CN104018599B - Shear wall structure - Google Patents
Shear wall structure Download PDFInfo
- Publication number
- CN104018599B CN104018599B CN201410198827.8A CN201410198827A CN104018599B CN 104018599 B CN104018599 B CN 104018599B CN 201410198827 A CN201410198827 A CN 201410198827A CN 104018599 B CN104018599 B CN 104018599B
- Authority
- CN
- China
- Prior art keywords
- shear wall
- seam
- side plate
- plate
- sealing water
- 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
Links
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a kind of shear wall structure, including side plate, side plate interior sides is provided with end shear wall, shear wall side, end is provided with shear wall between seam, side plate, connected by connecting tube between shear wall between end shear wall and seam, and connecting tube one end extends in outside side plate, and one end that connecting tube is positioned at outside side plate is provided with pipe clamp, pipe clamp is for by side plate, between end shear wall and seam, shear wall is fixed, reinforcing plate is installed outside shear wall between seam, it is connected by built-in screw is fixing between shear wall between reinforcing plate with seam, steel plate for sealing water it is provided with in side plate, steel plate for sealing water more than one, and bottom steel plate for sealing water, all it is transversely provided with ribbed stiffener, ribbed stiffener is connected and has sealing gasket between bottom steel plate for sealing water.This shear wall structure has good bearing capacity, has bigger anti-side rigidity and later stage bearing capacity, and switching performance is good, can play certain antihunt action, and energy dissipation capacity is strengthened simultaneously, additionally can be effectively improved the water resistance of construction joint position.
Description
Technical field
The present invention relates to a kind of Architectural Equipment, particularly to a kind of shear wall structure.
Background technology
Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall, and for bearing the horizontal loading caused by wind load or geological process in house or structures, shear wall can effectively prevent building structure by failure by shear.At present, although full precast shear wall structure prefabricated rate comparison is high, but vertical muscle and hooping bars layout are more in shear wall confined boundary member, the connecting structure of precast assembly seam is more complicated, difficulty of construction is bigger, edge member also uses cast-in-place form, reduces the prefabricated rate of structure, simultaneously because loaded down with trivial details connection, causing field engineering amount relatively big, advantage is the most inconspicuous compared with cast-in-place shear wall structure.And have main using elastic bifurcation buckling as ultimate limit states, cause steel plate the thickest or ribbed stiffener be the most intensive, be unfavorable for the saving of material.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, it is provided that a kind of have good bearing capacity, has bigger anti-side rigidity and later stage bearing capacity, and switching performance is good, can play the shear wall structure of certain antihunt action.
nullTo achieve these goals，The technical solution used in the present invention is such that the shear wall structure of the present invention，Including side plate，Side plate interior sides is provided with end shear wall，Shear wall side, end is provided with shear wall between seam，Side plate、Connected by connecting tube between shear wall between end shear wall and seam，And connecting tube one end extends in outside side plate，And one end that connecting tube is positioned at outside side plate is provided with pipe clamp，Pipe clamp is for by side plate、Between end shear wall and seam, shear wall is fixed，Reinforcing plate is installed outside shear wall between seam，It is connected by built-in screw is fixing between shear wall between reinforcing plate with seam，Steel plate for sealing water it is provided with in side plate，Steel plate for sealing water more than one，And bottom steel plate for sealing water, all it is transversely provided with ribbed stiffener，Ribbed stiffener is connected and has sealing gasket between bottom steel plate for sealing water，Installing hole is had in shear wall between seam，Installing hole more than one，And installing hole is disposed between seam in shear wall.
Further, as a kind of concrete version, steel plate for sealing water of the present invention extends along the width of described end shear wall.
Further, as a kind of concrete version, being also interspersed with steel pipe in reinforcing plate of the present invention, steel pipe is fixed in reinforcing plate by clip.
Further, as a kind of concrete version, between seam of the present invention, in shear wall, it is also equipped with horizontal reinforcement.
Compared with prior art, it is an advantage of the current invention that: this shear wall structure has good bearing capacity, there is bigger anti-side rigidity and later stage bearing capacity, switching performance is good, certain antihunt action can be played, energy dissipation capacity is strengthened simultaneously, additionally can be effectively improved the water resistance of construction joint position.
Accompanying drawing explanation
The present invention is further described with embodiment below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of the present invention；
In figure: 1. side plate；2. end shear wall；3. shear wall between seam；4. reinforcing plate；5. connecting tube；6. pipe clamp；7. steel plate for sealing water；8. ribbed stiffener；9. installing hole.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, and the basic structure of the present invention is described the most in a schematic way, and therefore it only shows the composition relevant with the present invention.
nullThe preferred embodiment of shear wall structure of the present invention as shown in Figure 1，Including side plate 1，End shear wall 2 it is provided with inside side plate 1，End shear wall 2 side is provided with shear wall 3 between seam，Side plate 1、Connected by connecting tube 5 between shear wall 3 between end shear wall 2 and seam，And connecting tube 5 one end extends in outside side plate 1，And connecting tube 5 is positioned at the one end outside side plate 1 and is provided with pipe clamp 6，Pipe clamp 6 is for by side plate 1、Between end shear wall 2 and seam, shear wall 3 is fixed，Reinforcing plate 4 is installed outside shear wall 3 between seam，It is connected by built-in screw is fixing between shear wall 3 between reinforcing plate 4 with seam，Steel plate for sealing water 7 it is provided with in side plate 1，Steel plate for sealing water 7 more than one，And bottom steel plate for sealing water 7, all it is transversely provided with ribbed stiffener 8，Ribbed stiffener 8 is connected and has sealing gasket between bottom steel plate for sealing water 7，Installing hole is had in shear wall 3 between seam，Installing hole more than one，And installing hole is disposed between seam in shear wall 3，Described steel plate for sealing water 7 extends along the width of described end shear wall 2，Steel pipe also it is interspersed with in described reinforcing plate 4，Steel pipe is fixed in reinforcing plate 4 by clip，It is also equipped with horizontal reinforcement in shear wall 3 between described seam.
The shear wall structure of the present invention has good bearing capacity, has bigger anti-side rigidity and later stage bearing capacity, and switching performance is good, can play certain antihunt action, and energy dissipation capacity is strengthened simultaneously, additionally can be effectively improved the water resistance of construction joint position.Described steel plate for sealing water 7 extends along the width of described end shear wall 2, can be effectively improved waterproof effect；Also being interspersed with steel pipe in described reinforcing plate 4, steel pipe is fixed in reinforcing plate 4 by clip, and shear wall is served reinforcement effect so that it is anti-seismic performance is more preferably；It is also equipped with horizontal reinforcement in shear wall 3 between described seam, improves defence degree, there is good wind resistance.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff can carry out various change and amendment completely in the range of without departing from this invention technological thought.The content that the technical scope of this invention is not limited in description, it is necessary to determine its technical scope according to right.
Claims (1)
1. a shear wall structure, including side plate, steel plate for sealing water it is provided with in side plate, side plate interior sides is provided with end shear wall, it is characterized in that: shear wall side, end is provided with shear wall between seam, side plate, connected by connecting tube between shear wall between end shear wall and seam, and connecting tube one end extends in outside side plate, and one end that connecting tube is positioned at outside side plate is provided with pipe clamp, pipe clamp is for by side plate, between end shear wall and seam, shear wall is fixed, reinforcing plate is installed outside shear wall between seam, it is connected by built-in screw is fixing between shear wall between reinforcing plate with seam, steel plate for sealing water more than one, and bottom steel plate for sealing water, all it is transversely provided with ribbed stiffener, ribbed stiffener is connected and has sealing gasket between bottom steel plate for sealing water, installing hole is had in shear wall between seam, installing hole more than one, and installing hole is disposed between seam in shear wall；Described steel plate for sealing water extends along the width of described end shear wall；Also being interspersed with steel pipe in described reinforcing plate, steel pipe is fixed in reinforcing plate by clip；It is also equipped with horizontal reinforcement in shear wall between described seam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410198827.8A CN104018599B (en) | 2014-05-13 | 2014-05-13 | Shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410198827.8A CN104018599B (en) | 2014-05-13 | 2014-05-13 | Shear wall structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104018599A CN104018599A (en) | 2014-09-03 |
| CN104018599B true CN104018599B (en) | 2016-08-24 |
Family
ID=51435568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410198827.8A Expired - Fee Related CN104018599B (en) | 2014-05-13 | 2014-05-13 | Shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104018599B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114277943A (en) * | 2020-12-25 | 2022-04-05 | 珠海动和工程咨询有限公司 | Assembled shear wall structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0995851A2 (en) * | 1998-10-23 | 2000-04-26 | Minnesota Mining And Manufacturing Company | Damper |
| CN1493755A (en) * | 2002-10-29 | 2004-05-05 | 吴浩民 | Building wall body board and building wall body |
| CN101255718A (en) * | 2008-03-13 | 2008-09-03 | 同济大学 | Ultra-high layer combined wall dual structure architecture |
| CN201254767Y (en) * | 2008-07-28 | 2009-06-10 | 浙江华之建筑设计有限公司 | Building enclosure |
| CN203429827U (en) * | 2013-06-27 | 2014-02-12 | 成都佳美嘉科技有限公司 | Shear wall for building |
-
2014
- 2014-05-13 CN CN201410198827.8A patent/CN104018599B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0995851A2 (en) * | 1998-10-23 | 2000-04-26 | Minnesota Mining And Manufacturing Company | Damper |
| CN1493755A (en) * | 2002-10-29 | 2004-05-05 | 吴浩民 | Building wall body board and building wall body |
| CN101255718A (en) * | 2008-03-13 | 2008-09-03 | 同济大学 | Ultra-high layer combined wall dual structure architecture |
| CN201254767Y (en) * | 2008-07-28 | 2009-06-10 | 浙江华之建筑设计有限公司 | Building enclosure |
| CN203429827U (en) * | 2013-06-27 | 2014-02-12 | 成都佳美嘉科技有限公司 | Shear wall for building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104018599A (en) | 2014-09-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104060717B (en) | A kind of fabricated shear wall structural wall board fractionation-assemble method | |
| WO2018196151A1 (en) | Prefabricated cavity-type perpend forming concrete shear wall | |
| CN106968365B (en) | A kind of anti-buckling steel plate shear force wall of assembled for taking into account load and energy consumption | |
| CN104405409B (en) | Prefabricated aseismic structure with lining shield tunnel | |
| CN106193435B (en) | A kind of antinode core plate precast concrete assembled composite wall | |
| CN201671226U (en) | Expanded flanged cross-shaped steel SRC column | |
| CN104499575B (en) | Shock resistant connecting structure of reinforced concrete composite beam and steel pipe column | |
| CN105839793B (en) | Multi-cavity steel tube concrete coupled column and girder steel rigid connection node and assembly method | |
| CN106436926A (en) | Square steel tube column-H-shaped steel beam end-plate connecting node | |
| CN104018599B (en) | Shear wall structure | |
| CN103469902A (en) | Full-rigidity steel pipe concrete column connecting node | |
| CN104652608B (en) | Assembly type exterior wall and beam connecting structure | |
| CN203546944U (en) | Assembly type shear wall | |
| CN203795721U (en) | Concrete column with built-in square steel tube | |
| CN104652609A (en) | High-performance foamed aluminum energy-consuming connecting device for filler wall and main body structure | |
| CN203939157U (en) | Shear wall structure | |
| CN110241946A (en) | A kind of horizontal connection structure and its construction method of assembled energy consumption frame-shear wall | |
| CN104264794A (en) | Connection of cold-formed steel housing beam and concrete-filled square steel tubular column and connecting method of connection | |
| CN201671109U (en) | Diaphragm wall joint | |
| CN205875472U (en) | A concrete inside casing partition wall installation node for steel frame | |
| CN205822501U (en) | A kind of body of wall of prestressing force grass stock mould block splicing | |
| CN205776787U (en) | A kind of support plug-in type beam column supporting bilateral plate node | |
| CN103541512B (en) | A kind of preparation method of FRP pipe concrete hetermorphiscal column of built-in high strength concrete filled steel tube stem stem | |
| CN204253053U (en) | If the prefabricated anti-seismic construction of liner shield tunnel | |
| CN204551799U (en) | A kind of seismic shear wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Guo Xiaoying Inventor before: Liang Feng |
|
| COR | Change of bibliographic data | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160902 Address after: 100036 Beijing city Fengtai District indigo plant Road No. 121 Patentee after: CREC Railway Electrification Bureau Group Beijing Construction Engineering Co., Ltd. Address before: 610000 Jinjiang District, Chengdu, East Street, 18-32 No. 1, floor 5, layer 517, Patentee before: Chengdu Lyudi Technology Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160824 Termination date: 20180513 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |