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Steel bar sleeve joint and construction method thereof

A technology of steel sleeves and steel bars, which is applied in the directions of structural elements, building components, building reinforcements, etc., can solve the problems of hidden dangers in the connection quality of steel bars, and difficulty in controlling the width and depth.

Pending Publication Date: 2020-11-27
北京建谊投资发展(集团)有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, in the field of prefabricated construction engineering, there is no mature and popularized prefabricated steel bar connection technology for the longitudinal bar connection of prefabricated concrete components and formed steel bar skeletons. The traditional straight threaded sleeve joints of steel bars need to rotate the steel bar to be able to connect Steel bar connection is not suitable for the longitudinal bar connection of prefabricated components and formed steel bar skeletons. The width and depth of cold extrusion sleeve joints are difficult to control due to the on-site extrusion indentation, resulting in hidden dangers in the quality of steel bar connections

Method used

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  • Steel bar sleeve joint and construction method thereof
  • Steel bar sleeve joint and construction method thereof
  • Steel bar sleeve joint and construction method thereof

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Embodiment Construction

[0033] The present disclosure will be further described in detail below with reference to the drawings and embodiments. It can be understood that the specific implementation manners described here are only used to explain relevant content, rather than to limit the present disclosure. It should also be noted that, for ease of description, only parts related to the present disclosure are shown in the drawings.

[0034] It should be noted that, in the case of no conflict, the implementation modes and the features in the implementation modes in the present disclosure can be combined with each other. The present disclosure will be described in detail below with reference to the drawings and embodiments.

[0035] The present invention aims at the defects of the existing steel bar connection technology in prefabricated buildings. The steel bar sleeve joint disclosed in the present invention is safe and reliable, high-efficiency in connection, and has strong fault tolerance. A new p...

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Abstract

The invention provides a steel bar sleeve joint. The steel bar sleeve joint comprises an outer sleeve, a first connecting sleeve and a second connecting sleeve, wherein the first connecting sleeve isin threaded connection with the end part of a first steel bar, the second connecting sleeve is in threaded connection with the end part of a second steel bar, and external threads are arranged on at least part of the outer walls of the first connecting sleeve and the second connecting sleeve correspondingly; internal threads are arranged on the inner wall of the outer sleeve, and the outer sleeveis in threaded connection with the external threads of the first connecting sleeve and the second connecting sleeve, so that the first connecting sleeve and the second connecting sleeve are fixedly connected; and a guide head is arranged at the end part, close to the second connecting sleeve, of the first connecting sleeve and inserted into a through hole of the second connecting sleeve. The invention further provides a construction method of the steel bar sleeve joint. According to the steel bar sleeve joint, after the steel bars are connected with the sleeve joint, no gap exists, and the fault-tolerant capacity is high.

Description

technical field [0001] The disclosure relates to the field of prefabricated buildings, in particular to a steel bar sleeve joint and a construction method thereof. Background technique [0002] At present, in the field of prefabricated construction engineering, there is no mature and popularized prefabricated steel bar connection technology for the longitudinal bar connection of prefabricated concrete components and formed steel bar skeletons. The traditional straight threaded sleeve joints of steel bars need to rotate the steel bar to be able to connect Steel bar connection is not suitable for the longitudinal bar connection of prefabricated components and formed steel bar skeletons. The width and depth of cold extrusion sleeve joints are not easy to control due to the on-site operation of the extrusion indentation, resulting in hidden dangers in the quality of steel bar connections. Contents of the invention [0003] Based on the analysis of the current status, the prese...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C5/16
CPCE04C5/165
Inventor 曹计栓苏磊张浩
Owner 北京建谊投资发展(集团)有限公司
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