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Concrete filled wall and cast-in-place structure synchronous construction structure and method

A technology of simultaneous construction and filling of walls, applied in the direction of walls, building components, building structures, etc., can solve the problems of large shrinkage connection gaps, prone to common quality problems, and complicated process interspersed, so as to enhance waterproofing and reduce quality defect repair works. and temporary employment, and the effect of reducing hazards

Pending Publication Date: 2020-02-11
CHINA XINXING BAOXIN CONSTR CORP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The infill wall is an important enclosure and partition component in the structure. The traditional infill wall is often built with blocks, which needs to be implemented after the concrete structure is fully or partially completed. Sills, structural columns or core columns, ring beams, lintels, tie beams, horizontal tie bars, etc. need secondary construction, electrical conduits, junction boxes, etc. need to be interspersed with infill wall masonry, and walls often need plastering Not only is the process interspersed cumbersome, but also prone to common quality problems
[0004] Though there is the method for completing filling wall by concrete recently, as " filling wall molding method and filling wall " of publication number CN 107386502 A, this method is to support formwork pouring filling wall again on the structural frame of pouring molding, there is the need to set Since the steel bars connected to the poured structural frame are not poured at the same time as the structural frame, there is a problem of inconsistent shrinkage of the connection joint with the poured structural frame after pouring, resulting in a large connection gap, which brings more workload to subsequent processing

Method used

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  • Concrete filled wall and cast-in-place structure synchronous construction structure and method
  • Concrete filled wall and cast-in-place structure synchronous construction structure and method
  • Concrete filled wall and cast-in-place structure synchronous construction structure and method

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Embodiment Construction

[0028] A concrete filled wall and cast-in-place structure simultaneous construction structure, such as figure 1 , figure 2 , image 3 and Figure 4 As shown, the synchronous construction structure of the concrete filling wall and the cast-in-place structure includes an upper structural beam 2, a lower structural beam 3 surrounding the filling wall 1, and left shear walls 4 and right shear walls 5 on both sides, figure 1 It shows a three-story structure, including the upper infill wall and the lower infill wall. Here, the upper structural beam 2 and the lower structural beam 3 are relative to each floor. Therefore, as the upper structural beam of the middle layer , in the upper layer is the lower side structural beam of the upper filling wall, and the upper and lower side structural beams include the upper and lower side structural beams of the side wall and the upper and lower side structural beams in the middle of each layer. Such as figure 2 , image 3 and Figure 4 ...

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Abstract

The invention discloses a concrete filled wall and cast-in-place structure synchronous construction structure and method. The synchronous construction structure comprises structure beams surrounding the upper and lower portion of a filled wall, and shear walls on the two sides. Rebars are distributed in the filled wall horizontally and vertically. Plastic cushion plates are arranged between the vertical two sides of the filled wall and the shear walls, as well as between the lower side of the filled wall and the structure beams on the lower side correspondingly so as to form separation seams.No separation seam is formed between the upper end and the filled wall and the structure beams on the upper side, and the upper end and the filled wall and the structure beams on the upper side are connected into a whole after concrete pouring. The filled wall and an original structure are separated through structure separation seam materials so as to achieve flexible connection, and structural rigidity is restored. Anchor bars of which the tops are connected with a concrete structure and the separation seam materials serve as damping devices, an anti-seismic effect is achieved, the anti-seismic mode is similar to that of a swing wall system, and certain advantages are more achieved in the aspect of anti-seismic ability compared with a masonry filled wall.

Description

technical field [0001] The invention relates to building construction, in particular to a simultaneous construction of a concrete filling wall and a cast-in-place structure [0002] structure and method. Background technique [0003] The infill wall is an important enclosure and partition component in the structure. The traditional infill wall is often built with blocks, which needs to be implemented after the concrete structure is fully or partially completed. Sills, structural columns or core columns, ring beams, lintels, tie beams, horizontal tie bars, etc. need secondary construction, electrical conduits, junction boxes, etc. need to be interspersed with infill wall masonry, and walls often need plastering Not only is the process interspersed cumbersome, but also prone to common quality problems. [0004] Though there is the method for completing filling wall by concrete recently, as " filling wall molding method and filling wall " of publication number CN 107386502 A,...

Claims

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Application Information

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IPC IPC(8): E04B2/82E04B2/84E04G21/02E04G21/08
CPCE04B2/82E04B2/828E04B2/84E04G21/02E04G21/08
Inventor 王旭亚戴连双王志刚司永波王俊川王强马恒勇张爱国孙俊刘晓强何一民汪卫国霍涛
Owner CHINA XINXING BAOXIN CONSTR CORP
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