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An operating mechanism for binding steel cages of building beams and columns

A technology of operating mechanism and reinforcement cage, which is applied in the construction of buildings, construction, and the processing of building materials, etc., can solve the problems of complicated process of making steel cages, long time for making steel cages, and inability to bear equal force, etc. Reliable and accurate arrangement position, simple and labor-saving removal, easy to promote and use

Active Publication Date: 2021-01-26
SCEGC NO 5 CONSTRUCTION ENGINEERING GROUP COMPANYLTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, the pile foundation is extremely critical in various construction projects, and the production quality and production efficiency of the pile foundation reinforcement cage are important factors affecting the construction quality and progress of the pile foundation. Composition, the reinforcement cage plays a very important role in the stability of the main project. At the present stage, in the process of on-site production of the reinforcement cage for construction, it is often faced with unreliable spacing between the main reinforcements, complicated position calibration, and large errors. Accurate arrangement is required, which will cause uneven stress and affect the later buildings. At the same time, when arranging the main reinforcement of the reinforcement cage, set the stirrups outside the main reinforcement of the reinforcement cage, and mark the stirrups with chalk on the erected main reinforcement. According to the position line of the marked stirrup, move the set stirrup up, and bind the stirrup and the main bar from top to bottom. Because the main bar is relatively heavy and long, it will make the steel cage The process is very complicated and consumes manpower and material resources, which makes the production of steel cages take too long, which will affect the construction period

Method used

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  • An operating mechanism for binding steel cages of building beams and columns
  • An operating mechanism for binding steel cages of building beams and columns
  • An operating mechanism for binding steel cages of building beams and columns

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Embodiment Construction

[0039] Such as Figure 1 to Figure 9 As shown, the present invention includes a main rib positioning frame 18 for locating the position of the main rib 17 and a plurality of stirrup suspension frames 19 that are all matched with the main rib positioning frame 18 and are used to support the hanging stirrup 16. The main rib positioning frame 18 includes two relative The top supporting steel beams 9 arranged in parallel, a plurality of steel cage load-bearing bars 14 arranged in parallel along the length direction of the top supporting steel beams 9 on the top of the two top supporting steel beams 9 and a plurality of parallel top supporting steel beams 9 along the length direction Be arranged on the supporting positioning mechanism at the bottom of the two top supporting steel beams 9, the number of the supporting positioning mechanism is equal to the number of the steel cage load-bearing bars 14 and correspond one by one, and the side walls of the top supporting steel beams 9 ar...

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Abstract

The invention discloses a beam-column reinforcement cage binding operation mechanism for a building, which comprises a main reinforcement positioning frame for locating the position of the main reinforcement and a plurality of stirrup suspension frames all cooperating with the main reinforcement positioning frame and used for supporting and hanging the stirrups. The invention uses the stirrup hanger to hang a specified number of stirrups between two adjacent supporting and positioning mechanisms, inserts the first layer of main reinforcement into the space between the bottom of the suspension main rod and the top of the steel cage load-bearing rod, and then inserts the stirrup The reinforcement suspension frame is taken out from the main reinforcement positioning frame, so that the stirrups fall on the load-bearing bars of the steel cage, and the main reinforcement of the first layer of the reinforcement cage and the stirrups set outside the main reinforcement of the first layer are horizontally supported by the load-bearing rods of the steel cage. With the aid of large-scale equipment, the position of the main reinforcement is positioned through the limit of the positioning rod and the stirrup, so that the spacing between the main reinforcements is reliable and accurate, and no need to be checked, and the positioning rod is pulled out by pulling out the positioning rod support. A supporting positioning mechanism only A positioning rod is needed to realize the positioning of the rest of the main reinforcement except the first layer of main reinforcement.

Description

technical field [0001] The invention belongs to the technical field of steel cage binding, and in particular relates to an operating mechanism for building beam and column steel cage binding. Background technique [0002] At present, the pile foundation is extremely critical in various construction projects, and the production quality and production efficiency of the pile foundation reinforcement cage are important factors affecting the construction quality and progress of the pile foundation. Composition, the reinforcement cage plays a very important role in the stability of the main project. At the present stage, in the process of on-site production of the reinforcement cage for construction, it is often faced with unreliable spacing between the main reinforcements, complicated position calibration, and large errors. Accurate arrangement is required, which will cause uneven stress and affect the later buildings. At the same time, when arranging the main reinforcement of th...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G21/12
CPCE04G21/12
Inventor 袁筑宇唐超刘伟郭涛段明雷陈楠王长明柴彦昌王辉张清
Owner SCEGC NO 5 CONSTRUCTION ENGINEERING GROUP COMPANYLTD