CN103899008A - Connecting pieces for keel type composite shear wall - Google Patents
Connecting pieces for keel type composite shear wall Download PDFInfo
- Publication number
- CN103899008A CN103899008A CN201210573083.4A CN201210573083A CN103899008A CN 103899008 A CN103899008 A CN 103899008A CN 201210573083 A CN201210573083 A CN 201210573083A CN 103899008 A CN103899008 A CN 103899008A
- Authority
- CN
- China
- Prior art keywords
- type composite
- shear wall
- composite shear
- keel type
- connecting pieces
- 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.)
- Granted
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 32
- 238000005553 drilling Methods 0.000 claims description 8
- 230000005540 biological transmission Effects 0.000 abstract description 2
- 238000010079 rubber tapping Methods 0.000 abstract 2
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 229910052602 gypsum Inorganic materials 0.000 description 3
- 239000010440 gypsum Substances 0.000 description 3
- 230000000295 complement effect Effects 0.000 description 2
- 238000005253 cladding Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention relates to connecting pieces for a keel type composite shear wall. Bolt holes are formed in top flanges of the connecting pieces, the connecting pieces are connected with a frame beam through self-tapping screws, lower-end webs of the connecting pieces are connected with an upper guide rail flange of the keel type composite shear wall through self-tapping screws, and the four connecting pieces are symmetrically arranged at the upper end and the lower end of the keel type composite shear wall respectively. Compared with the prior art, the connecting pieces are simple in structure and clear in force transmission, every two connecting pieces are matched to be used, the connecting pieces are symmetrically arranged, horizontal shear force can be transmitted, vertical pressure can be released, and the loading features of the keel type composite shear wall are met.
Description
Technical field
The present invention relates to a kind of connector, especially relate 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 is that gypsum plank is covered in steel joist both sides and gypsum plank and corrugated steel board wall are covered in OSB board wall, steel joist both sides, also has some steel joist band oblique pull band both sides to cover gypsum plank and OSB board wall.The anti-side rigidity of these bodies of wall is provided by cladding boards, and vertical carrying is provided by keel column.Therefore, lateral resistant ability is relatively high, but vertical bearing capacity is limited.Therefore, urgently need now to provide the not measuring body framework of a shearing resistance one keel type composite shear wall novel connection structure, for being connected of keel type composite shear wall and Vierendeel girder, for the application of keel type composite shear wall in framework provides safeguard.
Summary of the invention
Object of the present invention is exactly to provide one can transmit horizontal shear in order to overcome the defect that above-mentioned prior art exists, but discharges the keel type composite shear wall connector of vertical pressure.
Object of the present invention can be achieved through the following technical solutions:
A kind of keel type composite shear wall connector, offers bolt hole on the top flange of this connector, and through self-drilling connection Vierendeel girder, the lower end web of connector is through self-drilling connection keel type composite shear wall.
The lower end web of described connector is through the upper rail edge of a wing of self-drilling connection keel type composite shear wall.
Described connector is provided with four, is symmetricly set on respectively the upper and lower end parts of keel type composite shear wall.
Described Vierendeel girder is I shape Vierendeel girder, is connected to the upper and lower end parts of keel type composite shear wall through connector.
Compared with prior art, simple structure of the present invention, power transmission is clear and definite, and this connector, by two uses that complement one another, is arranged symmetrically with, and can transmit horizontal shear, but discharges vertical pressure, meets the loading characteristic of keel type composite shear wall.
Accompanying drawing explanation
Fig. 1 is mounting structure schematic diagram of the present invention.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention is described in detail.
Embodiment
A kind of keel type composite shear wall connector, its scheme of installation as shown in Figure 1, on the top flange of this connector 1, offer bolt hole, through self-drilling connection Vierendeel girder 2, the lower end web of connector 1, through self-drilling connection keel type composite shear wall 3, is specifically connected on the upper rail edge of a wing of keel type composite shear wall 3.
Vierendeel girder 2 is I shape Vierendeel girder, is connected with keel type composite shear wall 3 through connector 1, and when use, connector 1 is provided with four altogether, is symmetricly set on respectively the upper and lower end parts of keel type composite shear wall 3.This connection is called " 7 fonts connect ", by two uses that complement one another, is arranged symmetrically with, and can transmit horizontal shear, but discharges vertical pressure, meets the loading characteristic of keel type composite shear wall.
Claims (4)
1. a keel type composite shear wall connector, is characterized in that, on the top flange of this connector, offers bolt hole, and through self-drilling connection Vierendeel girder, the lower end web of connector is through self-drilling connection keel type composite shear wall.
2. a kind of keel type composite shear wall connector according to claim 1, is characterized in that, the lower end web of described connector is through the upper rail edge of a wing of self-drilling connection keel type composite shear wall.
3. a kind of keel type composite shear wall connector according to claim 1, is characterized in that, described connector is provided with four, is symmetricly set on respectively the upper and lower end parts of keel type composite shear wall.
4. a kind of keel type composite shear wall connector according to claim 1, is characterized in that, described Vierendeel girder is I shape Vierendeel girder, is connected to the upper and lower end parts of keel type composite shear wall through described connector.
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 true CN103899008A (en) | 2014-07-02 |
| CN103899008B 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) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006037586A (en) * | 2004-07-29 | 2006-02-09 | Takenaka Komuten Co Ltd | Earthquake-resisting wall using corrugated steel plate |
| 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 |
| CN102296724A (en) * | 2011-06-01 | 2011-12-28 | 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 |
-
2012
- 2012-12-25 CN CN201210573083.4A patent/CN103899008B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006037586A (en) * | 2004-07-29 | 2006-02-09 | Takenaka Komuten Co Ltd | Earthquake-resisting wall using corrugated steel plate |
| 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 |
| CN102296724A (en) * | 2011-06-01 | 2011-12-28 | 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 |
|---|---|
| CN103899008B (en) | 2018-01-23 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 200949 No. 1309 Luo Ning Road, Baoshan District, Shanghai (Baoshan Industrial Park) Patentee after: SHANGHAI BESTSTEEL STEEL STRUCTURE BUILDING SYSTEM 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 | ||
| CP03 | Change of name, title or address |
Address after: 200949 No. 1309 Luo Ning Road, Baoshan District, Shanghai (Baoshan Industrial Park) Patentee after: Shanghai Gangzhijie Technology Group Co.,Ltd. Address before: 200949 No. 1309 Luo Ning Road, Baoshan District, Shanghai (Baoshan Industrial Park) Patentee before: SHANGHAI BESTSTEEL STEEL STRUCTURE BUILDING SYSTEM Co.,Ltd. |