CN106049710A - Detachable assembly type shear wall structural system - Google Patents
Detachable assembly type shear wall structural system Download PDFInfo
- Publication number
- CN106049710A CN106049710A CN201610662280.1A CN201610662280A CN106049710A CN 106049710 A CN106049710 A CN 106049710A CN 201610662280 A CN201610662280 A CN 201610662280A CN 106049710 A CN106049710 A CN 106049710A
- Authority
- CN
- China
- Prior art keywords
- shear wall
- connecting portion
- described cylinder
- prefabricated
- connecting portions
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/66—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete characterised by special cross-section of the elongated members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a detachable assembly type shear wall structural system which comprises a shear wall, columns, shear wall connecting portions and column connecting portions. The shear wall connecting portions are prefabricated at two ends of the shear wall, the column connecting portions are prefabricated on the peripheries of the columns, and the shear wall connecting portions and the column connecting portions are fittingly connected with one another. According to the scheme, the detachable assembly type shear wall structural system has the advantages that the connection efficiency of the shear wall and the columns and the replaceability of members can be improved; the structural system is good in lateral force resistance, and the integral rigidity of assembly type shear wall structures can be improved; connecting plates are preliminarily welded with the columns and the shear wall in a factory as compared with wall and column connection modes for the traditional frame structures, the prefabricated columns are connected with the prefabricated shear wall by the connecting plates via bolts, accordingly, functions of replacing the shear wall when the shear wall of a building structure is destructed in a non-repairable manner under the effects of earthquake and the like can be implemented, the repairability of the building structure can be improved, and the environmental friendliness of the building structure can be enhanced.
Description
Technical field
The present invention relates to building structure technology field, particularly relate to a kind of detachable shear wall fabricated construction system.
Background technology
Finding in conventional experience, test, theory, frame concrete shear wall structure is often under seismic force effects
Shear wall first damages, along with the lasting framework of 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 to inlay in framework, and the shear wall at steel frame is pacified
Dress is typically welded with framework by shear wall periphery, causes job site workload big, need operations involving high pressure, and cut
Power wall by cannot be fully effective after the action breaks down such as earthquake the problem such as replacing.Therefore, need one badly easily to carry out dismantling, more
Change and reduce the shear wall structure of job site workload.
Summary of the invention
It is an object of the invention to provide a kind of easily carrying out and dismantle, change and reduce detachably cutting of job site workload
Power wall fabricated construction system.
For achieving the above object, the invention 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 organizes bolt hole more；It is provided with many groups on described cylinder connecting portion
The bolt hole matched 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.
The present invention achieves techniques below effect relative to prior art:
Detachable shear wall fabricated construction system in the present invention, improves the joint efficiency of shear wall and cylinder, and
And improve the convertibility of component.Structural system can be made to have good lateral resisting and shear wall assembled can be improved
The integral rigidity of structure, and the body of wall used compared to conventional frame structure and cylinder connected mode, the connection in the present invention
Plate is to be welded to connect with cylinder and shear wall in factory in advance, by being passed through even with precast shear wall by prefabricated cylinder
Fishplate bar connects through bolt, can realize building structure shear wall generation unrepairable under the effects such as earthquake by above method and destroy
Time the function that it can be replaced, thus increase the recoverability of building structure, and improve the environmental protection of building structure
Property.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to institute in embodiment
The accompanying drawing used is needed to be briefly described, it should be apparent that, the accompanying drawing in describing below is only some enforcements of the present invention
Example, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to according to these accompanying drawings
Obtain other accompanying drawing.
Fig. 1 is present configuration schematic diagram；
Fig. 2 is column structure schematic diagram of the present invention；
Fig. 3 is shear wall structure schematic diagram of the present invention；
Fig. 4 is connecting portion enlarged diagram of the present invention；
Fig. 5 is present configuration top view；
In figure, 1, shear wall；2, cylinder；3, shear wall connecting portion；4, cylinder connecting portion；5, bolt.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Describe, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments wholely.Based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under not making creative work premise
Embodiment, broadly falls into the scope of protection of the invention.
Embodiment one:
As it is shown in figure 1, the present embodiment provides a kind of detachable shear wall fabricated construction system, including shear wall 1, cylinder
2, shear wall connecting portion 3, cylinder connecting portion 4, as it is shown on figure 3, described shear wall 1 two ends are prefabricated with described shear wall connecting portion 3,
Being prefabricated with described cylinder connecting portion 4 around described cylinder 2, described shear wall connecting portion 3 coordinates with described cylinder connecting portion 4 even
Connect.
Embodiment two:
The present embodiment is the embodiment improved on the basis of embodiment one, and described cylinder 2 is steel column, and described shear wall is even
Meet portion 3 to make 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 matched 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 the embodiment improved on the basis of embodiment two, as in figure 2 it is shown, described cylinder 2 cross 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.
This specification applies specific case principle and the embodiment of the present invention are set forth, above example
Explanation be only intended to help to understand method and the core concept thereof of the present invention；Simultaneously for one of ordinary skill in the art,
According to the thought of the present invention, the most all will change.In sum, in this specification
Hold and should not be construed as limitation of the present invention.
Claims (5)
1. a 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
Meeting portion, described shear wall connecting portion is connected with described cylinder connecting portion.
Detachable shear wall fabricated construction system the most according to claim 1, 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.
Detachable shear wall fabricated construction system the most according to claim 1, it is characterised in that described shear wall connects
It is provided with in portion and organizes bolt hole more；It is provided with on described cylinder connecting portion and organizes the bolt matched with described shear wall connecting portion more
Hole.
Detachable shear wall fabricated construction system the most according to claim 1, it is characterised in that described cylinder is circular
Post or polygon post.
Detachable shear wall fabricated construction system the most according to claim 4, 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 |
|---|---|---|---|
| CN201610662280.1A CN106049710A (en) | 2016-08-12 | 2016-08-12 | Detachable assembly type shear wall structural system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610662280.1A CN106049710A (en) | 2016-08-12 | 2016-08-12 | Detachable assembly type shear wall structural system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106049710A true CN106049710A (en) | 2016-10-26 |
Family
ID=57482007
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610662280.1A Pending CN106049710A (en) | 2016-08-12 | 2016-08-12 | Detachable assembly type shear wall structural system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106049710A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110219392A (en) * | 2019-06-25 | 2019-09-10 | 阿克苏浩瀚工程咨询有限公司 | A kind of earthquake-resistant anti-collapse fabricated shear wall |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0325173A (en) * | 1989-06-22 | 1991-02-01 | Shimizu Corp | Vibration control construction of partition wall |
| CN203808237U (en) * | 2014-04-30 | 2014-09-03 | 智性科技南通有限公司 | Tall building structure system with prefabricated assembled type buckling-restrained steel plate shear walls |
| CN105735527A (en) * | 2016-02-04 | 2016-07-06 | 东南大学 | Shear wall with two sides connected with wholly-assembled double-layer pre-folded-line steel plates |
| CN105804283A (en) * | 2016-05-18 | 2016-07-27 | 福建工程学院 | Full assembly type steel pipe concrete side frame combined shear wall structure |
| CN205976087U (en) * | 2016-08-12 | 2017-02-22 | 余登 | Can dismantle shear force wall assembly structure system |
-
2016
- 2016-08-12 CN CN201610662280.1A patent/CN106049710A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0325173A (en) * | 1989-06-22 | 1991-02-01 | Shimizu Corp | Vibration control construction of partition wall |
| CN203808237U (en) * | 2014-04-30 | 2014-09-03 | 智性科技南通有限公司 | Tall building structure system with prefabricated assembled type buckling-restrained steel plate shear walls |
| CN105735527A (en) * | 2016-02-04 | 2016-07-06 | 东南大学 | Shear wall with two sides connected with wholly-assembled double-layer pre-folded-line steel plates |
| CN105804283A (en) * | 2016-05-18 | 2016-07-27 | 福建工程学院 | Full assembly type steel pipe concrete side frame combined shear wall structure |
| CN205976087U (en) * | 2016-08-12 | 2017-02-22 | 余登 | Can dismantle shear force wall assembly structure system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110219392A (en) * | 2019-06-25 | 2019-09-10 | 阿克苏浩瀚工程咨询有限公司 | A kind of earthquake-resistant anti-collapse fabricated shear wall |
| CN110219392B (en) * | 2019-06-25 | 2020-12-01 | 江西建邦建设集团有限公司 | Anti-earthquake collapse-proof assembled shear wall |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161026 |
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| RJ01 | Rejection of invention patent application after publication |