Biện pháp giàn giáo bao che tầng 13 đến tầng 18 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 FROM 13TH TO 18TH FLOOR
NOV-2018
TY
II
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
TY
PE
II
2@1600
PE
2@1600
I
TY
2
2@1600
1
PE
PE
1
I
TY
OWNER
2
TY
PE
PE
I
TY
I
EXTERNAL SCAFFOLDING LAYOUT PLAN AT LEVEL 13 - TOWER 1
01
PE
TY
II
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
TY
PE
II
2@1600
E
2@1600
I
TY
P
2
2@1600
1
PE
1
I
TY
OWNER
2
TY
P
E
TY
PE
I
I
CATCHMENT LAYOUT PLAN AT LEVEL 13 - TOWER 1
02
OWNER
PE
TY
PE
I
TY
II
2@1600
2@1600
2@1600
2@1600
TY
PE
2@1600
2@1600
II
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
1
1
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
TY
2@1600
PE
II
2@1600
2@1600
EXTERNAL SCAFFOLDINGLAYOUT PLAN AT LEVEL 13 - TOWER 2
03
PE
TY
PE
TY
I
OWNER
II
2@1600
2@1600
2@1600
2@1600
TY
P
2@1600
2@1600
E
II
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
1
1
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
TY
PE
II
2@1600
2@1600
2@1600
CATCHMENT LAYOUT PLAN AT LEVEL 13 - TOWER 2
04
OWNER
82400
6550
8600
6600
4450
1350
6600
4450
1350
2@1600
2@1600
2@1600
2@1600
2@1600
1500
2@1600
2@1600
2@1600
2@1600
2@1600
8250
2@1600
2@1600
4350
2@1600
950
2@1600
2000
2@1600
2@1600
2350
2@1600
2@1600
6550
1
2@1600
1
2@1600
2000
2@1600
2@1600
2@1600
7200
2@1600
2@1600
1700
2@1600
2000
2@1600
2@1600
2@1600
1500
26800
2@1600
2@1600
950
2@1600
2@1600
6550
2@1600
2@1600
2@1600
4350
2@1600
8250
8600
82400
EXTERNAL SCAFFOLDINGLAYOUT PLAN AT LEVEL 13 - TOWER 3
05
OWNER
82400
6600
8600
8250
5750
2@1600
2@1600
5500
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
1500
6600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2000
26800
1
4450
1350
6600
6600
8600
8250
5750
1700
2000
1500
2@1600
2@1600
2@1600
2@1600
2@1600
1
7200
2@1600
2@1600
2@1600
2@1600
6550
2@1600
2000
1350
2350
4450
5500
82400
EXTERNAL SCAFFOLDINGLAYOUT PLAN AT LEVEL 13 - TOWER 3
06.
OWNER
82400
6550
8600
6600
4450
1350
6600
6600
4450
1350
6600
2@1600
2@1600
2@1600
2@1600
2@1600
1500
2@1600
2@1600
2@1600
2@1600
2@1600
8250
2@1600
2@1600
4350
2@1600
950
2@1600
2000
2@1600
2@1600
2350
2@1600
2@1600
6550
1
2@1600
1
2@1600
2000
2@1600
2@1600
2@1600
7200
2@1600
2@1600
1700
2@1600
2000
2@1600
2@1600
2@1600
1500
26800
2@1600
2@1600
950
2@1600
2@1600
6550
2@1600
2@1600
2@1600
4350
2@1600
8250
8600
82400
CATCHMENT LAYOUT PLAN AT LEVEL 13 - TOWER 3
07.
OWNER
82400
6600
8600
8250
5750
2@1600
2@1600
5500
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
1500
6600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2@1600
2000
26800
1
4450
1350
6600
6600
8600
8250
5750
1700
2000
1500
2@1600
2@1600
2@1600
2@1600
2@1600
1
7200
2@1600
2@1600
2@1600
2@1600
6550
2@1600
2000
1350
2350
4450
5500
82400
CATCHMENT LAYOUT PLAN AT LEVEL 13 - TOWER 3
08.
OWNER
LEVEL 19
1
2
3
4
5
6
7
8
9
LEVEL 18
LEVEL 18
10
11
12
Cable d16/turnbuckle 18
13
LEVEL 17
LEVEL 17
Detail 2
LEVEL 16
LEVEL 16
LEVEL 15
LEVEL 15
Detail 1
LEVEL 14
LEVEL 14
LEVEL 13
LEVEL 13
SECTION 1-1
DETAIL A
SECTION 1-1
09.
OWNER
LEVEL 19
1
2
3
4
5
6
7
8
9
LEVEL 18
LEVEL 18
10
11
12
Cable d16/turnbuckle 18
13
LEVEL 17
LEVEL 17
+160.900
Detail 2
LEVEL 16
LEVEL 16
LEVEL 15
LEVEL 15
Detail 1
LEVEL 14
LEVEL 14
LEVEL 13
LEVEL 13
SECTION 2-2
DETAIL B
SECTION 2-2
10.
OWNER
PLYWOOD (STEEL PLATE)
CATCHMENT
CABLE D16
SCAFFOLDING
SAFETY MESH
A
LEVEL 13
STEEL I150x75x5x7, L=1700
BEAM 400x530
A
BOLT M16 - GRADE 6.6
DETAIL A
10mm THICK STEEL PLATE
WELDING WITH I STEEL
U JACK
PLYWOOD (PLATE STEEL)
STEEL I150x75x5x7
WELDING AROUND I BEAM
Hf=6mm
PLATE STEEL 125x200x10
2 STEEL BOX 50x100x2mm
WELDING
STEEL I150x75x5x7
U JACK DETAL
11
OWNER
SCAFFOLDING
PLYWOOD (STEEL PLATE)
CATCHMENT
SAFETY MESH
CABLE D16
STEEL I150x75x5x7, L=3700
B
LEVEL 13
B
DETAIL B
U JACK
V50X5
PLYWOOD (PLATE STEEL)
STEEL I150x75x5x7
GRADE 6.6
2 STEEL BOX 50x100x2mm
CONCRETE SLAB
WELDING
STEEL I200x100x5.5x8
STEEL I150x75x5x7
SECTION B-B
U JACK DETAL
12
OWNER
CABLE
HOOK D16
TURNBUCKLE
welding by both side
200
50
200
DETAILS HOOK D16
4000
WIRE PVC (1 LAYER)
PIPE D48 AND WIRE MESH B40
2000
LOCK
Hf =6mm
WELDING ROUND THE I BEAM
13
DETAIL OF I AT THE CORNER
2@1600
2@1600
2@1600
OWNER
2@1600
14
