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Integrated horizontal assembly method of reinforcement cage and steel formwork

An assembly method and steel formwork technology, applied in the fields of formwork/formwork/work frame, preparation of building components on site, processing of building materials, etc., can solve problems such as inapplicability, and achieve flexible use, strong adaptability, and occupation The effect of a large area

Active Publication Date: 2021-03-16
SCEGC NO 5 CONSTRUCTION ENGINEERING GROUP COMPANYLTD
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  • Summary
  • 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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  • Integrated horizontal assembly method of reinforcement cage and steel formwork
  • Integrated horizontal assembly method of reinforcement cage and steel formwork
  • Integrated horizontal assembly method of reinforcement cage and steel formwork

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Embodiment Construction

[0055] like Figure 1 to Figure 10 As shown in the present invention, the integrated horizontal assembly method of the reinforcement cage and the steel formwork, the steel formwork comprises a first L-shaped steel support formwork and a second L-shaped steel support formwork matched with the first L-shaped steel support formwork, so The structural dimensions of the first L-shaped steel support formwork and the second L-shaped steel support formwork are the same, and the first L-shaped steel support formwork includes an L-shaped steel panel 1, which is fixed on the outer surface of the L-shaped steel panel 1. The secondary rib layer, the main rib layer fixed on the outer side of the secondary rib layer, and the reinforcement layer fixed on the outer side of the main rib layer, the secondary rib layer includes a plurality of parallel fixed on the outer surface of the L-shaped steel panel 1 and vertical The length of the secondary rib 2 is equal to the height of the L-shaped stee...

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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 steel cage and a steel formwork, and particularly relates to an integrated horizontal assembly method of a steel cage and a steel formwork. Background technique [0002] With the development of my country's economy, in the construction of projects, there are more and more large-scale industrial plants, logistics warehouses, steel structures, PCs, and cast-in-place concrete composite structures. Cast-in-place concrete columns are used as the main load-bearing columns. The key to the installation of PC components and roof trusses. The traditional construction of scaffolding, formwork, and concrete cast-in-place construction techniques are no longer suitable for the construction of large industrial plants and logistics and warehousing. Traditional cast-in-place column construction requires the erection of operating scaffolding, steel bar binding, formwork support, etc. to be complete...

Claims

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Application Information

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Patent Type & Authority Patents(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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