Reinforced concrete induction belt structure for post-pouring belt position and construction method of reinforced concrete induction belt structure

Abstract

The invention relates to a reinforced concrete induction belt structure for a post-pouring belt position and a construction method of the reinforced concrete induction belt structure. I-beams are parallel and transversely distributed in the area of the post-pouring belt sequentially by being perpendicular to the extending direction of the post-pouring belt, blocking steel wire meshes are mounted on two side walls of the area of the post-pouring belt and bound to top reinforcements respectively, beam and slab concrete is poured into two sides, relative to the outside of the post-pouring belt, of the blocking steel wire meshes, and a post-pouring induction belt built by weak concrete is poured to the middle of the post-pouring belt. In a reverse building method for construction, the problemabout support of the post-pouring belt is solved, the post-pouring induction belt is formed in the post-pouring belt position by pouring the weak concrete, so that the post-pouring belt and beams andslabs on two sides of the post-pouring belt are integrally connected, the support function is realized, suspension of the beams and slabs due to non-support on two sides of the post-pouring belt is avoided effectively, one-time sealing is realized, a support device is not needed, the problem about support of the post-pouring belt is solved effectively, most construction cost can be saved, great convenience is brought to engineering construction, and the construction period is shortened.

Description

Technical field [0001] The invention relates to the technology in the field of house construction, in particular to a reinforced concrete induction belt structure used for a post-pouring belt position and a construction method thereof. Background technique [0002] In the field of housing construction, with the people's demand for construction quality and aesthetics, super high-rise buildings are becoming more and more common. During the construction of super high-rise buildings, there are the following characteristics: 1) The emergence of super high-rise buildings, in order to meet the needs of commercial complexes, civil air defense, parking use, etc., usually need to design several floors of underground structures; 2) super high-rise buildings in order to achieve their Value recovery is usually built in a relatively prosperous urban area, which results in limited construction space, and the excavation of the foundation pit must be carried out vertically; 3) Since the construct...

AI Technical Summary

Problems solved by technology

Due to the inconsistency of loads between the tower and the auxiliary building in construction engineering, there may be inconsistent settlement in theory, but the specific settlement cannot be accurately calculated, whether it is subsidence or the specific settlement amount cannot be judged, and it is usually installed in the middle of buildings where uneven settlement may occur. The post-pouring belt solves the problem of poor settlement. Since the overhanging structure is formed on both sides after the post-pouring belt is installed, temporary support is required before the post-pouring belt is closed, otherwise it will cause water leakage during construction, horizontal traffic restrictions, decoration and installation works Difficulties such as inability to synchronize construction, especially the basement constructed by the upside-down method, do not have the support conditions and cause more problems

However, effective measures must be taken to support the post-casting belt, and no false support is allowed, so as not to cause the beams and plates on both sides of the post-casting belt to be suspended and cracked, resulting in quality hazards

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