CN200952198Y - Heat insulation shear wall - Google Patents
Heat insulation shear wall Download PDFInfo
- Publication number
- CN200952198Y CN200952198Y CN 200620034673 CN200620034673U CN200952198Y CN 200952198 Y CN200952198 Y CN 200952198Y CN 200620034673 CN200620034673 CN 200620034673 CN 200620034673 U CN200620034673 U CN 200620034673U CN 200952198 Y CN200952198 Y CN 200952198Y
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- China
- Prior art keywords
- heat
- central layer
- shear wall
- proof central
- lightweight heat
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Abstract
The utility model discloses a thermal insulating shearing wall which comprises a shearing wall body (10) and a lightweight thermal insulating core plate (20). A steel network sheet (22) is arranged outside and extends along inner surface of the lightweight thermal insulating core plate (20). The steel network sheet (22) is fixedly connected with the lightweight thermal insulating core plate (20) via a supporting connecting element (21). The in-situ cast shearing wall body (10) is combined with the lightweight thermal insulating plate (20) by burying the steel network sheet (22) therein. The utility model has beneficial effects that stable and long-termed combination between the shearing wall body and the lightweight thermal insulating core plate is achieved, good integrity of the thermal insulating shearing wall is obtained, and simplified construction process and shortened construction time can be realized by using the lightweight thermal insulating core plate as template structure for casting the shearing wall body during construction.
Description
Technical field
The utility model relates to construction wall, particularly a kind of shear wall that combines with lightweight thermal baffle.
Background technology
Shear wall structure rigidity is big, and globality and shock resistance are good, and steel using amount is economized, and has obtained extensive use in livabilitys such as high residential building, hotel building.The shear wall body of wall adopts cast-in-situ concrete construction, has good heat insulation and heat-insulating property for making building, often the prefabricated lightweight thermal baffle that combines with it need be set outside the shear wall body of wall, to form the heat-insulated shear wall structure.At present, combine the mode that adopts anchoring and/or applying glue to cohere between shear wall and the lightweight thermal baffle more, its weak point is to be difficult to form between shear wall body of wall and lightweight thermal baffle lasting and firm combining, the inefficacy loosening or viscose of anchor pole can cause the lightweight thermal baffle displacement, even peel off from shear wall, therefore globality is relatively poor, and working procedure is many, and construction period is longer.
The utility model content
Technical problem to be solved in the utility model provides a kind of heat-insulated shear wall, and it not only has good whole, and can shorten construction period effectively.
The technical scheme that its technical problem that solves the utility model adopts is: heat-insulated shear wall of the present utility model, constitute by shear wall body of wall and lightweight heat-proof central layer, it is characterized in that: the inner plate surface of described lightweight heat-proof central layer is outside equipped with the steel fabric sheet that stretches along the plate face, and this steel fabric sheet is fixedlyed connected with the lightweight heat-proof central layer by the support and connection member; The shear wall body of wall of cast-in-place formation is realized in it and the combining of lightweight heat-proof central layer by described steel fabric sheet is buried in.
As improvement of the technical scheme, for can be easily the external surface of heat-insulated shear wall being carried out follow-up construction, the outer plate surface of described lightweight heat-proof central layer is outside equipped with the steel fabric sheet that stretches along the plate face, and this steel fabric sheet is fixedlyed connected with the lightweight heat-proof central layer by the support and connection member.Can be easily by modes such as spraying, smear, layer of concrete outside on the outer plate surface of lightweight heat-proof central layer, forming, the construction that can outside this, paste ornament materials such as ceramic tile further on the layer of concrete.The outer layer of concrete that is arranged so that of this steel fabric sheet can be attached on the lightweight heat-proof central layer external surface securely.
The beneficial effects of the utility model are, can form lasting and firm combining between shear wall body of wall and lightweight heat-proof central layer, and the body of wall of the heat-insulated shear wall that is constituted has good whole; Because therefore the lightweight heat-proof central layer can reduce working procedure simultaneously as the structure of transvers plate of cast shear wall body of wall in work progress, construction period is shortened dramatically.
Description of drawings
This manual comprises following four width of cloth accompanying drawings:
Fig. 1 is the structural representation of the utility model heat-insulated shear wall;
Fig. 2 is the vertical view of lightweight heat-proof central layer in the utility model heat-insulated shear wall;
Fig. 3 is the sectional view along A-A line among Fig. 2;
Fig. 4 is the sectional view along B-B line among Fig. 2.
Component, toponym and corresponding mark among the figure: shear wall body of wall 10, anchor pole 11, lightweight heat-proof central layer 20, support and connection member 21, steel fabric sheet 22, steel fabric sheet 23, anchor hole 24, splicing breach 25, splicing breach 26, corner steel fabric sheet 27, outer layer of concrete 28.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further specified.
With reference to Fig. 1, heat-insulated shear wall of the present utility model is made of shear wall body of wall 10 and lightweight heat-proof central layer 20.The inner plate surface of described lightweight heat-proof central layer 20 is outside equipped with the steel fabric sheet 22 that stretches along the plate face, and this steel fabric sheet 22 is fixedlyed connected with lightweight heat-proof central layer 20 by support and connection member 21.The shear wall body of wall 10 of cast-in-place formation is realized in it and the combining of lightweight heat-proof central layer 20 by described steel fabric sheet 22 is buried in.Obviously, the taking and can between shear wall body of wall 10 and lightweight heat-proof central layer 20, form lasting and firm combining of aforementioned techniques measure, the body of wall of the heat-insulated shear wall that is constituted has good whole.Because therefore lightweight heat-proof central layer 20 can reduce working procedure simultaneously as the structure of transvers plate of cast shear wall body of wall 10 in work progress, construction period is shortened dramatically.Described lightweight heat-proof central layer 20 is that raw material mixes the back by a certain percentage and pours into a mould pre-formed framed in expanded perlite, sodium silicate, water-repellent agent, water etc., also can adopt other types lightweight heat-proof raw material pre-formed, that lightweight heat-proof central layer 20 has is in light weight and heat insulation, insulation and the good characteristics of sound insulation value.
For can be easily the external surface of heat-insulated shear wall being carried out follow-up construction, with reference to Fig. 1 and Fig. 3, the outer plate surface of described lightweight heat-proof central layer 20 is outside equipped with the steel fabric sheet 23 that stretches along the plate face, and this steel fabric sheet 23 is fixedlyed connected with lightweight heat-proof central layer 20 by support and connection member 21.Can be easily by modes such as spraying, smear, layer of concrete 28 outside on the outer plate surface of lightweight heat-proof central layer 20, forming, the construction that can outside this, paste ornament materials such as ceramic tile on the layer of concrete 28 further.The outer layer of concrete 28 that is arranged so that of this steel fabric sheet 23 can be attached on lightweight heat-proof central layer 20 external surfaces securely.With reference to Fig. 1 and Fig. 3, Fig. 4, for adapting to the needs of construction better, described lightweight heat-proof central layer 20 plate body two ends have stepped splicing breach 25,26 respectively, and splicing breach 25 is reverse and suitable with splicing breach 26.With reference to Fig. 1, can set up corner steel fabric sheet 27 at the splicing position of two lightweight heat-proof central layers 20 of turnover splicing in the construction at the scene, corner steel fabric sheet 27 usefulness bundles roll on steel fabric sheet 23, to form continuous steel fabric sheet outside the external surface of the lightweight heat-proof central layer 20 of each splicing.
Described support and connection member 21 can adopt multiple mode, make it can adopt apart from lightweight heat-proof central layer 20 plate face certain distances and the member that is fixed as long as can form to support to steel fabric sheet 22,23, shown in Fig. 3 be preferred embodiment a kind of.With reference to Fig. 3, described support and connection member 21 is that at least two intervals are embedded in the steel wire that the W type bends continuously that is in the lightweight heat-proof central layer 20, the inside and outside kink of this steel wire stretches out lightweight heat-proof central layer 20 inside and outside plate faces respectively, and described steel fabric sheet 22,23 can roll by welding or bundle and be separately fixed on the described inside and outside kink.Support and connection member 21 can adopt the zinc-plated cold group of steel wire of φ 4mm to make, and steel fabric sheet 22,23 can be made by the zinc-plated cold group of steel wire of φ 2mm, and its size of mesh opening generally is advisable with 50 * 50mm.
More firm for shear wall body of wall 10 is combined with lightweight heat-proof central layer 20, with reference to Fig. 2 and Fig. 4, the spaced apart anchor hole 24 that connected its inside and outside plate face that is provided with on the described lightweight heat-proof central layer 20.With reference to Fig. 1, fixedly connected with the constructional reinforcement in the shear wall body of wall 10 in the front portion of passing the anchor pole 11 of anchor hole 24.
It is pointed out that some principles of top described the utility model heat-insulated shear wall that just explains through diagrams.Because the those of ordinary skill to constructed field is easy to carry out on this basis some modifications and change, therefore this manual be not be the utility model heat-insulated shear wall to be confined to shown in and in the described concrete structure and the scope of application, so every the corresponding modify and equivalent that might be utilized all belongs to the claim that the utility model is applied for.
Claims (5)
1, heat-insulated shear wall, constitute by shear wall body of wall (10) and lightweight heat-proof central layer (20), it is characterized in that: the inner plate surface of described lightweight heat-proof central layer (20) is outside equipped with the steel fabric sheet (22) that stretches along the plate face, and this steel fabric sheet (22) is fixedlyed connected with lightweight heat-proof central layer (20) by support and connection member (21); The shear wall body of wall (10) of cast-in-place formation is realized in it and the combining of lightweight heat-proof central layer (20) by described steel fabric sheet (22) is buried in.
2, heat-insulated shear wall as claimed in claim 1, it is characterized in that: the outer plate surface of described lightweight heat-proof central layer (20) is outside equipped with the steel fabric sheet (23) that stretches along the plate face, and this steel fabric sheet (23) is fixedlyed connected with lightweight heat-proof central layer (20) by support and connection member (21).
3, heat-insulated shear wall as claimed in claim 2, it is characterized in that: described support and connection member (21) is embedded in the interior steel wire that is the continuous bending of W type of lightweight heat-proof central layer (20) at least two intervals, and the inside and outside kink of this steel wire stretches out the inside and outside plate face of lightweight heat-proof central layer (20) respectively; Described steel fabric sheet (22,23) rolls by welding or bundle and is separately fixed on the described inside and outside kink.
4, as claim 2 or 3 described heat-insulated shear walls, it is characterized in that: described lightweight heat-proof central layer (20) is gone up the spaced apart anchor hole (24) that connected its inside and outside plate face that is provided with, and fixedlys connected with the constructional reinforcement in the shear wall body of wall (10) in the front portion of passing the anchor pole (11) of anchor hole (24).
5, as claim 1,2 or 3 described heat-insulated shear walls, it is characterized in that: described lightweight heat-proof central layer (20) plate body two ends have stepped splicing breach (25,26) respectively, and splicing breach (25) is reverse and suitable with splicing breach (26).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620034673 CN200952198Y (en) | 2006-06-21 | 2006-06-21 | Heat insulation shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620034673 CN200952198Y (en) | 2006-06-21 | 2006-06-21 | Heat insulation shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN200952198Y true CN200952198Y (en) | 2007-09-26 |
Family
ID=38810498
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620034673 Expired - Fee Related CN200952198Y (en) | 2006-06-21 | 2006-06-21 | Heat insulation shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN200952198Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102777025A (en) * | 2012-08-10 | 2012-11-14 | 昆山乔锐金属制品有限公司 | Composite sandwich panel |
| CN102888912A (en) * | 2010-03-19 | 2013-01-23 | 南通建筑工程总承包有限公司 | L-type shear wall horizontal connecting node |
| CN103938792A (en) * | 2014-05-12 | 2014-07-23 | 韩秀军 | Built-in beam column composite wall plate |
| CN105756236A (en) * | 2016-04-14 | 2016-07-13 | 西安建筑科技大学 | Column flange post-tensioning steel-concrete partial combination frame-steel plate shear wall structure |
| CN106894541A (en) * | 2017-03-16 | 2017-06-27 | 南昌大学 | A kind of combinable prefabricated regeneration concrete sandwiched thermal-insulating wall |
-
2006
- 2006-06-21 CN CN 200620034673 patent/CN200952198Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102888912A (en) * | 2010-03-19 | 2013-01-23 | 南通建筑工程总承包有限公司 | L-type shear wall horizontal connecting node |
| CN102777025A (en) * | 2012-08-10 | 2012-11-14 | 昆山乔锐金属制品有限公司 | Composite sandwich panel |
| CN103938792A (en) * | 2014-05-12 | 2014-07-23 | 韩秀军 | Built-in beam column composite wall plate |
| CN105756236A (en) * | 2016-04-14 | 2016-07-13 | 西安建筑科技大学 | Column flange post-tensioning steel-concrete partial combination frame-steel plate shear wall structure |
| CN105756236B (en) * | 2016-04-14 | 2018-02-27 | 西安建筑科技大学 | Post edge of a wing post-stretching steel and concrete parts group frame steel plate shear wall structure |
| CN106894541A (en) * | 2017-03-16 | 2017-06-27 | 南昌大学 | A kind of combinable prefabricated regeneration concrete sandwiched thermal-insulating wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |