Cast-in-place concrete large-size core formwork hollow floor anti-floating structure and construction method

A hollow floor and concrete technology, applied in the direction of floor slabs, building components, building structures, etc., can solve the problems of labor-intensive iron wire cleaning, etc., achieve reliable bearing capacity, solve the problem of excessive openings, and speed up the progress of the project

Pending Publication Date: 2020-10-09
周建荣
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Aiming at the deficiencies of the prior art, the present invention provides an anti-floating structure and construction method of a cast-in-situ concrete large-scale mandrel hollow floor structure and a construction method. In the construction technology, it takes a lot of labor to fix the mandrel and clean the iron wire

Method used

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  • Cast-in-place concrete large-size core formwork hollow floor anti-floating structure and construction method
  • Cast-in-place concrete large-size core formwork hollow floor anti-floating structure and construction method
  • Cast-in-place concrete large-size core formwork hollow floor anti-floating structure and construction method

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Embodiment Construction

[0037] The present invention provides an anti-floating structure of a cast-in-situ concrete large-size mandrel 3 hollow floor, comprising a formwork 1 and a bracket 2 for supporting the formwork 1, above the formwork 1 is provided with an upper reinforcement mesh 11 and a lower reinforcement mesh 12, Several mandrels 3 are arranged between the upper steel mesh 11 and the lower steel mesh 12, and several mandrels 3 are horizontally arranged on the lower steel mesh 12, and it is characterized in that: the upper steel mesh 11 and the core Anti-floating reinforcing bars 4 are arranged between the molds 3, and the anti-floating reinforcing bars 4 are placed flat on several mandrels 3. The anti-floating reinforcing bars 4, the upper layer of reinforcing bars 11 and the lower layer of reinforcing bars 12 are arranged in parallel with each other. A vertical rod 5 is arranged between the adjacent mandrels 3, and the vertical rod 5 and the anti-floating steel bar 4 are arranged perpendic...

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Abstract

The invention discloses a cast-in-place concrete large-size core formwork hollow floor anti-floating structure and a construction method. The cast-in-place concrete large-size core formwork hollow floor anti-floating structure comprises a formwork and a support, wherein an upper-layer reinforcing mesh and a lower-layer reinforcing mesh are arranged on the formwork, a plurality of core formworks are arranged between the upper-layer reinforcing mesh and the lower-layer reinforcing mesh, anti-floating steel bars are arranged between the upper-layer reinforcing mesh and the core formworks, the anti-floating steel bars are horizontally placed on the plurality of core formworks, vertical rods are perpendicular to the anti-floating steel bars mutually, positioning pieces are arranged on one endsof the vertical rods towards the anti-floating steel bars in an extending mode, threaded ends are arranged on the other ends of the vertical rods towards the formwork in an extending mode, bearing rods are arranged on the outer walls of the vertical rods, a plurality of through holes are formed in the formwork, the plurality of through holes are in one-to-one correspondence with the vertical rods,and connecting pieces are detachably arranged on the through holes. According to the cast-in-place concrete large-size core formwork hollow floor anti-floating structure and the construction method,the problems that in the prior art, a large-size core formwork hollow floor structure floats upwards in construction, and a large amount of labor is consumed for core formwork fixing and iron wire cleaning in a traditional construction technology are solved.

Description

technical field [0001] The invention relates to the technical field of large-size mandrel hollow floor construction devices, in particular to an anti-floating structure and construction method of a cast-in-situ concrete large-size mandrel hollow floor. Background technique [0002] In recent years, concrete hollow floors have the advantages of light weight, good integrity, large section flexural modulus, large span, flat and beautiful slab bottom, easy equipment installation, good sound insulation and heat insulation performance, and can effectively reduce comprehensive construction costs. , has been more and more applied. In the prior art, during the construction of the cast-in-place concrete hollow slab, due to the flow of concrete, the hollow slab mandrel will float up, resulting in uneven thickness of the slab and affecting the construction quality, which has become a technical problem in the construction field. Especially when pouring concrete for the hollow floor, the...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B5/32
CPCE04B5/32E04B5/326
Inventor 周建荣周慧杰周慧慧
Owner 周建荣
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