CN202672406U - Double-board laminated concrete shear wall - Google Patents
Double-board laminated concrete shear wall Download PDFInfo
- Publication number
- CN202672406U CN202672406U CN 201220298985 CN201220298985U CN202672406U CN 202672406 U CN202672406 U CN 202672406U CN 201220298985 CN201220298985 CN 201220298985 CN 201220298985 U CN201220298985 U CN 201220298985U CN 202672406 U CN202672406 U CN 202672406U
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- wallboard
- concrete shear
- shear force
- laminated
- type concrete
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Abstract
The utility model discloses a double-board laminated concrete shear wall, which comprises a laminated wallboard prefabricated part, laminated wallboard truss steel bars and a laminated wallboard cast-in-place part, wherein the laminated wallboard prefabricated part comprises an external wallboard and an inner wallboard, a heat preservation layer is arranged inside the external wallboard, and a reinforcing mesh is arranged inside the heat preservation layer. A heat preservation board is arranged inside the external wallboard of the double-board laminated shear wall, so that heat preservation is really as long as the structure in service life; and the reinforcing mesh is arranged inside the heat preservation board, so that the anti-seismic performance of a house is greatly enhanced. Through the shear wall, materials can be effectively saved, the labor force is reduced, and the working efficiency is improved.
Description
Technical field
The utility model relates to dual platen superposed type concrete shear force wall, belongs to building field.
Background technology
The construction method of present China still is in extensive developing stage, and there is a big difference for energy-saving and emission-reduction consumption reduction that this and country propose and the requirement of structure resource-conserving and environment-friendly society.Be mainly manifested in: industrialization level and labor productivity are low; A little less than technological innovation and the integration capability; Resource and the energy have high input, and carrying capacity of environment is heavy, and regenerative resource is used small scale under construction; The house's vives is short, and quality and performance can't be entirely satisfactory.
Developed country's housing industrialization levels such as America and Europe and Japan are very ripe, so the developing industry building is the inexorable trend of Present Domestic.Use at present concrete prefabricated assembled architecture automatic production line abroad, take the building operations drawing as the basis, adopt advanced supporting refinement system (body of wall, floor, arrangement of reinforcement etc.), design and construction drawing and mill work integration have effectively been solved, finish accurately making, process various components with the automatic assembly line of automation circulating system control in inside plants, can assemble on construction ground use after dispatching from the factory, substitute original manual work mode.
But external superposed type shear wall structure is to produce according to external relevant actual conditions design, and not in full conformity with the national conditions of China, shows especially shock resistance aspect and heat-insulating property aspect.
The utility model content
The utility model provides a kind of dual platen superposed type concrete shear force wall for the problem in the background technology, and purpose is: improve the heat-insulating property of body of wall, strengthen the shock resistance in house.
Technical solution of the present utility model:
A kind of dual platen superposed type concrete shear force wall, comprise superimposed wallboard pre-erection, superimposed wallboard truss bars and the cast-in-place part of superimposed wallboard, superimposed wallboard pre-erection comprises side fascia and inner wall panel, it is characterized in that: install insulation layer additional in the side fascia inboard, described insulation layer inboard is provided with steel mesh reinforcement.
Described insulation layer material comprises EPS plate, glass rock cotton board, polyphenyl plate and polyurethane foam.
Described steel mesh reinforcement comprises vertical distribution reinforcement and transversely distributed steelbar.
Described superimposed wallboard truss bars arrangement pitch≤1200mm on wallboard.
The beneficial effects of the utility model:
The design is equipped with warming plate in the box-like shear wall outside plate of Double-side laminated inboard, carry out integrated production with dual platen superposed type shear wall, truly reach insulation and same life-span of structure, thoroughly solving fire disaster hidden danger that China for many years brings by heat insulating material aspect building energy conservation and insulation and structure can not be with the problem in life-span, has solved after the house is delivered for use at least the at most more than ten years waste that insulation brings of need again reforming in several years; At the inboard steel mesh reinforcement that increases of warming plate, greatly strengthened the anti-seismic performance in house simultaneously.The utility model is economical with materials effectively, reduces the labour, increases work efficiency.
Description of drawings
Fig. 1 is the vertical cross-sectional schematic of dual platen superposed type concrete shear force wall before improving.
Fig. 2 is the horizontal cross-sectional schematic of dual platen superposed type concrete shear force wall before improving.
Fig. 3 is the vertical cross-sectional schematic of dual platen superposed type concrete shear force wall after improving.
Fig. 4 is the horizontal cross-sectional schematic of dual platen superposed type concrete shear force wall after improving.
Among the figure: 1-1, side fascia; 1-2, inner wall panel; 2, transversely distributed steelbar; 3, vertical distribution reinforcement; 4, the cast-in-place part of superimposed wallboard; 5, superimposed wallboard truss bars; 6, insulation layer 7, the inboard vertically distribution reinforcement of insulation layer; 8, the inboard transversely distributed steelbar of insulation layer.
The specific embodiment
Specifically describe the utility model below in conjunction with accompanying drawing.
As depicted in figs. 1 and 2, the external dual platen superposed type concrete shear force wall that uses comprises superimposed wallboard pre-erection, superimposed wallboard truss bars 5 and the cast-in-place part 4 of superimposed wallboard, superimposed wallboard pre-erection comprises side fascia 1-1 and inner wall panel 1-2, all be covered with steel mesh reinforcement on side fascia 1-1 and the inner wall panel 1-2, steel mesh reinforcement comprises transversely distributed steelbar 2 and vertical distribution reinforcement 3.Inner wall panel 1-2 is connected superimposed wallboard truss bars 5 and connects with side fascia 1-1, the centre is the cast-in-place part 4 of superimposed wallboard.
As shown in Figure 3 and Figure 4, dual platen superposed type concrete shear force wall after the improvement, install insulation layer 6 additional in side fascia 1-1 inboard, carry out integrated production with dual platen superposed type shear wall, truly reach insulation and same life-span of structure, solving fire disaster hidden danger that China for many years brings by heat insulating material aspect building energy conservation and insulation and structure can not be with the problem in life-span.Described insulation layer 6 inboards are provided with steel mesh reinforcement, and steel mesh reinforcement comprises the inboard vertically distribution reinforcement 7 of insulation layer and the inboard transversely distributed steelbar 8 of insulation layer, has strengthened anti-seismic performance.
Claims (4)
1. dual platen superposed type concrete shear force wall, comprise superimposed wallboard pre-erection, superimposed wallboard truss bars and the cast-in-place part of superimposed wallboard, superimposed wallboard pre-erection comprises side fascia and inner wall panel, it is characterized in that: install insulation layer additional in the side fascia inboard, described insulation layer inboard is provided with steel mesh reinforcement.
2. a kind of dual platen superposed type concrete shear force wall as claimed in claim 1, it is characterized in that: described insulation layer material comprises EPS plate, glass rock cotton board, polyphenyl plate and polyurethane foam.
3. a kind of dual platen superposed type concrete shear force wall as claimed in claim 1, it is characterized in that: described steel mesh reinforcement comprises vertical distribution reinforcement and transversely distributed steelbar.
4. a kind of dual platen superposed type concrete shear force wall as claimed in claim 1 is characterized in that: described superimposed wallboard truss bars arrangement pitch≤1200mm on wallboard.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220298985 CN202672406U (en) | 2012-06-26 | 2012-06-26 | Double-board laminated concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220298985 CN202672406U (en) | 2012-06-26 | 2012-06-26 | Double-board laminated concrete shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202672406U true CN202672406U (en) | 2013-01-16 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220298985 Expired - Fee Related CN202672406U (en) | 2012-06-26 | 2012-06-26 | Double-board laminated concrete shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202672406U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102720284A (en) * | 2012-06-26 | 2012-10-10 | 张钟元 | Double-board laminated type concrete shear wall and production process thereof |
| CN103334519A (en) * | 2013-07-26 | 2013-10-02 | 黑龙江宇辉新型建筑材料有限公司 | Preformed hole grouting reinforcement indirect splicing constraint anchor connecting member and connection method |
| CN103437458A (en) * | 2013-09-06 | 2013-12-11 | 南京工业大学 | Precast concrete double-board shear wall with internal inclined braces and construction method for same |
| CN103628594A (en) * | 2013-12-16 | 2014-03-12 | 长沙远大住宅工业有限公司 | Cast-in-place shear wall structure equivalent to prefabricated sandwiched superposed shear wall continuous steel bar |
| CN103669649A (en) * | 2013-12-03 | 2014-03-26 | 南京工业大学 | Self-thermal-insulation laminated slab type shear wall with built-in hidden supports |
| CN103883041A (en) * | 2014-03-21 | 2014-06-25 | 北京工业大学 | Externally-coated steel wire gauze mortar plate foamed concrete Z-shaped energy-saving bearing wall and manufacturing method |
| CN105113667A (en) * | 2015-09-15 | 2015-12-02 | 万保金 | Prefabricated steel bar truss wall mould shell |
| CN105538500A (en) * | 2015-12-07 | 2016-05-04 | 宝业集团浙江建设产业研究院有限公司 | Precast concrete sandwich insulated laminated slab outer wall and manufacturing method thereof |
| CN107419844A (en) * | 2017-08-29 | 2017-12-01 | 上海践道建筑科技有限公司 | Superposed type wallboard |
| CN109138218A (en) * | 2018-09-30 | 2019-01-04 | 同济大学 | A kind of Double-side laminated co-clip heart heat-preservation shear wall |
-
2012
- 2012-06-26 CN CN 201220298985 patent/CN202672406U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102720284A (en) * | 2012-06-26 | 2012-10-10 | 张钟元 | Double-board laminated type concrete shear wall and production process thereof |
| CN103334519A (en) * | 2013-07-26 | 2013-10-02 | 黑龙江宇辉新型建筑材料有限公司 | Preformed hole grouting reinforcement indirect splicing constraint anchor connecting member and connection method |
| CN103437458A (en) * | 2013-09-06 | 2013-12-11 | 南京工业大学 | Precast concrete double-board shear wall with internal inclined braces and construction method for same |
| CN103669649A (en) * | 2013-12-03 | 2014-03-26 | 南京工业大学 | Self-thermal-insulation laminated slab type shear wall with built-in hidden supports |
| CN103628594A (en) * | 2013-12-16 | 2014-03-12 | 长沙远大住宅工业有限公司 | Cast-in-place shear wall structure equivalent to prefabricated sandwiched superposed shear wall continuous steel bar |
| CN103628594B (en) * | 2013-12-16 | 2016-05-11 | 长沙远大住宅工业集团有限公司 | Prefabricated sandwich overlapped shear wall continuity reinforcement(bar) is equal to cast-in-place shear wall structure |
| CN103883041A (en) * | 2014-03-21 | 2014-06-25 | 北京工业大学 | Externally-coated steel wire gauze mortar plate foamed concrete Z-shaped energy-saving bearing wall and manufacturing method |
| CN105113667A (en) * | 2015-09-15 | 2015-12-02 | 万保金 | Prefabricated steel bar truss wall mould shell |
| CN105538500A (en) * | 2015-12-07 | 2016-05-04 | 宝业集团浙江建设产业研究院有限公司 | Precast concrete sandwich insulated laminated slab outer wall and manufacturing method thereof |
| CN107419844A (en) * | 2017-08-29 | 2017-12-01 | 上海践道建筑科技有限公司 | Superposed type wallboard |
| CN109138218A (en) * | 2018-09-30 | 2019-01-04 | 同济大学 | A kind of Double-side laminated co-clip heart heat-preservation shear wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Yuanda Architecture Science and Technology Co. Ltd. Assignor: Zhang Zhongyuan Contract record no.: 2015320000414 Denomination of utility model: Double-board laminated type concrete shear wall and production process thereof Granted publication date: 20130116 License type: Exclusive License Record date: 20150610 |
|
| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130116 Termination date: 20150626 |
|
| EXPY | Termination of patent right or utility model |