CN100554623C - A kind of double-sleeve prestressed reinforcing steel thimble connector and sleeve pipe thereof connect job practices - Google Patents

A kind of double-sleeve prestressed reinforcing steel thimble connector and sleeve pipe thereof connect job practices Download PDF

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Publication number
CN100554623C
CN100554623C CNB2008100310977A CN200810031097A CN100554623C CN 100554623 C CN100554623 C CN 100554623C CN B2008100310977 A CNB2008100310977 A CN B2008100310977A CN 200810031097 A CN200810031097 A CN 200810031097A CN 100554623 C CN100554623 C CN 100554623C
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CN
China
Prior art keywords
sleeve
connection chamber
steel tendon
prestress steel
big
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Expired - Fee Related
Application number
CNB2008100310977A
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Chinese (zh)
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CN101270605A (en
Inventor
陈洪
周亚栋
王博
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Hengyang Heng Zhou construction and Installation Engineering Co., Ltd.
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Hunan University
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Publication of CN101270605A publication Critical patent/CN101270605A/en
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Publication of CN100554623C publication Critical patent/CN100554623C/en
Expired - Fee Related legal-status Critical Current
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Abstract

A kind of double-sleeve prestressed reinforcing steel thimble connector and sleeve pipe thereof connect job practices; connector is made up of big sleeve, protective cap and small sleeve; it is than the major diameter connection chamber that big sleeve has sleeve pipe connection chamber and one end; small sleeve one end that the sleeve pipe connection chamber is arranged be can with the described external screw thread link that is connected than the major diameter connection chamber, the protective cap periphery have with described than the combination of major diameter connection chamber external screw thread and this protective cap with big sleeve in conjunction with after be positioned at this plane, big sleeve connectivity port.The present invention can link together minute time successively twice two prestress steel tendon bush in place, and make that prestress steel tendon bush in place no longer passes template earlier and be exposed, thereby simplification construction technology, improve the accuracy and efficiency and the safety of construction, prevent casing damage, can be widely used in prestressed reinforced concrete construction, secondary prestress combining structure of twice connection in place of prestress steel tendon bush needs etc., also can two prestress steel tendon bushes once in place be linked together.

Description

A kind of double-sleeve prestressed reinforcing steel thimble connector and sleeve pipe thereof connect job practices
Technical field
The thimble connector and the sleeve pipe thereof that the present invention relates to prestressed reinforcement in the construction of prestressed concrete structure connect job practices, are meant that further double-sleeve prestressed reinforcing steel thimble connector and sleeve pipe thereof connect job practices.
Background technology
In construction of prestressed concrete structure, there is a large amount of prestress steel tendon bushes to need to connect, the connection of prestress steel tendon bush at present mostly is to adopt disposable overstriking sleeve pipe in place to carry out colligation to solve.Existing prestress steel tendon bush link technique can only link together two while prestress steel tendon bushes in place, can't realize for minute time successively connection of twice two prestress steel tendon bush in place; And the development of the segmented job practices of prestressed reinforced concrete construction, and the appearance of some new form of structure in recent years (such as secondary prestress combining structure), connection to the prestress steel tendon bush is had higher requirement, i.e. requirement can realize the connection of twice two prestress steel tendon bush in place successively of branch time easily, so that no longer passing template, elder generation's prestress steel tendon bush in place is exposed, thereby simplify its construction technology, improve efficiency of construction, construction precision and working security, prevent casing damage, existing prestress steel tendon bush link technique all can't realize this requirement.
Summary of the invention
The technical problem to be solved in the present invention is, defective at the prior art existence, propose a kind of double-sleeve prestressed reinforcing steel thimble connector and sleeve pipe thereof and connect job practices, it can link together minute time successively twice two prestress steel tendon bush in place, and make that prestress steel tendon bush in place no longer passes template earlier and be exposed, thereby simplify its construction technology, improve efficiency of construction, construction precision and working security, prevent casing damage, can be widely used in the prestressed reinforced concrete construction of twice connection in place of prestress steel tendon bush needs, in the form of structure such as secondary prestress combining structure.
One of technical scheme of the present invention is; described double-sleeve prestressed reinforcing steel thimble connector is by big sleeve; protective cap and small sleeve are formed; it is female than the major diameter connection chamber that described big sleeve has prestress steel tendon bush connection chamber and one end; the end that the described small sleeve of prestress steel tendon bush connection chamber is arranged be can with described big sleeve than the major diameter connection chamber with the external screw thread link that is threaded, described protective cap periphery has and is positioned at this plane, big sleeve connectivity port after connecting with described big sleeve than the external screw thread of major diameter connection chamber internal thread combination and this protective cap with described big sleeve.
Two of technical scheme of the present invention is to adopt the step of the sleeve pipe connection job practices of described double-sleeve prestressed reinforcing steel thimble connector to be:
A. first prestress steel tendon bush inserted its prestress steel tendon bush connection chamber from an end of described big sleeve, adjust the distance between prestress steel tendon bush and the big larger-diameter end face of sleeve, be the distance between big sleeve and concrete blinding or the concrete end face, and this prestress steel tendon bush is fixedlyed connected with described big sleeve;
What b. described protective cap is placed big sleeve should hold sealing than major diameter connection chamber one end, entered in this big sleeve in order to stop mortar in concreting; Described protective cap is threaded with big preferably adopting than the major diameter connection chamber of sleeve;
When c. after the dismantling concrete template, needing to connect second prestress steel tendon bush; earlier the described protective cap of big sleeve one end is laid down; with same being threaded of sleeve greatly of the external screw thread link of small sleeve, again the prestress steel tendon bush connection chamber of second prestress steel tendon bush insertion small sleeve and fixedly connected than the major diameter connection chamber.
The described fixedly connected heat-shrink tube heated sealant that adopts connects, and also can adopt traditional colligation to connect.
As known from the above, the present invention can link together minute time successively twice two prestress steel tendon bush in place, and make that prestress steel tendon bush in place no longer passes template earlier and be exposed, thereby simplify its construction technology, improve efficiency of construction, construction precision and working security, prevent casing damage, can be widely used in the form of structure such as prestressed reinforced concrete construction, secondary prestress combining structure of twice connection in place of prestress steel tendon bush needs.Obviously, this connector also can connect while two prestress steel tendon bushes in place.The prestress steel tendon bush can be a metal sleeve, also can be the sleeve pipe of other materials.
Description of drawings
Fig. 1 is that each member of double-sleeve prestressed reinforcing steel thimble connector of a kind of embodiment is the sectional structure chart of released state;
Fig. 2 is the assembly structure schematic diagram of big sleeve 1 and protective cap 2 among Fig. 1;
Fig. 3 is the syndeton schematic diagram of big sleeve 1 and small sleeve 3.
In the drawings:
The big sleeve of 1-, the 2-protective cap, the 3-small sleeve,
4-prestress steel tendon bush connection chamber, 5-be than the major diameter connection chamber,
6-prestress steel tendon bush connection chamber, 7-external screw thread link.
The specific embodiment
Referring to Fig. 1; double-sleeve prestressed reinforcing steel thimble connector of the present invention is by big sleeve 1; protective cap 2 and small sleeve 3 are formed; it is female than major diameter connection chamber 5 that described big sleeve 1 has prestress steel tendon bush connection chamber 4 and one end; the end that the described small sleeve 3 of prestress steel tendon bush connection chamber 6 is arranged is the external screw thread link 7 that can be threaded than major diameter connection chamber 5 usefulness with described big sleeve; described protective cap 2 peripheries have with described big sleeve than the external screw thread of major diameter connection chamber 5 internal thread combinations and this protective cap 2 with described big sleeve in conjunction with after be positioned at this plane, big sleeve connectivity port, the prestress steel tendon bush connection chamber 6 of described small sleeve 3 is the cavity of same diameter with the prestress steel tendon bush connection chamber 4 of big sleeve 1.
The job practices of double-sleeve prestressed reinforcing steel thimble connector of the present invention is characterized in that its concrete job step is:
A. first prestress steel tendon bush inserts its prestress steel tendon bush connection chamber 4 from an end of described big sleeve 1, adjust distance between prestress steel tendon bush and the big sleeve 1 larger-diameter end face, the distance between promptly big sleeve 1 and concrete blinding or the concrete end face;
B. described protective cap 2 and big sleeve be connected sealing than major diameter connection chamber 5 threaded one ends, in order to stopping that in concreting mortar enters in this big sleeve 1 (referring to Fig. 2), and can after the dismantling concrete template, easily described protective cap 2 be laid down;
When c. after the dismantling concrete template, needing to connect second prestress steel tendon bush, earlier with big sleeve one end protective cap 2 lay down, with external screw thread link 7 same being threaded of sleeves greatly of small sleeve 3, again second prestress steel tendon bush inserted the prestress steel tendon bush connection chamber (referring to Fig. 3) of small sleeve than major diameter connection chamber 5;
Described prestress steel tendon bush can adopt the heat-shrink tube heated sealant to connect with being connected of big sleeve pipe 1, small sleeve 3, also can adopt traditional colligation to connect.

Claims (3)

1, a kind of sleeve pipe of double-sleeve prestressed reinforcing steel thimble connector that adopts connects job practices, described double-sleeve prestressed reinforcing steel thimble connector is by big sleeve (1), protective cap (2) and small sleeve (3) are formed, it is female than major diameter connection chamber (5) that described big sleeve (1) has prestress steel tendon bush connection chamber (4) and one end, the end that the described small sleeve (3) of prestress steel tendon bush connection chamber (6) is arranged be can with described big sleeve than major diameter connection chamber (5) with the external screw thread link (7) that is threaded, described protective cap (2) periphery have with described big sleeve than the external screw thread of major diameter connection chamber (5) internal thread combination and this protective cap (2) with described big sleeve in conjunction with after be positioned at this plane, big sleeve connectivity port; It is characterized in that the step that described sleeve pipe connects job practices is:
A. first prestress steel tendon bush inserts its prestress steel tendon bush connection chamber from an end of described big sleeve, adjust distance between prestress steel tendon bush and the big larger-diameter end face of sleeve, be the distance between big sleeve and concrete blinding or the concrete end face, and this prestress steel tendon bush is fixedlyed connected with described big sleeve;
What b. described protective cap is placed big sleeve should hold sealing than major diameter connection chamber one end;
When c. after the dismantling concrete template, needing to connect second prestress steel tendon bush; earlier the protective cap of big sleeve one end is laid down; with same being threaded of sleeve greatly of the external screw thread link of small sleeve, again the prestress steel tendon bush connection chamber of second prestress steel tendon bush insertion small sleeve and fixedly connected than the major diameter connection chamber.
2, connect job practices according to the sleeve pipe of the described double-sleeve prestressed reinforcing steel thimble connector of claim 1, it is characterized in that, the described heat-shrink tube heated sealant that is fixedly connected as connects or adopts traditional colligation to connect.
3, the sleeve pipe according to the described double-sleeve prestressed reinforcing steel thimble connector of claim 1 connects job practices, it is characterized in that, described protective cap is threaded with adopting than the major diameter connection chamber of big sleeve.
CNB2008100310977A 2008-04-18 2008-04-18 A kind of double-sleeve prestressed reinforcing steel thimble connector and sleeve pipe thereof connect job practices Expired - Fee Related CN100554623C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2008100310977A CN100554623C (en) 2008-04-18 2008-04-18 A kind of double-sleeve prestressed reinforcing steel thimble connector and sleeve pipe thereof connect job practices

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2008100310977A CN100554623C (en) 2008-04-18 2008-04-18 A kind of double-sleeve prestressed reinforcing steel thimble connector and sleeve pipe thereof connect job practices

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CN101270605A CN101270605A (en) 2008-09-24
CN100554623C true CN100554623C (en) 2009-10-28

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103266666B (en) * 2013-05-20 2015-07-01 浙江科技学院 Bamboo structure prestress conversion connector
CN106049294B (en) * 2016-08-03 2018-02-06 中国铁路总公司 The girder pre-stressed duct connector of section assembling

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Owner name: HENGYANG HENGZHOU CONSTRUCTION AND INSTALLATION CO

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C41 Transfer of patent application or patent right or utility model
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Inventor after: Chen Hong

Inventor after: Zhou Yadong

Inventor after: Wang Bo

Inventor after: Tang Shiliang

Inventor before: Chen Hong

Inventor before: Zhou Yadong

Inventor before: Wang Bo

COR Change of bibliographic data

Free format text: CORRECT: ADDRESS; FROM: 410082 NO.2,YUELUSHAN LUSHAN SOUTH ROAD, CHANGSHA CITY, HUNAN PROVINCE TO: 421001 NO.1, QUANTANG ROAD, ZHENGXIANG DISTRICT, HENGYANG CITY, HUNAN PROVINCE

Free format text: CORRECT: INVENTOR; FROM: CHEN HONG ZHOU YADONG WANG BO TO: CHEN HONG ZHOU YADONG WANG BO TANG SHILIANG

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Effective date of registration: 20100326

Address after: 421001 Hunan Province, Hengyang Zhengxiang District quantang Road No.

Patentee after: Hengyang Heng Zhou construction and Installation Engineering Co., Ltd.

Address before: 410082 No. 2, South foothill Road, Changsha, Hunan, Yuelu

Patentee before: Hunan University

C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20091028

Termination date: 20110418