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Prefabricated integrated shear wall construction method

A technology of prefabricated assembly and construction method, applied in the direction of walls, building components, buildings, etc., can solve problems such as non-occurrence

Inactive Publication Date: 2016-04-06
NANTONG CONSTR PROJECT GENERAL CONTRACTING
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The existing technology is divided into two types: prefabricated components and cast-in-place components. Prefabricated components can be produced in a factory, and the cast-in-place structure has integrity; but there is no construction method that can combine the advantages of the two in the prior art

Method used

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Embodiment Construction

[0016] The present invention will be specifically introduced below in conjunction with specific embodiments.

[0017] The construction method of the prefabricated integral shear wall includes the following steps: Step 1: Locate and place the standard axis, the control axis, the elevation line of the installation floor, and the elevation line of the stairs; Check and adjust the position; step 3: hoist the prefabricated shear wall; step 4: fix and correct the shear wall by erecting adjustable steel pipe diagonal supports; step 5: grout the shear wall; step 6: prefabricated shear wall Binding of steel bars and formwork installation of force wall edge components; Step 7: Arranging vertical temporary support installation and height correction on the floor; Step 8: Hoisting of prefabricated beams, prefabricated floors, prefabricated balcony panels, air-conditioning panels and stairs; Step 9: Stacking Installation of formwork at the bottom of the floor slab joint; Step 10: pipeline l...

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Abstract

The invention discloses a prefabricated integrated shear wall construction method. The method includes following steps: step 1, positioning and placing a standard axial line and a control axial line, and mounting an elevation line of a floor and an elevation line of a staircase; step 2, adopting a positioning control steel plate to check and adjust position of reserved joint bars; step 3, hoisting a prefabricated shear wall; step 4, fixing and correcting the shear wall by setting up an adjustable steel pipe sway brace; step 5, grouting the shear wall; step 6, performing edge component rebar binding and formwork mounting on the prefabricated shear wall; step 7, arranging a temporary support on the floor, and correcting height; step 8, hoisting prefabricated beams, prefabricated floorboards, prefabricated balcony boards, air conditioner boards and the staircase; step 9, overlapping splicing beams of the floorboards, and mounting a bottom formwork; step 10, laying pipelines; step 11, binding rebars of a cast-in-place layer; step 12, pouring concrete. The prefabricated integrated shear wall construction method has the advantages of high construction efficiency and high integrity.

Description

technical field [0001] A construction method, in particular a shear wall construction method. Background technique [0002] Building industrialization is a green building reform method vigorously promoted by the country at present. Building components are produced in a factory in an assembly line and transported to the site for assembly. This can not only save a lot of labor, but also reduce construction waste on the construction site and improve the construction site and surrounding environment. The existing technology is divided into two types: prefabricated components and cast-in-place components. Prefabricated components can be produced in a factory, and the cast-in-place structure has integrity; however, there is no construction method that can combine the advantages of the two in the prior art. Contents of the invention [0003] In order to solve the deficiencies of the prior art, the purpose of the present invention is to provide a partly prefabricated, partly cast-...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/56E04G21/00
CPCE04B2/56E04G21/00
Inventor 陈耀钢张军徐鹤松陈俊
Owner NANTONG CONSTR PROJECT GENERAL CONTRACTING
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