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

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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@1600 PE PE I TY OWNER TY PE PE I TY I EXTERNAL SCAFFOLDING LAYOUT PLAN AT LEVEL 13 - TOWER 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@1600 PE I TY OWNER TY P E TY PE I I CATCHMENT LAYOUT PLAN AT LEVEL 13 - TOWER 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 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 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 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 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 2@1600 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 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 4450 1350 6600 6600 8600 8250 5750 1700 2000 1500 2@1600 2@1600 2@1600 2@1600 2@1600 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 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 2@1600 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 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 4450 1350 6600 6600 8600 8250 5750 1700 2000 1500 2@1600 2@1600 2@1600 2@1600 2@1600 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 08 OWNER LEVEL 19 LEVEL 18 LEVEL 18 10 11 12 Cable d16/turnbuckle 18 13 LEVEL 17 LEVEL 17 Detail LEVEL 16 LEVEL 16 LEVEL 15 LEVEL 15 Detail LEVEL 14 LEVEL 14 LEVEL 13 LEVEL 13 SECTION 1-1 DETAIL A SECTION 1-1 09 OWNER LEVEL 19 LEVEL 18 LEVEL 18 10 11 12 Cable d16/turnbuckle 18 13 LEVEL 17 LEVEL 17 +160.900 Detail LEVEL 16 LEVEL 16 LEVEL 15 LEVEL 15 Detail 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 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 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 ... OWNER LEVEL 19 LEVEL 18 LEVEL 18 10 11 12 Cable d16/turnbuckle 18 13 LEVEL 17 LEVEL 17 Detail LEVEL 16 LEVEL 16 LEVEL 15 LEVEL 15 Detail LEVEL 14 LEVEL 14 LEVEL 13 LEVEL 13 SECTION 1-1 DETAIL... OWNER LEVEL 19 LEVEL 18 LEVEL 18 10 11 12 Cable d16/turnbuckle 18 13 LEVEL 17 LEVEL 17 +160.900 Detail LEVEL 16 LEVEL 16 LEVEL 15 LEVEL 15 Detail LEVEL 14 LEVEL 14 LEVEL 13 LEVEL 13 SECTION 2-2 DETAIL... 4450 135 0 6600 6600 8600 8250 5750 1700 2000 1500 2@1600 2@1600 2@1600 2@1600 2@1600 7200 2@1600 2@1600 2@1600 2@1600 6550 2@1600 2000 135 0 2350 4450 5500 82400 CATCHMENT LAYOUT PLAN AT LEVEL 13

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