Formwork construction of a complex building in Beijing programme
1 Building area (m2) Total building area 109936 Underground area 24159 Floor area 7360 Standard floor area 677.26 2 floors underground 4 floors above ground 28 3 floors high (m) B1 4.2 B2 4.5 B3 4.5 B4 4.5 B5 - non-standard floor 3.6/4/4.5/5 Standard floor 3.3 4 Structure form Foundation form Raft foundation structure form Frame shear wall 5 Underground waterproof structure self waterproof S10 S8, S6 material waterproof 4 thick BAC double-sided self-adhesive coiled material waterproof structure waterproof steel plate waterstop, rubber waterstop 6 structure section size (mm) Thickness of foundation slab 2500/1000/700 Thickness of exterior wall 700/600/500/300/250 Thickness of interior wall 300/250 Column section 800 * 1000, 1700 * 600, 800 * 1400, 900 * 1500, 800 * 3000, 1500 * 800, 2900 * 1000, 600 * 1200, 600 * 600, 1300 * 900, 2250 * 1000, 3100 * 600 Beam section 600 * 1000, 500 * 900, 500 * 1000, 500 * 1100, 500 * 1200, 400 * 700, 400 * 600, 350 * 1500, 350 * 1100, 350 * 700, 300* 1800, 300 * 800, 300 * 600, 250 * 600, 250 * 500, 200 * 450 Floor thickness 400/300/250/150/120 7 Stair structure type Plate stair 8 Ramp structure type Beam plate 9 Structure transfer floor setting position/structure form/10 Construction joint setting settlement construction joint, 11 Rebar type pre stress/non pre stress √ 12 Water and electricity equipment condition 13 Others
