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Special construction scheme for formwork of residential building and garage in a community

2.3 Key points of structural construction 2.3.1 Support of frame beam of the first floor; 2.3.2 Formwork and support of cylinder; 2.3.3 Formwork of arc wall; 2.3.4 Construction of 15.35m transfer floor:

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Special construction scheme for formwork of residential building and garage in a community - Figure 1

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The 86 series steel large formwork shall be used as far as possible for Building 4. The unmatched wall shall be made of 15mm thick wood plywood, and the wood plywood formwork shall be used for the back support where the height is insufficient; Building 5 uses 15mm thick plywood, 50 × 100 batten and steel pipe as battens, and is equipped with through wall bolts (φ 12). The surface of the formwork shall be cleaned before use, and the oily release agent shall be applied. The release agent shall not contaminate the contact between reinforcement and concrete. The vertical back ridge adopts 50 × 100 batten @ 300, and the horizontal back ridge adopts φ 48 steel pipe @ 600 (starting 200 mm, the spacing between the two consecutive layers above is 400 mm, and the rest is 500~600 mm), plus 2 φ 48 steel pipe @ 600 vertical ridge for reinforcement. The reinforcement is achieved by punching and tying the through wall bolt @ 300 at the double steel pipe, fixing it in Building 4 with a "3" type clamp, using 86 series steel large formwork as far as possible, using 15mm thick wood plywood for unmatched walls, and using wood plywood formwork for back support where the height is insufficient; Building 5 uses 15mm thick plywood, 50 × 100 batten and steel pipe as battens, and is equipped with through wall bolts (φ 12). The surface of the formwork shall be cleaned before use, and the oily release agent shall be applied. The release agent shall not contaminate the contact between reinforcement and concrete. The vertical back ridge adopts 50 × 100 batten @ 300, and the horizontal back ridge adopts φ 48 steel pipe @ 600 (starting 200 mm, the spacing between the two consecutive layers above is 400 mm, and the rest is 500~600 mm), plus 2 φ 48 steel pipe @ 600 vertical ridge for reinforcement. The reinforcement is achieved by punching holes at the double steel pipes and tying the through wall bolts @ 300, and fixing them on the double steel pipes with "3" type clips. Use steel pipe+U to support the upper, middle and lower three layers of @ 600 reinforcement diagonally to ensure its stability. The external formwork of the external wall is supported on the pit wall. The outer wall and the overhead wall bolts are water stop bolts, and the inner wall bolts are ordinary recoverable bolts. Double steel pipe. Use steel pipe+U to support the upper, middle and lower three layers of @ 600 reinforcement diagonally to ensure its stability. The external formwork of the external wall is supported on the pit wall. The outer wall and the overhead wall bolts are water stop bolts, and the inner wall bolts are ordinary recoverable bolts.

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This project is xxxx Building 5 #, 6 # and 7 #. The foundation type is pile raft foundation, shear wall structure, 18 floors above the ground and 1 floor underground, and its fire resistance rating is Grade I; The waterproof grade is II,

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Project name: XX · XX Li Project construction unit: Suzhou XX Real Estate Co., Ltd. Design unit: Suzhou XX Design and Research Institute Co., Ltd. Supervision unit: Suzhou XX Engineering Management Co., Ltd. Construction unit: Zhejiang XX Construction Engineering Co., Ltd. Construction site of this project: north of Xiqing Road and west of Runnan Lane, Xiangcheng District, Suzhou City; It belongs to shear wall structure; Among them, there are 2 floors underground and 27 floors above ground in 1 #, 2 #, 4 #, 5 #, 6 # and 9 # buildings; Building height: 79.8m, standard floor height: 2.9m; the underground floor of 3 # building, 18 floors above the ground, building height: 55.35m, standard floor height: 3m; The 7th and 8th floors have two floors underground and 23 floors above the ground. The building height is 68.2m, and the standard floor height is 2.9m. In addition, it includes underground garage, with a total floor area of 120750.4 square meters; Total construction period: 800 days The main building of the project structure is a short leg shear wall structure, the underground garage and civil air defense are frame structures, the foundation form is raft foundation, the seismic grade is IV, and the seismic fortification intensity is 6 degrees.

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