Bản vẽ shop drawing thép tường vây

Bản vẽ shop drawing thép tường vây tầng hầm dự án Sunwah Pearl 52 tầng

CHINA CONSTRUCTION (S.E.A) CORPORATION., Ltd BAY WATER COMPANY., Ltd SUNWAH PEARL PROJECT CONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY SHOP DRAWING FOR BEAM REBAR OF RETAINING WALL AT BASEMENT Aug-2017 1.3 1.4 1.5 OWNER P.F 1.6 1.7 P.G P.H 1.8 1.9 1.10 P.I Wh (300) h (3 0) Wh (3 W CP-1 P.2 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 P.K P.L P.M TABLE OF COVER c (mm) P.N CONDITION TYPE 00) COL / WALL 1.A BEAM SLAB 50 50 50 35 45 25 25 35 25 CP-1 D - CONTACTED TO SOIL / WATER CP-1 - NOT COVERED WITH FINISH LAYERS 1.B Wh (300) D 10 P.1 P.E D 135 D 90 TORSION LINK - COVERED WITH FINISH LAYERS CP-1 180 8D FOR EARTH-QUAKE 0) D (3 ) W h 4D: FOR LINKS, STIRRUPS, HOOPS 4D 3.A 1.C 1.D CP-1 CP-1 3.F CP-1 - FOR ROD BARS (AI, CI): 3.D 3.C 3.B 3.E 6D: FOR THE OTHERS P.O - FOR DEFORMED BARS (AII, CII ): CP-1 CP-W3 Wh CP-1 (30 0) CP-W2 1.E Wh (30 0) 1.F CP-1 CP-1 CP-1 CP-1 CP-1 Wh (300) CP-W2 CP-W5 3.1 h W CP-2 CP-4 CP-2 CP-2 CP-2 CP-2 CP-2 CP-2 CP-1 CP-3 CP-3 CP-3 CP-3 CP-2 CP-2 CP-2 CP-2 CP-2 CP-2 CP-2 CP-1 3.3 CP-3 CP-2 Wh (300) P.4 CP-1 CP-2 3.2 CP-4 ) 00 (3 P.3 CP-1 CP-1 3.4 CP-1 P.5 CP-1 CP-4 CP-2 CP-W4 CP-2 CP-2 CP-4 CP-2 CP-2 CP-2 CP-2 CP-2 CP-2 3.5 2.1 CP-1 B2-C1 CP-2 CP-2 CP-2 CP-2 CP-2 CP-1 CP-2 CP-2 CP-2 CP-2 CP-2 CP-2 CP-2 Wh (300) CP-1 2.2 P.6 3.6 CP-1 CP-2 CP-W6a 2.3 3.7 Wh (300) CP-1 3.8 3.9 CP-1 CP-5 2.4 P.7 X(m) Y(m) A B C D E E1 E2 191.784 173.463 177.863 273.846 278.809 280.513 282.078 89.300 208.285 212.927 203.575 199.178 191.589 184.660 E3 E4 E5 E6 284.159 287.086 289.890 249.977 177.911 171.426 166.678 160.068 E7 E8 E9 300.375 304.807 307.181 154.557 148.987 143.684 E10 E11 F 309.854 311.415 311.975 138.614 132.315 127.283 G 311.975 94.330 H 306.855 89.300 B2-C1 CP-W6 CP-5 CP-5 CP-1 CP-5 CP-2 CP-2 CP-W9 CP-1 CP-1 CP-1 CP-1 CP-1 CP-2 CP-2 CP-2 CP-6 CP-6 CP-6 CP-1 CP-6 CP-2 CP-2 CP-2 CP-1 CP-1 CP-1 CP-1 CP-1 3.10 P.8 CP-1 CP-1 2.5 CP-1 CP-W7 CP-W8 CP-W7 CP-W8 CP-W8 CP-1 CP-W8 CP-W8 CP-W7 3.11 2.6 P.10 CP-W7 CP-W7 Wh (300) P.9 CP-W7 CP-1 CP-W8 D10@1000x1000 CP-5 CP-5 CP-5 CP-1 CP-5 CP-2 2.7 P.11 CP-1 CP-W7 CP-8 CP-8 CP-7 CP-7 CP-1 CP-W7 P.12 CP-7 CP-7 CP-7 CP-1 CP-7 CP-7 D12@200 3.13 CP-1 2.8 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 3.14 2.9 P.13 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 water-stop CP-W10 CP-1 Wh (300) D16@150 D12@150 CP-1 3.12 CP-W7 CP-1 3.15 CP-1 CP-1 Wh (300) CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 CP-1 Wh (300) P.14 CP-1 CP-1 CP-1 CP-1 CP-1 Wh (300) 2.H 2.G 2.F 2.E 2.C 2.B 8D25 CP-1 CP-1 2.A CP-1 CP-1 Wh (300) CP-1 Lean concrete P.N P.F P.G P.H P.I P.K P.L P.M Wh (300) SECTION 1-1 ) P.E 00 P.D (3 P.C h P.B W P.A 7.5D 1.2 P.D 30D 1.1 P.C 10D P.B (6 D P.A P.P 3.F 3.K 3.I 3.H 3.G 3.E 3.D 3.C 3.B 3.A P.O ) Wh (300 OWNER Wh (300) P.14 2.E P.D 2.G 2.F P.C 2.H P.B P.A 1.1 2D25 1.1 2D25 Stars rebar 1.2 2D25 1.2 2D25 1.2 2D25 Stars rebar basement B2 -5.350 2D25 2D25 1.1 2D25 Rebar stars of retaining wall 1.4 2D25 1.2 3 Rebar stars of retaining wall 2D25 basement B2 -5.350 2D25 1.3 PB PA 2D25 1.1 1.4 2D25 Rebar stars of retaining wall 2D25 1.2 2D25 1.3 2D25 1.4 PC 1.3 2D25 1.3 2D25 Stars rebar 1.4 2D25 1.4 2D25 1.4 2D25 1.2 1.3 PD 1.3 2D25 Stars rebar 2D25 1.1 OWNER Wh (300) 2.A 2.C 2.B P.F P.E P.D P.I P.H P.G 1.1 2D25 1.1 2D25 1.1 2D25 1.2 2D25 1.2 2D25 1.2 2D25 Rebar stars of retaining wall 2D25 basement B2 -5.350 2D25 PE 2D25 1.1 1.4 2D25 1.3 1.2 2D25 2D25 1.1 2D25 Rebar stars of retaining wall 1.4 2D25 2D25 basement B2 -5.350 1.2 PG 2D25 1.1 2D25 1.3 PF Rebar stars of retaining wall 1.4 2D25 1.2 1.3 PI PH 1.3 2D25 1.3 2D25 1.3 2D25 1.4 2D25 1.4 2D25 1.4 2D25 Rebar stars of retaining wall OWNER Wh (300) P.N P.M P.L P.K (6 D ) 3.G 4D: FOR LINKS, STIRRUPS, HOOPS 4D D D 7.5D D 30D 10D D 10 D 8D 180 135 90 3.H 6D: FOR THE OTHERS 3.I TORSION LINK 3.K FOR EARTH-QUAKE 1.1 2D25 1.1 2D25 1.1 2D25 1.2 2D25 1.2 2D25 1.2 2D25 Rebar stars of retaining wall 2D25 basement B2 -5.350 PL 2D25 1.1 2D25 PK Rebar stars of retaining wall 1.4 2D25 Rebar stars of retaining wall 2D25 basement B2 -5.350 1.2 PM 2D25 1.1 2D25 1.3 Rebar stars of retaining wall 1.4 2D25 1.2 2D25 2D25 1.1 2D25 1.3 Rebar stars of retaining wall 1.4 PN 1.3 2D25 1.3 2D25 1.3 2D25 1.4 2D25 1.4 2D25 1.4 2D25 2D25 1.3 1.2 basement B2 -5.350 W h( 30 0) OWNER Wh (300) P.O P O 3.A 3.B Wh (300) 3.C 3.E 3.D 3.F P P 1.1 2D25 1.1 2D25 1.1 2D25 8D25 1.2 2D25 1.2 2D25 1.2 2D25 8D25 3 Rebar stars of retaining wall 2D25 2D25 1.1 2D25 1.4 2D25 1.2 2D25 Rebar stars of retaining wall Rebar stars of retaining wall 2D25 1.1 2D25 1.3 1.4 2D25 1.2 basement B2 -5.350 1.3 PO 180 1.4 2D25 D 135 D 90 TORSION LINK (6 D ) FOR EARTH-QUAKE 4D 1.4 2D25 D 1.4 2D25 10D D 8D 7.5D D 10 1.3 2D25 30D 1.3 2D25 1.3 2D25 4D: FOR LINKS, STIRRUPS, HOOPS 6D: FOR THE OTHERS OWNER 10 ) D 4D: FOR LINKS, STIRRUPS, HOOPS (6 D 4D D D D 7.5D 10D D 30D 8D 180 135 90 6D: FOR THE OTHERS TORSION LINK FOR EARTH-QUAKE 3.1 3.2 3.3 3.4 3.5 3.6 Wh (300) Wh (300) h W ) 00 (3 1.1 2D25 1.1 2D25 1.1 2D25 1.2 2D25 1.2 2D25 1.2 2D25 Rebar stars of retaining wall Rebar stars of retaining wall basement B2 -5.350 2D25 1.1 2D25 2D25 1.4 2D25 2D25 1.2 1.1 2D25 1.3 3.2 3.3 Rebar stars of retaining wall 2D25 1.4 2D25 basement B2 -5.350 1.2 1.3 3.4 3.5 3.6 1.3 2D25 1.3 2D25 1.3 2D25 1.4 2D25 1.4 2D25 Rebar stars of retaining wall 1.4 2D25 OWNER 3.7 3.8 3.10 3.9 3.11 3.12 Wh (300) 1.1 2D25 1.1 2D25 1.1 2D25 1.2 2D25 1.2 2D25 1.2 2D25 Rebar stars of retaining wall 2D25 1.1 2D25 Rebar stars of retaining wall Rebar stars of retaining wall 2D25 1.4 1.2 2D25 2D25 1.2 1.1 2D25 1.3 3.8 3.7 3.9 2D25 1.4 2D25 Rebar stars of retaining wall 2D25 1.2 basement B2 -5.350 1.1 2D25 1.3 3.10 1.3 2D25 Rebar stars of retaining wall 3.11 2D25 1.4 2D25 1.2 1.3 3.12 1.3 2D25 1.3 2D25 1.4 2D25 1.4 2D25 1.4 2D25 1.4 OWNER 3.13 3.14 3.15 h W (3 00 ) Wh (300) 1.1 2D25 1.1 2D25 1.1 2D25 1.2 2D25 1.2 2D25 1.2 2D25 1.2 2D25 Rebar stars of retaining wall Rebar stars of retaining wall 2D25 basement B2 -5.350 1.1 2D25 3.13 2D25 1.4 2D25 Rebar stars of retaining wall 2D25 1.2 1.1 2D25 1.3 3.14 Rebar stars of retaining wall 2D25 1.4 2D25 2D25 1.2 1.1 2D25 1.3 2D25 1.4 2D25 1.2 basement B2 -5.350 1.3 3.15 1.3 2D25 1.3 2D25 1.3 2D25 1.4 2D25 1.4 2D25 1.4 2D25 1.4 2D25 OWNER P A P P Wh (300) W h( 30 0) Wh (300) 8D25 Rebar stars of retaining wall basement B2 -5.350 8D25 3.1 3.2 8D25 Rebar stars of retaining wall Rebar stars of retaining wall 8D25 D10@1000x1000 D12@200 P2 P1 D16@150 D12@150 water-stop 8D25 180 135 30D D 90 7.5D D TORSION LINK FOR EARTH-QUAKE 4D (6 D ) Lean concrete D 10D D 10 D 8D 4D: FOR LINKS, STIRRUPS, HOOPS SECTION 1-1 6D: FOR THE OTHERS OWNER P.B 1.1 P.C 1.2 1.3 P.D 1.4 P.E 1.5 1.6 Wh (300) 1.1 2D25 1.1 2D25 1.1 2D25 1.1 2D25 1.2 2D25 1.2 2D25 1.2 2D25 1.2 2D25 3 Rebar stars of retaining wall 2D25 2D25 1.1 1.4 2D25 2D25 Rebar stars of retaining wall Rebar stars of retaining wall 2D25 1.2 2D25 1.3 1.1 1.4 2D25 2D25 PD 1.3 2D25 1.3 2D25 PE 1.3 2D25 1.3 2D25 1.4 2D25 1.4 2D25 2D25 1.3 PC PB 2D25 1.2 1.4 2D25 1.4 2D25 1.1 1.4 2D25 2D25 OWNER P.H P.G 1.10 1.9 1.8 P.F P.E 1.7 1.6 P.I Wh (300) P.L P.K 1.1 2D25 1.1 2D25 1.1 D25 1.2 2D25 1.2 2D25 star Rebar ining s of reta 2D25 1.1 wall 2D25 1.2 1.2 D25 2D25 1.1 2D25 1.2 2D25 1.1 2D25 2D25 2D25 1.3 1.4 1.4 2D25 1.3 1.2 Rebar re stars of taining 1.1 wall 2D 25 2D25 1.4 2D25 1.3 2D25 PF Rebar PE stars of PG 1.3 2D25 g wall retainin 2D25 PH 2D25 1.3 2D25 1.3 D25 1.4 2D 25 1.2 2D25 1.3 1.4 2D25 1.2 1.1 2D25 PI 1.4 2D25 2D25 1.1 1.4 D25 2D25 1.4 PK 2D25 1.3 1.3 2D 25 2D25 1.2 F L P 10 P I P M P K 300) Wh ( Wh (300) -1 CP 1.1 25 1.1 2D 1.1 2D25 25 1.2 2D 1 25 2D 25 2D 1 2D 2 25 2D 1 2D a et fr 2D o 2D 25 st Re D2 1 PN 25 25 1.3 2D PM PK PL 2D 25 2D 2D wa 25 2D 25 25 2D 25 1 2D 25 2D 1 2D 25 2D 25 r ba of s ar rs ta ll wa rs 2D R s ar eb g in in ta re ta rs ba Re ng ni g in in 2D2 1.2 t re of 25 2D ll 1.2 2D25 1.2 2D25 ll wa 2D 25 1.1 2D2 1 1.1 2D25 25 1.4 2D 1.3 2D25 1.3 2D25 25 PI 1.4 2D25 1.4 2D25 1.3 2D2 PH 1.4 2D2 PG 1.4 25 2D 180 135 30D D 90 4D (6 4D: FOR LINKS, STIRRUPS, HOOPS 6D: FOR THE OTHERS TORSION LINK FOR EARTH-QUAKE ) D D D 8D D 7.5D D 10D 10 OWNER OWNER P.O P.N 3.A 3.B P.M 3.C 3.D 3.E 3.F Wh 0) Wh (30 Wh (300) 25 1.1 2D 25 1.1 2D 1.1 2D 25 2D2 25 1.2 2D 1.1 2D25 25 1.2 2D 2D2 1.1 2D2 1.2 f rs o gw inin reta 1.2 2D 25 all s of 1.2 2D25 Reb tar ar s reta all gw inin ta ar s Reb 2D2 ar Reb 1.3 2D2 1.3 2D2 1.1 2D2 ing tain f re so star wall 2D2 1.2 1.1 2D2 2D2 1.1 2D25 1.2 2D2 2D2 1.2 5 1.3 1.4 2D2 5 2D2 2D2 1.4 PM 2D2 1.4 25 1.3 2D 1.3 PN 1.4 2D2 1.3 25 1.3 2D 25 1.4 2D 1.3 2D 25 1.3 2D25 1.4 2D 25 25 1.4 2D 1.4 2D25 (30 ) OWNER W h Wh (300) Wh (300) 1.A 1.C 1.B 1.E 1.D 1.F P.2 1.1 2D25 1.1 2D25 1.1 2D25 1.1 2D25 1.2 2D25 1.2 2D25 1.2 2D25 1.2 2D25 Rebar stars of retaining wall 1A 1B Rebar stars of retaining wall 1C 1D Rebar stars of retaining wall 1E 1F P2 1.3 2D25 1.3 2D25 1.3 2D25 1.4 2D25 1.3 2D25 1.4 2D25 1.4 2D25 1.4 2D25 (3 00 ) OWNER Wh (300) 1.E 2.2 2.1 1.F P.4 P.3 P.5 P.6 1.1 2D25 1.1 2D25 1.1 2D25 1.2 2D25 1.2 2D25 1.2 2D25 Rebar stars of retaining wall 1E Rebar stars of retaining wall Rebar stars of retaining wall 1F P3 P5 P4 P6 1.3 2D25 1.3 2D25 1.4 2D25 1.3 2D25 1.4 2D25 1.4 2D25 CP-1 OWNER Wh (300) 2.2 2.3 2.5 2.4 P.7 P.6 2.6 P.8 P.10 P.9 1.1 2D25 1.1 2D25 1.1 2D25 1.2 2D25 1.2 2D25 1.2 2D25 Rebar stars of retaining wall Rebar stars of retaining wall Rebar stars of retaining wall 3 P6 P8 P9 P10 P7 1.3 2D25 1.3 2D25 1.3 2D25 1.4 2D25 1.4 2D25 1.4 2D25 OWNER Wh (300) 2.6 2.7 2.8 P.11 P.10 2.9 P.13 P.12 1.1 2D25 P.14 1.1 2D25 1.1 2D25 1.1 2D25 2D25 1.2 2D25 1.2 2D25 1.2 2D25 Rebar stars of retaining wall Rebar stars of retaining wall 3 P11 P12 P14 P13 P10 1.3 2D25 1.3 2D25 1.3 2D25 2D25 1.4 2D25 Rebar stars of retaining wall 1.3 2D25 1.4 2D25 1.4 2D25