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Reinforcement cage and steel formwork integrated transverse assembly method

An assembly method and steel formwork technology, applied in the direction of formwork/formwork/work frame, structural elements, building components, etc., can solve the problems of inapplicability, achieve flexible use, simple steps, and increase input costs

Active Publication Date: 2019-09-06
SCEGC NO 5 CONSTRUCTION ENGINEERING GROUP COMPANYLTD
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The traditional construction techniques of scaffolding, formwork and concrete cast-in-place are no longer suitable for the construction of large-scale industrial plants and logistics warehouses

Method used

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  • Reinforcement cage and steel formwork integrated transverse assembly method
  • Reinforcement cage and steel formwork integrated transverse assembly method
  • Reinforcement cage and steel formwork integrated transverse assembly method

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Experimental program
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Embodiment Construction

[0055] Such as Figure 1 to Figure 10 As shown, the integrated horizontal assembly method of reinforcement cage and steel formwork of the present invention, the steel formwork includes a first L-shaped steel support formwork and a second L-shaped steel support formwork matched with the first L-shaped steel support formwork, the The structural dimensions of the first L-shaped steel formwork and the second L-shaped steel formwork are the same, and the first L-shaped steel formwork includes an L-shaped steel panel 1 fixed on the outer surface of the L-shaped steel panel 1 The secondary reinforcement layer, the main reinforcement layer fixed on the outside of the secondary reinforcement layer and the reinforcement layer fixed on the outside of the main reinforcement layer, the secondary reinforcement layer includes a plurality of parallel and fixed on the outer surface of the L-shaped steel panel 1 and vertical The secondary reinforcement 2 arranged in the direction, the length of...

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Abstract

The invention discloses a reinforcement cage and steel formwork integrated transverse assembly method. The reinforcement cage and steel formwork integrated transverse assembly method comprises the steps: 1, an assembly platform is set up; 2, a first L-shaped steel formwork is hoisted; 3, a reinforcement cage is hoisted; 4, a second L-shaped steel formwork is hoisted and fixedly connected with thefirst L-shaped steel formwork; 5, designated steel bars in the reinforcement cage are selected and marked; 6, a main bar connecting sleeve is mounted and connected with main bar connecting pipes; 7, ajack is inserted and fixedly connected with a steel formwork top sealing plate; and 8, the reinforcement cage and a steel formwork are fixed. Through splicing of the first L-shaped steel formwork andthe second L-shaped steel formwork, the reinforcement cage is placed in the steel formwork and fixed, the subsequent main bar connecting pipes are mounted advantageously by marking the designated main bars, through cooperation of the jack, the main bar connecting pipes, the main bar connecting sleeve and a main bar fixing sleeve, the reinforcement cage and the steel formwork are fixed into a whole, later overall hoisting of the reinforcement cage and the steel formwork is convenient, and thus the construction process is simplified.

Description

technical field [0001] The invention belongs to the technical field of integrated assembly of a reinforcement cage and a steel formwork, and in particular relates to an integrated horizontal assembly method of a reinforcement cage and a steel formwork. Background technique [0002] With the development of my country's economy, there are more and more large-scale industrial plants and logistics warehouses in engineering construction, and more steel structures, PC, and cast-in-place concrete composite structures are used. The cast-in-place concrete columns are used as the main load-bearing columns, and the speed of on-site fabrication becomes a constraint The key to the installation of PC components and roof trusses. The traditional construction techniques of scaffolding, formwork and concrete pouring are no longer suitable for the construction of large industrial plants and logistics warehouses. Traditional cast-in-place column construction requires erection of operational sc...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04G21/00E04G13/02E04C5/06
CPCE04C5/0604E04G13/02E04G21/00
Inventor 张清张部队罗睿贠子斌张雪峰李晓刚吴鹏刘一智梁毅宋小钢
Owner SCEGC NO 5 CONSTRUCTION ENGINEERING GROUP COMPANYLTD
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