CN201217862Y - Precast concrete short-pier shear wall with filling type wall board - Google Patents
Precast concrete short-pier shear wall with filling type wall board Download PDFInfo
- Publication number
- CN201217862Y CN201217862Y CNU200820090192XU CN200820090192U CN201217862Y CN 201217862 Y CN201217862 Y CN 201217862Y CN U200820090192X U CNU200820090192X U CN U200820090192XU CN 200820090192 U CN200820090192 U CN 200820090192U CN 201217862 Y CN201217862 Y CN 201217862Y
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- precast concrete
- shear wall
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- leg
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Abstract
The utility model relates to a precast concrete short-leg shear wall with a filling type wallboard. The ratio of the height and the thickness of the wall leg section of the precast concrete short-leg shear wall is 5 to 8, the section thickness of the wall body is not less than 200 mm according to the current standard requirement of China, and the stress performance of the precast concrete short-leg shear wall is between the stress performance of a special post and the stress performance of a common shear wall structure. Because the structure system of the precast concrete short-leg shear wall has good performance in construction, structure, construction cost, energy conservation, environmental protection, and the like, the precast concrete short-leg shear wall becomes a structure form which is best suitable for house construction at present. The precast concrete short-leg shear wall comprises a precast concrete wall leg (1) which is connected with a connecting beam (2), and a hole which is formed by the precast concrete wall leg (1) and the connecting beam (2) is filled by the filling type wallboard (3). The utility model is used for a total assembled type shear wall of house industrialization.
Description
Technical field:
The utility model relates to a kind of the precast concrete short-limb shear wall provided of housing industrialization that be suitable for.
Background technology:
Concrete shear wall with short piers is meant that the wall limb depth of section and the ratio of thickness are 5～8 seismic structural wall, earthquake resistant walls, according to the current Chinese code of practice requirement, wall section thickness is not less than 200mm, and the stress performance of concrete shear wall with short piers structure is between hetermorphiscal column and general shear wall structure.Because this structural system has good performance in many-sides such as building, structure, construction cost, energy-conserving and environment-protective, has now become the form of structure that is suitable for dwelling construction most.
But the original form of construction work of an on-the-spot template, assembling reinforcement, cast-in-place concrete is substantially also adopted in the construction of concrete shear wall with short piers structure at present, make that construction cost is big, site operation program and complex management, and the final structure construction quality also is difficult to obtain assurance.The comprehensive energy consumption of original in addition form of construction work building structure is higher, and construction mode is unfavorable for environment and energy-conservation, and the construction place is not easy to clean, construction noise seriously disturbs residents.Therefore in housing industrialization, adopt precast concrete short-limb shear wall provided structure Design method and construction, can remove all disadvantages of original form of construction work, make the advantage of short-shear wall structure to give full play to.
According to the housing industrialization construction mode, promptly adopt precast concrete short-limb shear wall provided structure, structural element is divided into the structural portion product of being made up of wall limb and coupling beam according to certain mode, the structural portion product are prefabrication, assembled steel reinforced connection is adopted in connection between the structural portion product, and the job site adopts lifting to install, and has therefore cancelled the complicated procedures of forming such as a template, assembling reinforcement, fluid concrete of original form of construction work, make site operation environment and condition improve greatly, speed of application is accelerated greatly.And prefabricate structural portion product specification unanimity, quality are unified, and the construction quality of building structure can access sufficient assurance.
Summary of the invention:
The purpose of this utility model provides that a kind of speed of application is fast, switching performance is reliably with the precast concrete short-limb shear wall provided structure of filling type wallboard.
Above-mentioned purpose realizes by following technical scheme:
Be with the precast concrete short-limb shear wall provided of filling type wallboard, its composition comprises: prefabricated concrete wall limb, and described wall limb is connected with coupling beam, and the hole that described wall limb and described coupling beam form adopts the filling type wallboard to fill.
Described band filling type wallboard precast concrete short-limb shear wall provided, described wall limb cross sectional shape is for being " one " font or " T " font or " L " font or " ten " font, described wall limb depth of section is 5～8 with the ratio of thickness.
Described band filling type wallboard precast concrete short-limb shear wall provided, the described wall limb outside is connected with heat insulation surface layer.
The beneficial effects of the utility model:
The utility model is suitable for the construction characteristics of housing industrialization, and the building course structural performance is reliable, construction quality is easy to guarantee, and is on-the-spot basic for doing operation, fully avoided all disadvantages of original form of construction work.Help environmental protection and energy saving, be suitable for extensive construction, help reducing construction cost, save construction fund.
Description of drawings:
Accompanying drawing 1 is a structural representation of the present utility model
The specific embodiment:
Embodiment 1:
The precast concrete short-limb shear wall provided structure of band filling type wallboard, its composition comprises: prefabricated concrete wall limb 1, described wall limb 1 is connected with coupling beam 2, and the hole that described wall limb 1 and described coupling beam 2 form adopts filling type wallboard 3 to fill.
Embodiment 2:
The precast concrete short-limb shear wall provided structure of described band filling type wallboard, described wall limb cross sectional shape is for being " one " font, described wall limb depth of section is 5～8 with the ratio of thickness.
Embodiment 3:
The precast concrete short-limb shear wall provided structure of described band filling type wallboard, described wall limb cross sectional shape is for being " T " font, described wall limb depth of section is 5～8 with the ratio of thickness.
Embodiment 4:
The precast concrete short-limb shear wall provided structure of described band filling type wallboard, described wall limb cross sectional shape is for being " L " font, described wall limb depth of section is 5～8 with the ratio of thickness.
Embodiment 5:
The precast concrete short-limb shear wall provided structure of described band filling type wallboard, described wall limb cross sectional shape is for being " ten " font, described wall limb depth of section is 5～8 with the ratio of thickness.
Embodiment 6:
The precast concrete short-limb shear wall provided structure of described band filling type wallboard, the described wall limb outside is connected with heat insulation surface layer 4.
Claims (3)
1. precast concrete short-limb shear wall provided with the filling type wallboard, its composition comprises: prefabricated concrete wall limb is characterized in that: described wall limb is connected with coupling beam, and the hole that described wall limb and described coupling beam form adopts the filling type wallboard to fill.
2. band filling type wallboard according to claim 1 precast concrete short-limb shear wall provided, it is characterized in that: described wall limb cross sectional shape is for being " one " font or " T " font or " L " font or " ten " font, and described wall limb depth of section is 5～8 with the ratio of thickness.
3. band filling type wallboard according to claim 1 and 2 precast concrete short-limb shear wall provided is characterized in that: the described wall limb outside is connected with heat insulation surface layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820090192XU CN201217862Y (en) | 2008-06-12 | 2008-06-12 | Precast concrete short-pier shear wall with filling type wall board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820090192XU CN201217862Y (en) | 2008-06-12 | 2008-06-12 | Precast concrete short-pier shear wall with filling type wall board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201217862Y true CN201217862Y (en) | 2009-04-08 |
Family
ID=40540694
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU200820090192XU Expired - Fee Related CN201217862Y (en) | 2008-06-12 | 2008-06-12 | Precast concrete short-pier shear wall with filling type wall board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201217862Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103556753A (en) * | 2013-10-08 | 2014-02-05 | 沈阳建筑大学 | Tooth-form connecting method of prefabricated integral shear wall and beam |
| CN107489296A (en) * | 2017-09-30 | 2017-12-19 | 沈阳建筑大学 | The energy-dissipating and shock-absorbing attachment structure and assembly method of assembly concrete coupling beam |
-
2008
- 2008-06-12 CN CNU200820090192XU patent/CN201217862Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103556753A (en) * | 2013-10-08 | 2014-02-05 | 沈阳建筑大学 | Tooth-form connecting method of prefabricated integral shear wall and beam |
| CN107489296A (en) * | 2017-09-30 | 2017-12-19 | 沈阳建筑大学 | The energy-dissipating and shock-absorbing attachment structure and assembly method of assembly concrete coupling beam |
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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: 20090408 Termination date: 20120612 |