Threaded grouting sleeve for three-parallel-bar connection in shape like Chinese character 'pin'

A technology of grouting sleeves and finished reinforcements, applied in the direction of structural elements, building components, building reinforcements, etc., can solve problems such as difficulties in concrete pouring, inability to obtain diameter steel bars or reinforcements, and inability to arrange, and achieve external dimensions and occupied volumes Small size, simple structure, easy to make and install

Pending Publication Date: 2021-06-25
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The emergence of combined reinforcement is mainly to solve the following reinforcement arrangement problems: 1. Cannot obtain sufficient diameter reinforcement or the reinforcement is limited according to the clear distance requirements; 2. The structural reinforcement is designed according to the clear distance limit and calculation needs, but cannot be arranged In the required position; 3. Dense reinforcement layout makes concrete pouring difficult

Method used

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  • Threaded grouting sleeve for three-parallel-bar connection in shape like Chinese character 'pin'
  • Threaded grouting sleeve for three-parallel-bar connection in shape like Chinese character 'pin'
  • Threaded grouting sleeve for three-parallel-bar connection in shape like Chinese character 'pin'

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Embodiment Construction

[0024] The present invention is described in further detail below in conjunction with accompanying drawing:

[0025] refer to Figure 1 to Figure 5 , the threaded grouting sleeve used for the glyph connection of three parallel ribs according to the present invention includes a sleeve body 1, the sleeve body 1 is a hollow structure, an upper sealing plug 6 is arranged at the top opening of the sleeve body 1, and the sleeve The bottom opening of the body 1 is provided with a lower sealing plug, the side of the bottom of the sleeve body 1 is provided with a grouting hole 5, the side of the top of the sleeve body 1 is provided with a grouting hole 4, and the inside of the sleeve body 1 is provided with a limit barrier 8 , wherein, the lower end of each upper steel bar 2 passes through the upper sealing plug 6 and is inserted into the sleeve body 1 and then contacts with the limit barrier 8, and the upper end of each lower steel bar 3 passes through the lower sealing plug and is in...

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Abstract

The invention discloses a threaded grouting sleeve for three-parallel-bar connection in the shape like a Chinese character 'pin'. The threaded grouting sleeve comprises a sleeve body; the sleeve body is of a hollow structure; an upper sealing plug is arranged at an opening in the top of the sleeve body; a lower sealing plug is arranged at an opening in the bottom of the sleeve body; a grouting hole is formed in the side face of the bottom of the sleeve body; a slurry discharging hole is formed in the side face of the top of the sleeve body; a limiting partition is arranged in the sleeve body; the lower ends of upper end steel bars penetrate the upper sealing plug to be inserted in the sleeve body and then make contact with the limiting partition; the upper ends of lower end steel bars penetrate the lower sealing plug to be inserted in the sleeve body and then make contact with the limiting partition; a grouting material is poured in the sleeve body; and a plurality of shear keys and a plurality of threaded ribs are arranged on the inner wall of the sleeve body. The sleeve can be suitable for parallel bar connection, and reliability is high.

Description

technical field [0001] The invention belongs to the field of prefabricated building construction, and relates to a threaded grouting sleeve used for the zigzag connection of finished products with three parallel ribs. Background technique [0002] In the design of some long-span or high-rise structures and structures bearing heavy equipment loads, such as bridges and elevated stations, in order to reduce the self-weight of the structure while ensuring the ductility of the bearing capacity and other requirements, the cross-sectional size of the components is often controlled, resulting in a large amount of self-reinforcement , The tight arrangement makes it difficult for the steel bar spacing to meet the minimum net spacing requirements in the code; in addition, the dense steel bars will make it difficult to arrange and bind during the construction process, and it is difficult to vibrate the concrete pouring and other problems. [0003] In order to solve the problems in the a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C5/16E04C5/18
CPCE04C5/165E04C5/18
Inventor 徐亚洲王志鹏曲培政魏克伦
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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