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Binding operating mechanism for reinforcement cage of beam column of building

An operating mechanism and steel cage technology, which is applied in the direction of building construction, construction, and building material processing, can solve the problems of complicated process of making steel cages, unbalanced force, long time for making steel cages, etc., and achieve the spacing between main bars The arrangement position is reliable and accurate, it is easy to popularize and use, and the effect of taking out is simple and labor-saving

Active Publication Date: 2019-09-03
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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  • Binding operating mechanism for reinforcement cage of beam column of building
  • Binding operating mechanism for reinforcement cage of beam column of building
  • Binding operating mechanism for reinforcement cage of beam column of building

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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 binding operating mechanism for a reinforcement cage of a beam column of a building. The mechanism comprises a main reinforcement positioning rack for positioning a positionof a main reinforcement and a plurality of stirrup suspension brackets matched with the main reinforcing positioning rack for supporting and suspending stirrups. The stirrups of an appointed quantityare suspended between adjacent two supporting and positioning mechanisms by means of the stirrup suspension brackets, a first main reinforcement is inserted into a space between the bottom of a suspending main rod and a reinforcement cage bearing rod and then the stirrup suspension brackets are taken out from the main reinforcement positioning rack, so that the stirrups fall onto the reinforcementcage bearing rod. Large equipment for assistance is not needed through the first main reinforcement for supporting the reinforcement cage horizontally by the reinforcement cage bearing rod and the stirrups arranged out of the first main reinforcement in a sleeving manner. Limited by a positioning rod and the stirrups, the position of the main reinforcement is further positioned, so that the arranging positions among the main reinforcements are reliable and accurate without being calibrated. The positioning rod falls off by extracting a positioning rod supporting part. One supporting and positioning mechanism only needs one positioning rod to position the rest of main reinforcements besides the first 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 Applications(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
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