Biện pháp giàn giáo bao che tầng 13 đến tầng 18 dự án Sunwah Pearl

SUNWAH PEARL PROJECTCONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY METHOD STATEMENT FOR EXTERNAL SCAFFOLDING FROM 13TH TO 18TH FLOOR NOV-2018... welding by both sideCABLE HOO

SUNWAH PEARL PROJECT

CONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY

METHOD STATEMENT FOR EXTERNAL SCAFFOLDING FROM 13TH TO 18TH FLOOR

NOV-2018

EXTERNAL SCAFFOLDING LAYOUT PLAN AT LEVEL 13 - TOWER 1

TYPE II

TYPE I

TYPE II

TYPE I

2@1600 2@1600 2@1600 2@1600 2@1600 2@1600

TYPE I

2@1600

TYPE II

TYPE I

01

2

2

TYPE II

TYPE I

TYPE II

TYPE I

2@1600 2@1600 2@1600 2@1600 2@1600 2@1600

TYPE I

2@1600

TYPE II

TYPE I

CATCHMENT LAYOUT PLAN AT LEVEL 13 - TOWER 1

02

EXTERNAL SCAFFOLDINGLAYOUT PLAN AT LEVEL 13 - TOWER 2

2@1600

TYPE II

2@1600

TYPE II

2@1600

2@1600 2@1600

TYPE II

TYPE I

2@1600 2@1600 2@1600 2@1600

03

CATCHMENT LAYOUT PLAN AT LEVEL 13 - TOWER 2

2@1600

TYPE II

2@1600

TYPE II

2@1600

2@1600 2@1600

TYPE II

TYPE I

2@1600 2@1600 2@1600 2@1600

04

950 6550 4350 8250 8600 6600 4450 1350

82400

82400

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

EXTERNAL SCAFFOLDINGLAYOUT PLAN AT LEVEL 13 - TOWER 3

05

4450 1350 6600 6600 8600 8250 5750 5500

82400

2@1600 2@1600 2@1600

EXTERNAL SCAFFOLDINGLAYOUT PLAN AT LEVEL 13 - TOWER 3

06.

950 6550 4350 8250 8600 6600 4450 1350 6600

82400

82400

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

CATCHMENT LAYOUT PLAN AT LEVEL 13 - TOWER 3

07.

4450 1350 6600 6600 8600 8250 5750 5500

82400

2@1600 2@1600 2@1600

CATCHMENT LAYOUT PLAN AT LEVEL 13 - TOWER 3

08.

1 2 3 4 5 6 8 9 10 11 Cable d16/turnbuckle 18 12

7

SECTION 1-1 DETAIL A

LEVEL 13

LEVEL 15 LEVEL 16 LEVEL 17 LEVEL 18

LEVEL 14

Detail 1 Detail 2

LEVEL 13

LEVEL 14

LEVEL 16

LEVEL 17

LEVEL 18

LEVEL 15

SECTION 1-1

13

09.

SECTION 2-2

LEVEL 13

LEVEL 15 LEVEL 16 LEVEL 17

LEVEL 14

DETAIL B

+160.900

6 8 9 10 11 Cable d16/turnbuckle 18 12

7

13

LEVEL 13

LEVEL 14

LEVEL 16

LEVEL 17

LEVEL 15

SECTION 2-2

Detail 2

Detail 1

10.

DETAIL A

SAFETY MESH

CABLE D16

SCAFFOLDING PLYWOOD (STEEL PLATE)

BOLT M16 - GRADE 6.6 10mm THICK STEEL PLATE WELDING WITH I STEEL

LEVEL 13

BEAM 400x530

A

A

STEEL I150x75x5x7, L=1700 CATCHMENT

STEEL I150x75x5x7

PLATE STEEL 125x200x10

WELDING AROUND I BEAM Hf=6mm

STEEL I150x75x5x7

PLYWOOD (PLATE STEEL)

U JACK

2 STEEL BOX 50x100x2mm

WELDING

U JACK DETAL

11

LEVEL 13

B

DETAIL B

SECTION B-B

GRADE 6.6 V50X5

STEEL I200x100x5.5x8 CONCRETE SLAB STEEL I150x75x5x7

STEEL I150x75x5x7

PLYWOOD (PLATE STEEL)

U JACK

2 STEEL BOX 50x100x2mm

WELDING

U JACK DETAL

12

welding by both side

CABLE HOOK D16

TURNBUCKLE

DETAILS HOOK D16

WIRE PVC (1 LAYER) PIPE D48

4000

AND WIRE MESH B40

DETAIL OF I AT THE CORNER

Hf =6mm WELDING ROUND THE I BEAM

13

14