CN205976087U - Can dismantle shear force wall assembly structure system - Google Patents
Can dismantle shear force wall assembly structure system Download PDFInfo
- Publication number
- CN205976087U CN205976087U CN201620872151.0U CN201620872151U CN205976087U CN 205976087 U CN205976087 U CN 205976087U CN 201620872151 U CN201620872151 U CN 201620872151U CN 205976087 U CN205976087 U CN 205976087U
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- CN
- China
- Prior art keywords
- connecting portion
- cylinder
- shear force
- shear wall
- force wall
- 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
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- 238000010276 construction Methods 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 238000004519 manufacturing process Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 5
- 238000009417 prefabrication Methods 0.000 abstract 2
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000001771 impaired Effects 0.000 description 1
- 230000002045 lasting Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Abstract
The utility model discloses a can dismantle shear force wall assembly structure system, including shear force wall, cylinder, shear force wall connecting portion, cylinder connecting portion, the both ends prefabrication of shear force wall has shear force wall connecting portion, and the prefabrication has the cylinder connecting portion around the cylinder, and shear force wall connecting portion are connected with the cooperation of cylinder connecting portion. The utility model provides a scheme has improved the be connected efficiency of shear force wall with the cylinder, has improved the convertibility of component. Messenger's structure cording has good anti side force nature and can improve shear force wall assembly structure's the stiffness, and compare in the wall body and cylinder connected mode of the adoption of traditional frame construction, the connecting plate has carried out welded connection in the mill with cylinder and shear force wall in advance, pass through the connecting plate through bolted connection through prefabricating the cylinder with precast shear wall, can realize that building structure shear force wall under effects such as earthquake takes place to restore when destroying and to carry out the function changed to it, thereby building structure's recoverability has been increaseed, and building structure's the feature of environmental protection has been promoted.
Description
Technical field
This utility model is related to building structure technology field, more particularly to a kind of detachable shear wall fabricated construction body
System.
Background technology
Conventional experience, test, theory find, frame concrete shear wall structure is often under seismic force effects
Shear wall first damages, and the lasting framework with earthquake is only possible to damage, so in the case of little shake or middle shake, may be only
It is that shear wall is impaired, and framework does not damage.
In existing shear force of frame wall system, shear wall is typically inlayed in framework, in the shear wall peace of steel frame
Typically shear wall periphery and framework are welded in dress, lead to job site workload big, need operations involving high pressure, and cut
Power wall cannot be fully effective after being subject to the action breaks down such as earthquake replacing the problems such as.Therefore, need one kind badly easily to carry out dismantling, more
Change and reduce the shear wall structure of job site workload.
Utility model content
The purpose of this utility model is that offer is a kind of is easily dismantled, changed and is reduced the removable of job site workload
Unload shear wall fabricated construction system.
For achieving the above object, this utility model provides following scheme：
A kind of detachable shear wall fabricated construction system, connects including shear wall, cylinder, shear wall connecting portion, cylinder
Portion, described shear wall two ends are prefabricated with described shear wall connecting portion, are prefabricated with described cylinder connecting portion around described cylinder, described
Shear wall connecting portion is connected with described cylinder connecting portion.
Optionally, described cylinder is steel column or concrete column, described shear wall connecting portion and described cylinder connecting portion by
Steel plate or section steel manufacture.
Optionally, described shear wall connecting portion is provided with multigroup bolt hole；It is provided with multigroup on described cylinder connecting portion
The bolt hole matching with described shear wall connecting portion.
Optionally, described cylinder is circular columns or polygon post.
Optionally, described pole section is square, and described cylinder surrounding is provided with described cylinder connecting portion.
This utility model achieves following technique effect with respect to prior art：
Detachable shear wall fabricated construction system in this utility model, improves the connection effect of shear wall and cylinder
Rate, and improve the convertibility of component.Structural system can be made to have good lateral resisting and shear wall can be improved
The integral rigidity of fabricated construction, and the body of wall compared to the employing of conventional frame structure and cylinder connected mode, this practicality is new
Connecting plate in type is to be welded to connect with cylinder and shear wall in factory in advance, by cutting prefabricated cylinder with prefabricated
Power wall passes through connecting plate through bolt connection, can achieve that building structure shear wall under the effect such as earthquake occurs not by above method
The function of it being changed during destruction being repaired, thus increasing the recoverability of building structure, and improving building
The feature of environmental protection of structure.
Brief description
In order to be illustrated more clearly that this utility model embodiment or technical scheme of the prior art, below will be to embodiment
In required use accompanying drawing be briefly described it should be apparent that, drawings in the following description are only of the present utility model
Some embodiments, for those of ordinary skill in the art, without having to pay creative labor, can also basis
These accompanying drawings obtain other accompanying drawings.
Fig. 1 is this utility model structural representation；
Fig. 2 is this utility model column structure schematic diagram；
Fig. 3 is this utility model shear wall structure schematic diagram；
Fig. 4 is this utility model connecting portion enlarged diagram；
Fig. 5 is this utility model structure top view；
In figure, 1, shear wall；2nd, cylinder；3rd, shear wall connecting portion；4th, cylinder connecting portion；5th, bolt.
Specific embodiment
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is carried out
Clearly and completely description is it is clear that described embodiment is only a part of embodiment of this utility model rather than whole
Embodiment.Based on the embodiment in this utility model, those of ordinary skill in the art are not under the premise of making creative work
The every other embodiment being obtained, broadly falls into the scope of this utility model protection.
Embodiment one：
As shown in figure 1, the present embodiment provides a kind of detachable shear wall fabricated construction system, including shear wall 1, cylinder
2nd, shear wall connecting portion 3, cylinder connecting portion 4, as shown in figure 3, described shear wall 1 two ends are prefabricated with described shear wall connecting portion 3,
It is prefabricated with described cylinder connecting portion 4, described shear wall connecting portion 3 is with described cylinder connecting portion 4 cooperation even around described cylinder 2
Connect.
Embodiment two：
The present embodiment is improved embodiment on the basis of embodiment one, and described cylinder 2 is steel column, and described shear wall is even
Socket part 3 is made by steel plate with described cylinder connecting portion 4.
The upper, middle and lower of described shear wall connecting portion 3 is respectively provided with one group of bolt hole；Described cylinder connecting portion 4
On be provided with the bolt hole matching with described shear wall connecting portion 3.
Described cylinder 2 is circular columns, and cylinder is uniformly distributed on peripheries with five described cylinder connecting portions 4, and each described cylinder connects
Portion 4 connects a described shear wall 1.
Embodiment three：
The present embodiment is improved embodiment on the basis of embodiment two, as shown in Fig. 2 described cylinder 2 section is just
Square, described cylinder 2 surrounding is provided with described cylinder connecting portion 4, and each described cylinder connecting portion 4 connects a described shearing
Wall 1.
Apply specific case in this specification principle of the present utility model and embodiment are set forth, above reality
The explanation applying example is only intended to help understand method of the present utility model and its core concept；General simultaneously for this area
Technical staff, according to thought of the present utility model, all will change in specific embodiments and applications.To sum up institute
State, this specification content should not be construed as to restriction of the present utility model.
Claims (5)
1. a kind of detachable shear wall fabricated construction system it is characterised in that include shear wall, cylinder, shear wall connecting portion,
Cylinder connecting portion, described shear wall two ends are prefabricated with described shear wall connecting portion, are prefabricated with described cylinder even around described cylinder
Socket part, described shear wall connecting portion is connected with described cylinder connecting portion.
2. detachable shear wall fabricated construction system according to claim 1 is it is characterised in that described cylinder is steel column
Or concrete column, described shear wall connecting portion and described cylinder connecting portion are by steel plate or section steel manufacture.
3. detachable shear wall fabricated construction system according to claim 1 is it is characterised in that described shear wall connects
Multigroup bolt hole is provided with portion；The bolt that multigroup and described shear wall connecting portion matches is provided with described cylinder connecting portion
Hole.
4. detachable shear wall fabricated construction system according to claim 1 is it is characterised in that described cylinder is circle
Post or polygon post.
5. detachable shear wall fabricated construction system according to claim 4 is it is characterised in that described pole section is
Square, described cylinder surrounding is provided with described cylinder connecting portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620872151.0U CN205976087U (en) | 2016-08-12 | 2016-08-12 | Can dismantle shear force wall assembly structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620872151.0U CN205976087U (en) | 2016-08-12 | 2016-08-12 | Can dismantle shear force wall assembly structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205976087U true CN205976087U (en) | 2017-02-22 |
Family
ID=59976887
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620872151.0U Expired - Fee Related CN205976087U (en) | 2016-08-12 | 2016-08-12 | Can dismantle shear force wall assembly structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205976087U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049710A (en) * | 2016-08-12 | 2016-10-26 | 余登 | Detachable assembly type shear wall structural system |
| CN107893487A (en) * | 2017-11-16 | 2018-04-10 | 林莉 | Stalk steel self-supporting assembled fills wall and construction method |
| CN112343212A (en) * | 2020-10-29 | 2021-02-09 | 四川省佳宇建设集团有限公司 | Combined light steel keel concrete mixed structure and construction method thereof |
-
2016
- 2016-08-12 CN CN201620872151.0U patent/CN205976087U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049710A (en) * | 2016-08-12 | 2016-10-26 | 余登 | Detachable assembly type shear wall structural system |
| CN107893487A (en) * | 2017-11-16 | 2018-04-10 | 林莉 | Stalk steel self-supporting assembled fills wall and construction method |
| CN112343212A (en) * | 2020-10-29 | 2021-02-09 | 四川省佳宇建设集团有限公司 | Combined light steel keel concrete mixed structure and construction method thereof |
| CN112343212B (en) * | 2020-10-29 | 2022-03-04 | 四川省佳宇建设集团有限公司 | Combined light steel keel concrete mixed structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170222 Termination date: 20210812 |