Construction method for wall connecting element assembly

Abstract

The invention relates to a construction method for wall connecting element assembly comprising following steps: (1) determining the position of a pre-embedded anchor member in beam plate column side mold; (2) putting the pre-embedded anchor member into the beam plate column side mold; (3) pouring concrete into the beam plate column side mold; (4) dismounting the beam plate column side mold after the concrete inside the beam plate column side mold is solidified; (5) installing a fastening positioning screw nut at a thread position of an extending rod of the pre-embedded anchor member, then the connecting element assembly and the pre-embedded anchor member are fastened and connected through threaded connection, and finally, another fastening positioning screw nut is used for fixing the position of the connecting element; (6) one end of a wall connecting rod is fixedly connected with one end of the wall connecting element assembly through a fastener, the wall connecting rod is fixedly connected with at least one framing scaffold through a fastener. The construction method for wall connecting element assembly disclosed in the invention has the following beneficial effects: only the embedded anchor pieces are discarded in the whole wall piece, and the wall connecting element assembly can be reused.

Description

technical field [0001] The invention belongs to the technical field of construction, and in particular relates to a construction method of a wall connecting piece assembly. Background technique [0002] The reliable connection between the external scaffold and the main structure is the key to ensure that the external scaffold does not suffer from instability and damage. At present, the conventional methods of connecting wall parts used in fastener-type steel pipe scaffolding in the construction industry include: pre-embedded steel pipe method, post-anchoring method, hoop column method, and pre-embedded iron plate method. But these methods all have some shortcomings: [0003] The disadvantages of the pre-embedded steel pipe method are that the cost is high, the disassembly is troublesome, and the post-retention hole of the masonry must be sealed in the later stage, which has the hidden danger of water seepage. [0004] The post-anchoring method uses at least two expansion a...

AI Technical Summary

Problems solved by technology

[0003] The disadvantage of the pre-embedded steel pipe method is that the cost is high, the disassembly is troublesome, and the post-reserved opening of the masonry must be sealed later, which may cause water seepage

[0004] The post-anchoring method uses at least two expansion anchors, which is extremely troublesome during drilling and construction, and the cost of materials and labor is high

[0005] The hoop column method must wait for the column formwork to be removed before the wall parts can be installed, which seriously causes a delay in the construction period

[0006] The connecting wall rods of the pre-embedded iron plate method need to be connected with the pre-embedded iron plate for welding and cutting when dismantling. There is a fire hazard at the scene of open flames

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