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

Uploaded on: 2019-12-17 11:07:58 come from: Road and bridge municipal administration / Road and bridge construction design / Construction organization design

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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:

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

Special construction scheme for formwork of residential building and garage in a community - Figure 2

Special construction scheme for formwork of residential building and garage in a community - Figure 3

Special construction scheme for formwork of residential building and garage in a community - Figure 4

Special construction scheme for formwork of residential building and garage in a community - Figure 5

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Hengsheng Commercial and Residential Community Lot 1 (Buildings 1 #~7 #) project, located in the south of Erhuan North Road and the west of Minzhu North Road in Yulin City, is a frame shear structure, with 18 floors above the ground and 1 floor underground. The standard floor height is 3.0 meters, the total building height is 58.9 meters, the total building area is 53829.76 square meters, and the total construction period is 540 days. The service life of the building is 50 years, the seismic resistance is 7 degrees, the safety level is Level II, the fire resistance level is Level II, and the waterproof level is Level II. The project is invested and constructed by Yulin Hengda Real Estate Development Co., Ltd., designed by Yulin Urban and Rural Planning and Design Institute, geological survey of Yulin Branch of Geology and Mineral Wuzhou Company, supervised by Guangxi Zhijia Construction Engineering Consulting and Supervision Co., Ltd., and organized and constructed by Yulin Construction and Installation Engineering Company; Chen Xudong is the project manager and Zhu Ming is the technical director.

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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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Erect the installation frame, install the four side formworks in place, check the diagonal, verticality and position, connect and reinforce, check and correct the safety, and fix the group. When installing diagonal bracing of column formwork, two rows of tie rods (Ф 48 × 3.5 steel pipes) are set on each side of the column formwork, which are fixed on the rebars embedded in the floor slab in advance. The maximum distance between the embedded rebars and the column is 2.5m. The main reinforcement shall be calibrated before formwork erection to ensure that it is not twisted. Through columns, first install columns at both ends, correct and fix them, and pull through lines to correct the middle columns. Before the installation of formwork, a 20mm high cement mortar platform shall be built around the column to ensure the smooth contact between the formwork and the ground. The connecting holes of the formwork can be aligned only when the formwork is assembled. The lower opening of the formwork and the joint of the formwork shall be sealed with sponge sealing strips to ensure that the formwork does not leak grout. Brush non oily release agent before installation. The beam column joint is the place most prone to quality problems such as grout leakage and formwork shifting. Therefore, the shaped formwork at the joint must be processed and reliable reinforcement measures must be taken before construction. Wood plywood can be used to process the shaped formwork, and the outer square timber can be used as the rib to ensure the construction quality of concrete.

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Topic: Construction scheme of high formwork support frame Special construction scheme for support frame Special construction scheme for full hall support frame
Frame shear wall structure Residential building Special construction scheme for safety of tall formwork
Lidu 2 and 3 buildings are located. Now the earthwork outside the A-axis retaining wall on the west side of 2 and 3 buildings has been backfilled. The gate is set between the building and the old building on the west side, with a spacing of 14 meters; The base course of the temporary road has been filled and compacted, and a layer of 50 thick gravel has been laid. After the pouring of the second roof concrete is completed, the temporary road uses 150 thick C25 commercial concrete as the surface course, with a width of 4 meters, to ensure the road requirements for the concrete pouring of the transfer layer. The road side is equipped with high-pressure washing equipment, and the sewage flows into the municipal rainwater pipe after sedimentation in the sedimentation tank; The east side is the basement of the community, and the south side is Building 3, which has not been constructed yet. There are temporary steel pipe fences hanging dense mesh safety nets around.

Topic: Special safety construction scheme for tall formwork Special construction scheme for formwork of residential building Construction Scheme of Tall Formwork for Residential Buildings
Frame shear wall structure Residential building Special construction scheme for engineering formwork
Building scale: this project is an 18 storey residential building with commercial service rooms, including a 2-storey podium and a 16 storey residential building. The building area is 12373.18 ㎡; The total building height is 55.5M,. The building structure is a frame shear wall structure, with a seismic fortification intensity of 6 degrees and a reasonable service life of 50 years. The installation materials of column wall and beam slab formwork in this project are wood plywood, timber and reinforcement, step by step, formwork clamp and steel pipe.

Topic: Construction scheme of shear wall residential building Frame shear wall formwork construction scheme Special construction scheme for shear wall formwork