CN2606772Y - Building net plate of epitaxial steel bar skeleton - Google Patents
Building net plate of epitaxial steel bar skeleton Download PDFInfo
- Publication number
- CN2606772Y CN2606772Y CN 03244474 CN03244474U CN2606772Y CN 2606772 Y CN2606772 Y CN 2606772Y CN 03244474 CN03244474 CN 03244474 CN 03244474 U CN03244474 U CN 03244474U CN 2606772 Y CN2606772 Y CN 2606772Y
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- CN
- China
- Prior art keywords
- reinforcement
- web plate
- extension
- cage
- steel wire
- 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 - Lifetime
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Abstract
The utility model provides a building net plate of epitaxial steel bar skeleton, wherein the extensional steel wire part of the net plate is made into an enclosure structure; the basic structure of the building net plate comprises a steel wire net plate of precast cement, the steel wire of the steel wire net plate extends outward and is provided with an enclosed framework of steel reinforcement. The net plate can be precasted at factories and is sent to the construction site, and then the extensional enclosure structure of the net plate replaces the hooping of the girder and the pole and the anchored reinforcement of the wall column and is connected with the wall column and the girder, thereby greatly reducing the construction workload of assembling reinforcement at place, speeding up construction progress, improving the anti-vibration performance of thegirder, pole and the wall column of precast concrete, strengthening the safety of the building and making the factory production of the building member more practical.
Description
Technical field
The utility model relates to the building web plate of extension cage of reinforcement, belongs to the building unit technical field.
Background technology
The steel wire net rack sandwich type wall panel has the advantages that body is light, be incubated, be convenient to the prefabricated and site operation of batch production, development in recent years is very fast, I have also applied for series of patents with regard to the load-bearing wall panel of steel mesh structure etc., be called " a kind of lightweight load-bearing sandwich web plate " as 93221854.3, the gauze wire cloth of above-mentioned web plate partly mostly is exposed and is provided with, in work progress, fix with the reinforcing bar welding or the colligation of beam, post, it is further fixing also to need to add in the concrete of beam, post the anchor reinforcing bar, and the workload of site operation assembling reinforcement is bigger.
Summary of the invention
The purpose of this utility model is to provide a kind of building web plate of extension cage of reinforcement, the steel wire of web plate extension is partly made the stirrup that closing structure is used for beam, post, with workload that is reduced at web plate assembling reinforcement in the site operation and the overall performance that strengthens cast-in-place concrete beam, post and wallboard.
The technical solution of the utility model is achieved in that the basic structure of the building web plate of this extension cage of reinforcement comprises the expanded sheet metal of prefabricated cement, and the steel wire that it is characterized in that expanded sheet metal stretches out closed cage of reinforcement is set.
The closed cage of reinforcement of the extension of the building web plate of described extension cage of reinforcement is that closed welding of steel wire or the colligation on the web plate constitutes.
The structure of the building web plate of described extension cage of reinforcement comprises that insulation central layer, two parallel gauze wire cloths constitute the steel wire cross-linked network with the crossing tiltedly silk that is welded between the parallel net, and the plain net steel wire of steel wire cross-linked network extends the cage of reinforcement that closure is set.
The closed cage of reinforcement of the building web plate extension of described extension cage of reinforcement is that closed welding of corresponding in twos parallel steel wire or colligation constitute.
The closed cage of reinforcement of the extension of the building web plate of described extension cage of reinforcement is rectangle or annular.
The closed cage of reinforcement of the extension of the building web plate of described extension cage of reinforcement is as the stirrup of construction central sill, post reinforcing bar.
The technical solution adopted in the utility model can be prefabricated in the factory, after being transported to the job site stirrup of the closed cage of reinforcement substituting beam of the extension of web plate, post and the anchoring steel wire of wall column are conveniently connected with wall column, beam, significantly reduced the construction working amount of on-the-spot assembling reinforcement, accelerating construction progress and the overall security that has increased building construction.Make the batch production production of this building unit have more practicality simultaneously.
Description of drawings
Fig. 1 is the building web plate schematic diagram of the utility model extension cage of reinforcement
Fig. 2 is the partial enlarged drawing of Fig. 1
Fig. 3 is the gauze wire cloth schematic diagram of monolithic expanded sheet metal
Among the figure: 1, cage of reinforcement 2, plain net steel wire 3, insulation central layer
4, prefabricated cement layer
The specific embodiment
Embodiment 1:
Fig. 1 provides a kind of embodiment of the present utility model, web plate is the inclined to one side screen plate with sandwich of lightweight load-bearing among the figure, by the cement layer 4 of single-side prefabrication, insulation central layer 3, two parallel gauze wire cloths 2 and be welded on and intersecting tiltedly between the parallel net thread constitute the steel wire cross-linked network, the corresponding one by one back-shaped rectangle frame cage of reinforcement 1 that is bent to form a plurality of closures of the steel wire of parallel steel wire net extension replaces the edge member of concrete wall as the stirrup of beam, post (sleeper).Both can simplify a large amount of work of colligation or welded reinforcement so at the construction field (site), help the whole anti-seismic performance of building structure again.
Embodiment 2:
Shown in Figure 2 is the specific embodiment of another web plate of the present utility model, and the gauze wire cloth that provides among the figure is the single face plain net, and the extension steel wire of plain net is also back-shaped to be bent to a plurality of rectangle frame cage of reinforcement 1, and function is described identical with embodiment 1.
The closing structure of extension steel wire shown in the figure of the present utility model also can be made into annular except can be made into rectangle.
Claims (6)
1, the building web plate of extension cage of reinforcement, its basic structure comprises the expanded sheet metal of prefabricated cement layer (4), the steel wire that it is characterized in that expanded sheet metal stretches out closed cage of reinforcement (1) is set.
2, the building web plate of extension cage of reinforcement according to claim 1, the closed cage of reinforcement of extension that it is characterized in that described web plate are that closed welding of steel wire or the colligation on the web plate constitutes.
3, the building web plate of extension cage of reinforcement according to claim 1, the structure that it is characterized in that described web plate comprises that the oblique silk that intersects that is incubated central layer (3), two parallel gauze wire cloths (2) and is welded between the parallel net constitutes the steel wire cross-linked network, and the plain net steel wire extension of steel wire cross-linked network is provided with closed cage of reinforcement.
4, the building web plate of extension cage of reinforcement according to claim 3, the closed cage of reinforcement that it is characterized in that described web plate extension are that closed welding of corresponding in twos parallel steel wire or colligation constitute.
5, the building web plate of extension cage of reinforcement according to claim 1 is characterized in that the closed cage of reinforcement of extension of described web plate is rectangle or annular.
6, the building web plate of extension cage of reinforcement according to claim 1 is characterized in that the stirrup of the closed cage of reinforcement of extension of described web plate as construction central sill, post reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03244474 CN2606772Y (en) | 2003-04-03 | 2003-04-03 | Building net plate of epitaxial steel bar skeleton |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 03244474 CN2606772Y (en) | 2003-04-03 | 2003-04-03 | Building net plate of epitaxial steel bar skeleton |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2606772Y true CN2606772Y (en) | 2004-03-17 |
Family
ID=34169207
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 03244474 Expired - Lifetime CN2606772Y (en) | 2003-04-03 | 2003-04-03 | Building net plate of epitaxial steel bar skeleton |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2606772Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101260720B (en) * | 2008-04-11 | 2010-06-09 | 山东龙新建材股份有限公司 | Connection construction method for network frame prefabricated composite board |
| CN102116073A (en) * | 2011-01-07 | 2011-07-06 | 管乃彦 | Plate type prefabricated part with stirrups for beams and columns preinstalled at edges and plate type prefabricated part system |
| CN104878871A (en) * | 2015-05-15 | 2015-09-02 | 河南工业大学 | Fully-dry connection precast concrete plate, floor and method for improving seismic performance of floor |
-
2003
- 2003-04-03 CN CN 03244474 patent/CN2606772Y/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101260720B (en) * | 2008-04-11 | 2010-06-09 | 山东龙新建材股份有限公司 | Connection construction method for network frame prefabricated composite board |
| CN102116073A (en) * | 2011-01-07 | 2011-07-06 | 管乃彦 | Plate type prefabricated part with stirrups for beams and columns preinstalled at edges and plate type prefabricated part system |
| CN104878871A (en) * | 2015-05-15 | 2015-09-02 | 河南工业大学 | Fully-dry connection precast concrete plate, floor and method for improving seismic performance of floor |
| CN104878871B (en) * | 2015-05-15 | 2017-07-14 | 河南工业大学 | Dry type connection precast slab, superstructure and its anti-seismic performance method for improving |
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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 | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20130403 Granted publication date: 20040317 |