CN201158906Y - Reinforced bar coupling sleeve - Google Patents

Reinforced bar coupling sleeve Download PDF

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Publication number
CN201158906Y
CN201158906Y CNU2008200694436U CN200820069443U CN201158906Y CN 201158906 Y CN201158906 Y CN 201158906Y CN U2008200694436 U CNU2008200694436 U CN U2008200694436U CN 200820069443 U CN200820069443 U CN 200820069443U CN 201158906 Y CN201158906 Y CN 201158906Y
Authority
CN
China
Prior art keywords
bar connecting
connecting sleeve
tubular metal
reinforced bar
steel bar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CNU2008200694436U
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Chinese (zh)
Inventor
张向伟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CNU2008200694436U priority Critical patent/CN201158906Y/en
Application granted granted Critical
Publication of CN201158906Y publication Critical patent/CN201158906Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to a reinforced bar connecting sleeve, which is mainly used to connect reinforced bars in the building projects and belongs to reinforced bar connecting sleeves which are used in the building projects. The reinforced bar connecting sleeve is characterized in that a tubular metal body excircle is provided with a spiral slot. The utility model has the beneficial effects that the bonding performance between the reinforced bar connecting sleeve and concrete is improved, and the material fatigue strength is improved, which is beneficial for improving the quality of the building projects.

Description

A kind of reinforcing steel bar connecting sleeve tube
(1) technical field:
The utility model is a kind of reinforcing steel bar connecting sleeve tube, and the reinforcing bar that is mainly used in the construction project connects.It belongs to the reinforcing steel bar connecting sleeve tube of using in the construction project.
(2) background technology:
Employed reinforcing steel bar connecting sleeve tube is to be made of the screw thread in tubular metal body and the tubular metal body mesopore in the existing construction project, and the external circle of its tubular metal is smooth.Because the external circle of its tubular metal is smooth, certainly will reduce reinforcing steel bar connecting sleeve tube in construction project with concrete bond stress, cause the functional performance of reinforcing steel bar connecting sleeve tube to reduce greatly.
(3) summary of the invention:
The purpose of this utility model mainly adopts and has spiral fluted reinforcing steel bar connecting sleeve tube design on the external circle of a kind of tubular metal, solve reinforcing steel bar connecting sleeve tube in construction project with concrete bond stress decline problem, improve the functional performance of reinforcing steel bar connecting sleeve tube.
The design scheme of a kind of reinforcing steel bar connecting sleeve tube described in the utility model is: it is made of the screw thread in the helicla flute on the external circle of tubular metal, tubular metal body and the tubular metal body mesopore.Be characterized in: have helicla flute on the external circle of its tubular metal, the helicla flute bottom land on the external circle of tubular metal is a circular arc.
Originally make real novel described a kind of reinforcing steel bar connecting sleeve tube compared with prior art, its useful contribution is: owing to have helicla flute on its external circle of tubular metal, improved its in construction project with concrete bonding property, fatigue of materials intensity is improved, help improving the construction project quality.
(4) description of drawings:
Fig. 1 is the utility model schematic diagram.
(5) specific embodiment:
1 pair of a kind of reinforcing steel bar connecting sleeve tube of the present utility model is further described as follows in conjunction with the accompanying drawings: a kind of reinforcing steel bar connecting sleeve tube described in the utility model is to be made of the screw thread 3 in the helicla flute 1 on the external circle of tubular metal, tubular metal body 2 and the tubular metal body mesopore.
Be characterized in: have helicla flute on the external circle of its tubular metal.

Claims (2)

1, a kind of reinforcing steel bar connecting sleeve tube is to be made of the screw thread in the helicla flute on the external circle of tubular metal, tubular metal body and the tubular metal body mesopore.It is characterized by: have helicla flute on the external circle of its tubular metal.
2, according to the described a kind of reinforcing steel bar connecting sleeve tube of claim 1, it is characterized by: the helicla flute bottom land that has on its hollow metallic body cylindrical is a circular arc.
CNU2008200694436U 2008-02-29 2008-02-29 Reinforced bar coupling sleeve Expired - Fee Related CN201158906Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008200694436U CN201158906Y (en) 2008-02-29 2008-02-29 Reinforced bar coupling sleeve

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008200694436U CN201158906Y (en) 2008-02-29 2008-02-29 Reinforced bar coupling sleeve

Publications (1)

Publication Number Publication Date
CN201158906Y true CN201158906Y (en) 2008-12-03

Family

ID=40109496

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008200694436U Expired - Fee Related CN201158906Y (en) 2008-02-29 2008-02-29 Reinforced bar coupling sleeve

Country Status (1)

Country Link
CN (1) CN201158906Y (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102454256A (en) * 2011-09-14 2012-05-16 中交上海三航科学研究院有限公司 Casing for preventing concrete cracking caused by reinforcing steel bar corrosion-induced expansion, and method thereof
CN102587587A (en) * 2011-01-14 2012-07-18 中冶建筑研究总院有限公司 Cement grouting steel bar connecting joint
CN102587586A (en) * 2011-01-14 2012-07-18 中冶建筑研究总院有限公司 Cement grout thread compound rebar connector
CN102828580A (en) * 2011-06-17 2012-12-19 中冶建筑研究总院有限公司 Cement grouting reinforcement connector
CN104612158A (en) * 2014-12-13 2015-05-13 广西科技大学 Grouting method of steel bar connector
CN105863170A (en) * 2016-04-07 2016-08-17 中国十七冶集团有限公司 Straight threaded sleeve device

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587587A (en) * 2011-01-14 2012-07-18 中冶建筑研究总院有限公司 Cement grouting steel bar connecting joint
CN102587586A (en) * 2011-01-14 2012-07-18 中冶建筑研究总院有限公司 Cement grout thread compound rebar connector
CN102828580A (en) * 2011-06-17 2012-12-19 中冶建筑研究总院有限公司 Cement grouting reinforcement connector
CN102454256A (en) * 2011-09-14 2012-05-16 中交上海三航科学研究院有限公司 Casing for preventing concrete cracking caused by reinforcing steel bar corrosion-induced expansion, and method thereof
CN102454256B (en) * 2011-09-14 2014-02-26 中交上海三航科学研究院有限公司 Casing for preventing concrete cracking caused by reinforcing steel bar corrosion-induced expansion, and method thereof
CN104612158A (en) * 2014-12-13 2015-05-13 广西科技大学 Grouting method of steel bar connector
CN105863170A (en) * 2016-04-07 2016-08-17 中国十七冶集团有限公司 Straight threaded sleeve device

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20081203

Termination date: 20120229