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
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2020-02-11
Smart Images

Figure 1 
Figure 2 
Figure 3
Abstract
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,...
Examples
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 ...