CN103899008B - A kind of keel type composite shear wall connector - Google Patents

A kind of keel type composite shear wall connector Download PDF

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Publication number
CN103899008B
CN103899008B CN201210573083.4A CN201210573083A CN103899008B CN 103899008 B CN103899008 B CN 103899008B CN 201210573083 A CN201210573083 A CN 201210573083A CN 103899008 B CN103899008 B CN 103899008B
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CN
China
Prior art keywords
connector
type composite
keel type
composite shear
shear
Prior art date
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Active
Application number
CN201210573083.4A
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Chinese (zh)
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CN103899008A (en
Inventor
许金勇
李元齐
田惠文
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.)
Shanghai Beststeel Steel Structure Building Co Ltd
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Shanghai Beststeel Steel Structure Building Co Ltd
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Priority to CN201210573083.4A priority Critical patent/CN103899008B/en
Publication of CN103899008A publication Critical patent/CN103899008A/en
Application granted granted Critical
Publication of CN103899008B publication Critical patent/CN103899008B/en
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Abstract

The present invention relates to a kind of keel type composite shear wall connector, bolt hole is offered on the top flange of connector, through self-drilling connection Vierendeel girder, the upper rail edge of a wing of the lower end web of connector through self-drilling connection keel type composite shear wall, connector is provided with four, is symmetrically arranged at the upper and lower end parts of keel type composite shear wall.Compared with prior art, simple structure of the present invention, power transmission is clear and definite, and the connector is arranged symmetrically by two uses that complement one another, can transmit horizontal shear, but release vertical pressure, meet the loading characteristic of keel type composite shear wall.

Description

A kind of keel type composite shear wall connector
Technical field
The present invention relates to a kind of connector, more particularly, to a kind of keel type composite shear wall connector.
Background technology
The extensive use in low layer keel building of keel type composite shear wall, mostly steel joist both sides cover plasterboard and Plasterboard and corrugated steel board wall are covered in OSB board walls, steel joist both sides, also have some steel joists band oblique pull band both sides cover plasterboard and OSB board walls.These wall anti-side rigidities are provided by cladding boards, and vertical carrying is provided by keel column.Therefore, lateral resistant ability is relative It is higher, but vertical bearing capacity is limited.Therefore, urgently need to provide a shearing resistance not compound shearing of the measuring body keel type of framework one now The new connecting structure of wall, for the connection of keel type composite shear wall and Vierendeel girder, be keel type composite shear wall in the frame Application provide safeguard.
The content of the invention
Cut it is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide one kind can transmit level Power, but discharge the keel type composite shear wall connector of vertical pressure.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of keel type composite shear wall connector, bolt hole is offered on the top flange of the connector, through self tapping spiral shell Connection framework beam is followed closely, the lower end web of connector is through self-drilling connection keel type composite shear wall.
The upper rail edge of a wing of the lower end web of described connector through self-drilling connection keel type composite shear wall.
Described connector is provided with four, is symmetrically arranged at the upper and lower end parts of keel type composite shear wall.
Described Vierendeel girder is I-shaped Vierendeel girder, and the upper and lower end parts of keel type composite shear wall are connected to through connector.
Compared with prior art, simple structure of the present invention, power transmission is clear and definite, the connector by two uses that complement one another, It is arranged symmetrically, horizontal shear can be transmitted, but discharge vertical pressure, meets the loading characteristic of keel type composite shear wall.
Brief description of the drawings
Fig. 1 is mounting structure schematic diagram of the present invention.
Embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.
Embodiment
A kind of keel type composite shear wall connector, its scheme of installation is as shown in figure 1, the top flange of the connector 1 On offer bolt hole, through self-drilling connection Vierendeel girder 2, the lower end web of connector 1 is answered through self-drilling connection keel type Combination shearing wall 3, specifically it is connected on the upper rail edge of a wing of keel type composite shear wall 3.
Vierendeel girder 2 is I-shaped Vierendeel girder, is connected through connector 1 with keel type composite shear wall 3, in use, connector 1 Four are provided with altogether, are symmetrically arranged at the upper and lower end parts of keel type composite shear wall 3.The connection is referred to as " connection of 7 fonts ", leads to Two uses that complement one another are crossed, are arranged symmetrically, horizontal shear can be transmitted, but discharge vertical pressure, meet the compound shearing of keel type The loading characteristic of wall.

Claims (1)

  1. A kind of 1. keel type composite shear wall connector, it is characterised in that bolt hole is offered on the top flange of the connector, Through self-drilling connection Vierendeel girder, the lower end web of connector is through self-drilling connection keel type composite shear wall;Described company Fitting is provided with four, is symmetrically arranged at the upper and lower end parts of keel type composite shear wall;
    The upper rail edge of a wing of the lower end web of described connector through self-drilling connection keel type composite shear wall, described frame Set a roof beam in place as I-shaped Vierendeel girder, the upper and lower end parts of keel type composite shear wall are connected to through described connector.
CN201210573083.4A 2012-12-25 2012-12-25 A kind of keel type composite shear wall connector Active CN103899008B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201210573083.4A CN103899008B (en) 2012-12-25 2012-12-25 A kind of keel type composite shear wall connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201210573083.4A CN103899008B (en) 2012-12-25 2012-12-25 A kind of keel type composite shear wall connector

Publications (2)

Publication Number Publication Date
CN103899008A CN103899008A (en) 2014-07-02
CN103899008B true CN103899008B (en) 2018-01-23

Family

ID=50990558

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201210573083.4A Active CN103899008B (en) 2012-12-25 2012-12-25 A kind of keel type composite shear wall connector

Country Status (1)

Country Link
CN (1) CN103899008B (en)

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4414833B2 (en) * 2004-07-29 2010-02-10 株式会社竹中工務店 Seismic walls using corrugated steel
CN101245618A (en) * 2008-03-06 2008-08-20 同济大学 Two-side-connection combined steel plate shearing force wall
CN202039477U (en) * 2011-03-23 2011-11-16 同济大学 External restrained combined steel plate wall with connecting surfaces at two edges
CN102296724B (en) * 2011-06-01 2013-07-31 西安建筑科技大学 Inclined double-layer folded plate steel plate shear wall
CN102691364A (en) * 2012-05-22 2012-09-26 河海大学 Composite steel plate shearing wall for improving stability
CN203097011U (en) * 2012-12-25 2013-07-31 上海钢之杰钢结构建筑有限公司 Connecting pieces for keel type composite shear wall

Also Published As

Publication number Publication date
CN103899008A (en) 2014-07-02

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Address after: 200949 No. 1309 Luo Ning Road, Baoshan District, Shanghai (Baoshan Industrial Park)

Patentee after: SHANGHAI BESTSTEEL STEEL STRUCTURE BUILDING CO., LTD.

Address before: No. 1309, Luo Ning Road, Baoshan District, Shanghai

Patentee before: Shanghai Beststeel Steel Structure Building Co., Ltd.

CP03 Change of name, title or address