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Concrete pouring construction method with lagging and synchronous construction on the same floor of a house building

A technology of simultaneous construction and construction method, applied in the direction of construction, building structure, formwork/formwork/work frame, etc., can solve the problem of dismantling the formwork, reduce the workload, reduce the connection materials and procedures, and save labor. Effect

Active Publication Date: 2020-12-29
巢势科技(上海)有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Overcome the problem of dismantling, reassembling and transporting the inner and outer formwork of the wall in the traditional construction method

Method used

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  • Concrete pouring construction method with lagging and synchronous construction on the same floor of a house building
  • Concrete pouring construction method with lagging and synchronous construction on the same floor of a house building
  • Concrete pouring construction method with lagging and synchronous construction on the same floor of a house building

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Embodiment Construction

[0031] The following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

[0032] Please refer to Figure 1-4, a construction method of concrete pouring with lagging and synchronous construction on the same floor of a house building, including:

[0033] (1) Fix the wall reinforcement: tie the N+1th layer wall reinforcement 2 on the formwork supporting platform of the Nth layer wall 1;

[0034] (2) Formwork support; after the wall reinforcement is tied, the large formwork system on both sides of the Nth floor wall is hoisted to the N+1...

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Abstract

The invention provides a concrete pouring construction method for house building floor same-layer lag synchronous construction. The concrete pouring construction method comprises the steps that wall steel bars are bundled, and the (N+1)th layer of wall steel bars are bundled at the Nth-layer wall; template erecting is conducted; large template systems on the two sides of the Nth-layer wall are integrally hoisted to the (N+1)th layer in a segmented manner and fixed, and an Nth-layer floor roof template is erected in an area surrounded by the Nth-layer wall; floor steel bars are bundled; Nth-layer floor roof steel bars are bundled on the Nth-layer floor roof template; pouring is conducted, during same-grade concrete pouring, the Nth-layer floor roof concrete is poured, then, concrete is poured between inner large templates and outer large templates forming the large template systems, and the (N+1)th wall is formed, or concrete is poured between the inner large templates and the outer large templates, the (N+1)th wall is formed, concrete is poured in an Nth-layer floor roof lower template, and the Nth floor is formed; and during different-grade concrete pouring, high-grade concrete ispoured between the inner large templates and the outer large templates, the (N+1)th wall is formed, and the Nth-layer floor roof lower-grade concrete is poured.

Description

technical field [0001] The invention relates to a building construction method; in particular, it relates to a concrete pouring construction method in which the floor slab of a building is delayed and the wall (including beams and columns) is constructed synchronously on the same floor. Background technique [0002] The current building construction methods are as follows: [0003] The first step is to tie the Nth layer of wall reinforcement. [0004] The second step is to support the N-th floor wall formwork and then the N-th floor roof slab formwork after the wall reinforcement is tied. [0005] The third step is to tie the roof slab steel bars of the Nth floor after the formwork of the Nth floor roof slab is supported. [0006] The fourth step, after the above work inspection is completed, first pour the Nth floor wall and then pour the Nth floor slab. [0007] The fifth step, after the overall solidification of the concrete on the Nth floor, disassemble the formwork o...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/16E04G11/02
CPCE04B1/161E04G11/02
Inventor 陈前广张明杨王邦平李志
Owner 巢势科技(上海)有限公司