Integrated beam component prefabricated reinforcement framework production and formwork connection auxiliary tool

A technology of steel skeleton and auxiliary tooling, which is applied to formwork/formwork/work frame, on-site preparation of building components, joists, etc., can solve the problem of uneven spacing between prefabricated steel cage stirrups, and achieve free formwork spacing. Accurate, strong integrity and consistent stirrup spacing

Active Publication Date: 2022-03-22
CHINA RAILWAY CONSTR GROUP
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  • Summary
  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

[0005] Aiming at the above-mentioned problems in the prior art, the present invention provides an auxiliary tooling for the production of prefabricated steel bar skeletons of integrated beam members ...

Method used

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  • Integrated beam component prefabricated reinforcement framework production and formwork connection auxiliary tool
  • Integrated beam component prefabricated reinforcement framework production and formwork connection auxiliary tool
  • Integrated beam component prefabricated reinforcement framework production and formwork connection auxiliary tool

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Embodiment Construction

[0035] The technical solutions of the present invention will be further described below with reference to the drawings and specific implementation methods.

[0036] see Figure 1 to Figure 7 , an auxiliary tooling for the production of an integrated beam member prefabricated steel bar skeleton and formwork connection according to the present invention, comprising a base 1, an ear plate 2, an ear plate main shaft 3, and a formwork limiting slot 4, see figure 1 .

[0037] Such as figure 2 As shown, the base 1 is formed by arranging two channel steels 11 side by side, and the channel steels 11 are welded together by multiple groups of square tubes 12 . Multiple sets of lug plates 2 arranged at intervals are sequentially sleeved on two lug plate main shafts 3, and multiple sets of lug plates 2 sleeved on each lug plate main shaft 3 form a row of lug plates, and the two rows of lug plates are arranged in a splayed shape. The lug main shaft 3 is longitudinally welded on the squa...

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Abstract

The invention relates to an auxiliary tool for integrated beam component prefabricated reinforcement framework production and formwork connection, and belongs to the technical field of building component manufacturing. Comprising a base, a lug plate, a lug plate main shaft and a template limiting clamping groove, the base is formed by arranging two steel channels side by side, and the steel channels are welded into a whole through a plurality of groups of square pipes; a plurality of sets of lug plates arranged at intervals are sequentially arranged on the two lug plate main shafts in a sleeving mode, and the multiple sets of lug plates arranged on each lug plate main shaft in a sleeving mode form a row of lug plates. The problem that the intervals of the stirrups of the prefabricated reinforcement cage are not uniform is effectively solved, and meanwhile workers can be assisted to keep the stirrups standing vertically. In addition, in the production process of the assembly type steel bar formwork integrated beam component, connection of the steel bar cage and the formwork can be assisted, and the vertical state of the formwork during connection is guaranteed.

Description

technical field [0001] The invention relates to an auxiliary tooling for the production of prefabricated steel bar skeletons of integrated beam components and template connection, and belongs to the technical field of building component production. [0002] technical background [0003] At present, the prefabricated reinforcement cage binding auxiliary tooling is usually simply welded on the construction site, and some beam member reinforcement cage binding auxiliary tooling can only bind the reinforcement cage, and does not have the function of positioning and processing together with the demolition-free formwork. Furthermore, in the existing patents, the prefabricated reinforcement cages of beam members of different heights and widths can be adapted by adjusting the distance between the cross bars and the distance between the vertical bars, but the distance between the stirrups of the beam members cannot be reasonable. Restrictions cause the stirrups to vary in size. [00...

Claims

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Application Information

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IPC IPC(8): E04C3/20E04G13/04
CPCE04C3/20E04G13/04Y02E10/20
Inventor 周大兴蓝世义张红伟李成余明旺钱增志方宏伟张永辉张鹏飞董磊史乐贤
Owner CHINA RAILWAY CONSTR GROUP
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