8
9
LEVEL TERRACE
+164.400
KMFG-1217
H=1700
LEVEL TERRACE
+164.400
KMFG-1217
H=1700
10
11
12
Cable d16/turnbuckle 18
13
KMFG-1217
H=1700
LEVEL 50
LEVEL 50
+160.900
+160.900
KMFG-1217
H=1700
KMFG-1217
H=1700
LEVEL 49
LEVEL 49
KMFG-1217
H=1700
KMFG-1217
H=1700
LEVEL 48
LEVEL 48
KMFG-1217
H=1700
LEVEL 47
LEVEL 47
KMFG-1217
H=1700
KMFG-1217
H=1700
LEVEL 46
LEVEL 46
TYPICAL ELEVATION (1)
DETAIL B
SECTION 2-2(TOWER 1)
04
OWNER
SCAFFOLDING
SAFETY MESH
PLYWOOD
CABLE D16
STEEL I200x100x5.5x8, L=2000
CATCHMENT
A
A
LEVEL 46
DETAIL 1
BEAM 400x530
BOLT M20 - GRADE 6.6
10mm THICK STEEL PLATE
WELDING WITH I STEEL
DETAIL A
22
U JACK
PLYWOOD
2 STEEL BOX 50x100x2mm
WELDING
STEEL I200x100x5.5x8
DETAL 1
SECTION A-A
Hf =6mm
WELDING ROUND THE I BEAM
TYPE I
TYPE II
Hf =6mm
WELDING ROUND THE I BEAM
05
DETAIL OF I AT THE CORNER
OWNER
SCAFFOLDING
SAFETY MESH
PLYWOOD
STEEL I200x100x5.5x8, L=4000
CABLE D16
CATCHMENT
B
LEVEL 46
DETAIL 1
B
DETAIL B
V50X5
Hf= 6mm,
Lf=300mm
GRADE 6.6
CONCRETE SLAB
CONCRETE SLAB
STEEL I200x100x5.5x8
STEEL I200x100x5.5x8
SECTION B-B (OPTION 1)
SECTION B-B (OPTION 2)
U JACK
PLYWOOD
2 STEEL BOX 50x100x2mm
WELDING
STEEL I200x100x5.5x8
DETAL 1
06
OWNER
PE
TY
PE
I
TY
II
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
TY
P
E
II
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
CLIMB SCAFFOLDING
2@1600
1
2@1600
2@1600
2@1600
1
2@1600
2@1600
2@1600
2@1600
CLIMB SCAFFOLDING
2@1600
2@1600
2@1600
TY
PE
II
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
EXTERNAL SCAFFOLDINGLAYOUT PLAN AT LEVEL 41 - TOWER 2
07.
I
OWNER
TY
P
PE
E
TY
II
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
TY
PE
II
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
CLIMB SCAFFOLDING
2@1600
1
2@1600
2@1600
2@1600
1
2@1600
2@1600
2@1600
2@1600
CLIMB SCAFFOLDING
2@1600
2@1600
2@1600
TY
PE
II
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
CATCHMENT LAYOUT PLAN AT LEVEL 41 OF TOWER 2
08
OWNER
KMFG-1217
H=1700
1
2
3
4
5
6
7
8
9
LEVEL TERRACE
KMFG-1217
H=1700
LEVEL TERRACE
+148.150
KMFG-1217
H=1700
10
11
12
Cable d16/turnbuckle 18
13
KMFG-1217
H=1700
LEVEL 45
LEVEL 45
+144.650
KMFG-1217
H=1700
LEVEL 44
KMFG-1217
H=1700
LEVEL 44
KMFG-1217
H=1700
LEVEL 43
LEVEL 43
KMFG-1217
H=1700
KMFG-1217
H=1700
LEVEL 42
LEVEL 42
KMFG-1217
H=1700
KMFG-1217
H=1700
LEVEL 41
LEVEL 41
TYPICAL ELEVATION (3)
DETAIL C
09
SECTION 3-3(TOWER 2)
OWNER
SAFETY MESH
SCAFFOLDING
CATCHMENT
CABLE D16
PLYWOOD
A
STEEL I200x100x5.5x8, L=4000
BEAM 400x530
DETAIL 1
A
BOLT M20 - GRADE 6.6
10mm THICK STEEL PLATE
WELDING WITH I STEEL
DETAIL C
22
U JACK
PLYWOOD
2 STEEL BOX 50x100x2mm
WELDING
STEEL I200x100x5.5x8
DETAL 1
SECTION A-A
Hf =6mm
WELDING ROUND THE I BEAM
TYPE I
TYPE II
Hf =6mm
WELDING ROUND THE I BEAM
10
DETAIL OF I AT THE CORNER
OWNER
KMFG-1217
H=1700
LEVEL 49
4000
WIRE PVC (1 LAYER)
PIPE D48 AND WIRE MESH B40
KMFG-1217
H=1700
Detail 4
LEVEL 48
KMFG-1217
H=1700
2000
LOCK
KMFG-1217
H=1700
Detail 5
LEVEL 47
KMFG-1217
H=1700
KMFG-1217
H=1700
welding by both side
CATCHMENT
LEVEL 46
DETAIL 4
CABLE
HOOK D16
200
50
200
TURNBUCKLE
DETAILS HOOK D16
11
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
OWNER
12
