CN203320737U - X-type shear wall structure - Google Patents
X-type shear wall structure Download PDFInfo
- Publication number
- CN203320737U CN203320737U CN2013202887415U CN201320288741U CN203320737U CN 203320737 U CN203320737 U CN 203320737U CN 2013202887415 U CN2013202887415 U CN 2013202887415U CN 201320288741 U CN201320288741 U CN 201320288741U CN 203320737 U CN203320737 U CN 203320737U
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- Prior art keywords
- guiding rail
- shear wall
- upper rail
- lower guideway
- pair
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Abstract
The utility model discloses an X-type shear wall structure which comprises a middle guiding rail which is used for equally dividing the height of a wall body. An upper guiding rail is arranged above the middle guiding rail. A lower guiding rail is arranged below the middle guiding rail. At least one pair of connecting columns are arranged between the upper guiding rail and the lower guiding rail. Each pair of connecting columns are arranged between the upper guiding rail and the lower guiding rail in an intersected mode and arranged in an X shape. The intersection of each pair of connecting columns is arranged on the middle guiding rail. By the adoption of the technical means that the X-shaped connecting columns are arranged between the upper guiding rail and the lower guiding rail, the X-type shear wall structure is compact in structure, the bearing capacity of cold-formed thin-walled light steel joist columns can be fully utilized, the slantly-arranged connecting columns bear vertical loads and lateral loads at the same time, intersected supports on the two faces of the wall body are not required to be added to resist lateral force, the connection between an external-hanging wall board and column flanges is facilitated, the lateral displacement inside the plane of a shear wall is greatly reduced, the wall body can bear the vertical loads and can also reliably bear the lateral loads, and the load-bearing capacity of the wall body is improved.
Description
Technical field
The utility model relates to the wall body structure of building field, relates in particular to a kind of X-type shear wall structure.
Background technology
Low layer light gauge cold-formed steel shape keel building system is to use high-strength aluminum-zinc alloy keel to shoulder the effect of structural bearing, and traditional cold bending thin wall light steel wall structural upright is vertical the placement, can bear and transmit vertical load, but can not Under Lateral Loading.Therefore, in earthquake zone, in order to guarantee structural safety, usually adopt with the cross steel band and support the lateral resistant member as body of wall.But this kind of method shortcoming be, lateral resisting is born by the cross steel drawstring of body of wall lateral arrangement, once steel band surrender occurs or destroys, full wafer body of wall lateral resistant ability is inefficacy; In addition, steel band is arranged in the body of wall both sides, has certain thickness, is an impediment to the stickiness that the column edge of a wing hangs inside and outside wall board.
Therefore, prior art needs further improvement and develops.
The utility model content
In view of above-mentioned the deficiencies in the prior art, the purpose of this utility model is to provide a kind of X-type shear wall structure, makes body of wall can bear vertical load and can bear more reliably lateral load again, improves the density of load of body of wall.
For solving the problems of the technologies described above, the utility model scheme comprises:
A kind of X-type shear wall structure, it comprises the middle guide for the body of wall height is divided equally, it is characterized in that, the top of described middle guide is provided with upper rail, below is provided with lower guideway, between described upper rail and described lower guideway, is provided with at least one pair of joint pin, and described a pair of joint pin is arranged in a crossed manner between described upper rail and described lower guideway, be X-shaped and arrange, the crosspoint of described a pair of joint pin is arranged on described middle guide.
Described X-type shear wall structure, wherein, described middle guide, described upper rail and described lower guideway are C type cold bending thin wall channel-section steel, and the notch of described upper rail and described lower guideway is all towards described middle guide.
Described X-type shear wall structure, wherein, be provided with four pairs of joint pins between described upper rail and described lower guideway.
Described X-type shear wall structure, wherein, be respectively arranged with side column between the two ends of described upper rail and the two ends of described lower guideway.
The utility model provides a kind of X-type shear wall structure, the technological means of employing X-shaped joint pin between described upper rail and described lower guideway, be mainly used in cold bending thin wall house scope, its compact conformation, can take full advantage of cold bending thin wall lightgage steel joist post supporting capacity, the joint pin of oblique layout bears vertical and lateral load simultaneously, resist side force without the cross support that adds the body of wall two sides, facilitated being connected of out-hung panel and the post edge of a wing, significantly reduced the lateral displacement in the shear wall plane, make body of wall can bear vertical load and can bear more reliably lateral load again, improve the density of load of body of wall, .
The accompanying drawing explanation
Fig. 1 is the structural representation of X-type shear wall structure in the utility model.
The specific embodiment
The utility model provides a kind of X-type shear wall structure, clearer, clear and definite for making the purpose of this utility model, technical scheme and effect, below the utility model is further described.Should be appreciated that specific embodiment described herein is only in order to explain the utility model, and be not used in restriction the utility model.
The utility model provides a kind of X-type shear wall structure, as shown in Figure 1, it comprises the middle guide 1 for the body of wall height is divided equally, and the top of described middle guide 1 is provided with upper rail 2, below is provided with lower guideway 3, is provided with at least one pair of joint pin 4 between described upper rail 2 and described lower guideway 3, and described a pair of joint pin 4 is arranged in a crossed manner between described upper rail 2 and described lower guideway 3, be X-shaped and arrange, the crosspoint of described a pair of joint pin 4 is arranged on described middle guide 1.The described middle guide 1 of a level is set at high 1/2 place of body of wall, body of wall is divided into to upper and lower two parts, and the calculated length that has reduced joint pin 4 is conducive to the stability of joint pin 4, joint pin 4 adopts the X-shaped of certain angle to be connected with described middle guide 1, and the crosspoint of joint pin 4 can adopt angle steel and tapping screw to be connected described middle guide 1 reliably.The utility model is mainly used in cold bending thin wall house scope, and because joint pin 4 is oblique layout, during lateral load in body of wall has vertical load and wall plane, joint pin 4 is similar to the web member in trussed construction, and the ability of opposing load is provided.
In another preferred embodiment of the present utility model, described middle guide 1, described upper rail 2 are C type cold bending thin wall channel-section steel with described lower guideway 3, the notch of described upper rail 2 and described lower guideway 3 is all towards described middle guide 1, the notch that is described upper rail 2 is downward, and the notch of described lower guideway 3 upwards.Can also adopt more firmly frame mode, be provided with four pairs of joint pins 4 between described upper rail 2 and described lower guideway 3.Be respectively arranged with side column 5 between the two ends of the two ends of described upper rail 2 and described lower guideway 3, described side column 5 is connected with described upper rail 2, described lower guideway 3 respectively with tapping screw by the right angle angle steel, makes the general frame performance more stable.
Certainly; above explanation is only preferred embodiment of the present utility model; the utility model is not limited to enumerate above-described embodiment; should be noted that; any those of ordinary skill in the art are under the instruction of this manual; that makes allly is equal to alternative, obvious variant, within all dropping on the essential scope of this manual, ought to be subject to protection of the present utility model.
Claims (4)
1. an X-type shear wall structure, it comprises the middle guide for the body of wall height is divided equally, it is characterized in that, the top of described middle guide is provided with upper rail, below is provided with lower guideway, between described upper rail and described lower guideway, is provided with at least one pair of joint pin, and described a pair of joint pin is arranged in a crossed manner between described upper rail and described lower guideway, be X-shaped and arrange, the crosspoint of described a pair of joint pin is arranged on described middle guide.
2. X-type shear wall structure according to claim 1, is characterized in that, described middle guide, described upper rail and described lower guideway are C type cold bending thin wall channel-section steel, and the notch of described upper rail and described lower guideway is all towards described middle guide.
3. X-type shear wall structure according to claim 1, is characterized in that, is provided with four pairs of joint pins between described upper rail and described lower guideway.
4. X-type shear wall structure according to claim 1, is characterized in that, between the two ends of described upper rail and the two ends of described lower guideway, is respectively arranged with side column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202887415U CN203320737U (en) | 2013-05-24 | 2013-05-24 | X-type shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013202887415U CN203320737U (en) | 2013-05-24 | 2013-05-24 | X-type shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203320737U true CN203320737U (en) | 2013-12-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN2013202887415U Expired - Fee Related CN203320737U (en) | 2013-05-24 | 2013-05-24 | X-type shear wall structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN203320737U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499249A (en) * | 2016-12-19 | 2017-03-15 | 重庆大学 | A kind of assembled light gauge cold-formed steel shape framework Lateral Resistant System |
| CN106522633A (en) * | 2016-12-19 | 2017-03-22 | 重庆大学 | Assembly type cold-formed thin-walled steel truss support lateral force resistant system |
| CN107859205A (en) * | 2017-12-11 | 2018-03-30 | 天津大学建筑设计研究院 | A kind of pure steel plate shear force wall of grating type and its shear wall system of application |
| CN110984431A (en) * | 2019-11-26 | 2020-04-10 | 长安大学 | Keel inclined cold-bending steel shear wall with frame constraint |
| CN111335471A (en) * | 2020-03-17 | 2020-06-26 | 兰州理工大学 | Multi-story high-rise assembled steel structure frame center supporting body |
| CN111379319A (en) * | 2018-12-27 | 2020-07-07 | 海南华金钢构有限公司 | Assembled light steel building anti-seismic structure and anti-seismic system |
-
2013
- 2013-05-24 CN CN2013202887415U patent/CN203320737U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499249A (en) * | 2016-12-19 | 2017-03-15 | 重庆大学 | A kind of assembled light gauge cold-formed steel shape framework Lateral Resistant System |
| CN106522633A (en) * | 2016-12-19 | 2017-03-22 | 重庆大学 | Assembly type cold-formed thin-walled steel truss support lateral force resistant system |
| CN107859205A (en) * | 2017-12-11 | 2018-03-30 | 天津大学建筑设计研究院 | A kind of pure steel plate shear force wall of grating type and its shear wall system of application |
| CN111379319A (en) * | 2018-12-27 | 2020-07-07 | 海南华金钢构有限公司 | Assembled light steel building anti-seismic structure and anti-seismic system |
| CN110984431A (en) * | 2019-11-26 | 2020-04-10 | 长安大学 | Keel inclined cold-bending steel shear wall with frame constraint |
| CN111335471A (en) * | 2020-03-17 | 2020-06-26 | 兰州理工大学 | Multi-story high-rise assembled steel structure frame center supporting body |
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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: 20131204 Termination date: 20140524 |