Biện pháp giàn giáo bao che tầng 7 đến tầng 12 dự án Sunwah Pearl

14 171 0
Biện pháp giàn giáo bao che tầng 7 đến tầng 12 dự án Sunwah Pearl

Đang tải... (xem toàn văn)

Tài liệu hạn chế xem trước, để xem đầy đủ mời bạn chọn Tải xuống

Thông tin tài liệu

BAY WATER COMPANY., Ltd SUNWAH PEARL PROJECT CONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY METHOD STATEMENT FOR EXTERNAL SCAFFOLDING FROM 7TH TO 12TH FLOOR NOV-2018 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 SECTION 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 SECTION SECTION SECTION 2@1600 2@1600 SECTION SECTION 3a 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION 2@1600 2@1600 SECTION 3a 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION 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 SECTION 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 SECTION 3a 2@1600 2@1600 SECTION 3a 2@1600 SECTION SECTION SECTION 2@1600 2@1600 SECTION SECTION 2@1600 2@1600 SECTION SECTION 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 SECTION SECTION 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION 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 SECTION 2@1600 SECTION SECTION 2@1600 SECTION SECTION 2@1600 SECTION SECTION SECTION 2@1600 FFL +24435 SSL +24400 2@1600 SECTION 1@3000 1@3000 2@1600 SECTION 2@1600 SECTION 2@1600 2@1600 2@1600 SECTION SECTION 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION SECTION 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 OWNER SECTION SECTION 2@1600 01 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION 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 SECTION 2@1600 SECTION SECTION SECTION 1@3000 1@3000 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION SECTION SECTION 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 SECTION 2@1600 2@1600 2@1600 SECTION OWNER 02 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 SECTION 2@1600 FFL +24435 SSL +24400 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION 03 SECTION SECTION SECTION SECTION SECTION 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 SECTION SECTION SECTION SECTION SECTION SECTION OWNER OWNER SECTION SECTION 3a SECTION 2@1600 2@1600 2@1600 SECTION 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 SECTION 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION 2@1600 2@1600 2@1600 2@1600 SECTION 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION 3a SECTION 04 OWNER SECTION SECTION 3a SECTION 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION 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 SECTION 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 SECTION 3a 2@1600 SECTION SECTION 05 OWNER LEVEL 13 LEVEL 12 10 11 12 Cable d16/turnbuckle 18 LEVEL 11 Detail LEVEL 10 LEVEL Detail LEVEL LEVEL SECTION 1-1 DETAIL A SECTION 1-1 06 OWNER LEVEL 13 LEVEL 12 10 11 12 Cable d16/turnbuckle 18 LEVEL 11 Detail LEVEL 10 LEVEL Detail LEVEL LEVEL SECTION 2-2 DETAIL B SECTION 2-2 07 OWNER LEVEL 13 LEVEL 12 10 11 12 Cable d16/turnbuckle 18 LEVEL 11 Detail LEVEL 10 LEVEL Detail LEVEL LEVEL SECTION 3-3 DETAIL C SECTION 3-3 08 OWNER LEVEL 13 LEVEL 12 10 11 12 Cable d16/turnbuckle 18 LEVEL 11 Detail LEVEL 10 LEVEL Detail LEVEL LEVEL SECTION 3a-3a DETAIL D SECTION 3a-3a 09 OWNER LEVEL 13 LEVEL 12 10 11 12 Cable d16/turnbuckle 18 LEVEL 11 Detail LEVEL 10 LEVEL Detail LEVEL LEVEL BEAM/ SLAB SECTION 4-4 SECTION 4-4 10 OWNER PLYWOOD (STEEL PLATE) CABLE D16 SAFETY MESH SCAFFOLDING LEVEL STEEL I150x75x5x7, L=1700 A BEAM 500x1000 A BOLT M16 - GRADE 6.6 DETAIL A 10mm THICK STEEL PLATE WELDING WITH I STEEL PLYWOOD (STEEL PLATE) SCAFFOLDING SAFETY MESH CABLE D16 LEVEL STEEL I150x75x5x7, L=2500 A BEAM 1000x1000 A BOLT M16 - GRADE 6.6 DETAIL B 10mm THICK STEEL PLATE WELDING WITH I STEEL 11 OWNER PLYWOOD (STEEL PLATE) SCAFFOLDING SAFETY MESH CABLE D16 STEEL I150x75x5x7, L=1700 I150x75x5x7 LEVEL A BEAM 1000x1000 A BOLT M16 - GRADE 6.6 DETAIL C 10mm THICK STEEL PLATE WELDING WITH I STEEL PLYWOOD (STEEL PLATE) SCAFFOLDING CABLE D16 LEVEL SAFETY MESH BEAM 500x1000 STEEL I150x75x5x7, L=1700 BOLT M16 - GRADE 6.6 DETAIL D 10mm THICK STEEL PLATE WELDING WITH I STEEL 12 OWNER welding by both side STEEL I150x75x5x7 WELDING AROUND I BEAM Hf=6mm PLATE STEEL 125x200x10 U JACK PLYWOOD (PLATE STEEL) STEEL BOX 50x100x2mm WELDING STEEL I150x75x5x7 CABLE U JACK DETAL HOOK D16 TURNBUCKLE 200 50 200 DETAILS HOOK D16 Hf =6mm WELDING ROUND THE I BEAM 13 DETAIL OF I AT THE CORNER ... STEEL I150x75x5x7, L= 170 0 BOLT M16 - GRADE 6.6 DETAIL D 10mm THICK STEEL PLATE WELDING WITH I STEEL 12 OWNER welding by both side STEEL I150x75x5x7 WELDING AROUND I BEAM Hf=6mm PLATE STEEL 125 x200x10... I150x75x5x7, L= 170 0 A BEAM 500x1000 A BOLT M16 - GRADE 6.6 DETAIL A 10mm THICK STEEL PLATE WELDING WITH I STEEL PLYWOOD (STEEL PLATE) SCAFFOLDING SAFETY MESH CABLE D16 LEVEL STEEL I150x75x5x7,... I STEEL 11 OWNER PLYWOOD (STEEL PLATE) SCAFFOLDING SAFETY MESH CABLE D16 STEEL I150x75x5x7, L= 170 0 I150x75x5x7 LEVEL A BEAM 1000x1000 A BOLT M16 - GRADE 6.6 DETAIL C 10mm THICK STEEL PLATE WELDING

Ngày đăng: 08/04/2020, 09:26

Từ khóa liên quan

Tài liệu cùng người dùng

  • Đang cập nhật ...

Tài liệu liên quan