CN201857689U - Combined type foamed concrete prefabricated slab - Google Patents
Combined type foamed concrete prefabricated slab Download PDFInfo
- Publication number
- CN201857689U CN201857689U CN2010205967333U CN201020596733U CN201857689U CN 201857689 U CN201857689 U CN 201857689U CN 2010205967333 U CN2010205967333 U CN 2010205967333U CN 201020596733 U CN201020596733 U CN 201020596733U CN 201857689 U CN201857689 U CN 201857689U
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- China
- Prior art keywords
- foamed concrete
- combined type
- type foamed
- precast plate
- stratum reticulare
- 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 - Fee Related
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Abstract
The utility model relates to a combined type foamed concrete prefabricated slab which is mainly characterized in that the structure of the combined type foamed concrete prefabricated slab comprises a foamed concrete layer and a reinforced mesh layer, wherein the reinforced mesh layer is pre-embedded in the foamed concrete layer, and a connecting end surface of the combined type foamed concrete prefabricated slab is provided with connecting components. By adopting the technical scheme, compared with the prior art, the combined type foamed concrete prefabricated slab has the significant advantages of low density, light weight, flexible assembling, convenience in construction and the like, and can be cut and welded.
Description
Technical field
The utility model belongs to building material field, is specifically related to a kind of combined type foamed concrete precast plate.
Background technology
At present the precast plate that uses all is to adopt that Reinforced Concrete Materials is prefabricated to form, and because of its density height, weight is big and construction trouble, shape are single, shortcomings such as no connecting elements, difficult connection cause its scope of application to be restricted.
Summary of the invention
For this reason, the purpose of this utility model is to provide a kind of density low, and the combined type foamed concrete precast plate that profile is changeable, have connecting elements makes its scope of application bigger.
For achieving the above object, technical solution adopted in the utility model is that the structure of this combined type foamed concrete precast plate comprises: foamed concrete layer and reinforcement stratum reticulare, in the foamed concrete layer, be embedded into the reinforcement stratum reticulare, connecting elements be set at the connection end face of described combined type foamed concrete precast plate.
Wherein said reinforcement stratum reticulare can be the setting course of reinforcing bar stratum reticulare or steel screen layer or nylon stratum reticulare or bamboo wood compartment or grid and shaped steel; Also can be one or more mixing in them.
External surface at described combined type foamed concrete precast plate is provided with fin or groove, makes things convenient for flowing water.
Described connecting elements is the tongue-and-groove connecting elements.
The utility model adopts technique scheme, after existing precast plate improved, it was low to have density, in light weight, can cut, can weld, assembling is flexible, remarkable advantages such as easy construction, but body of wall, roof, the refractory slab of movable plank house are made in extensive use, also can replace existing floor, building unit and construction equipment such as ash wall body plate, the scope of application is wide.
Description of drawings
Below in conjunction with drawings and Examples, architectural feature of the present utility model is described further.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is the cross-sectional view of a kind of embodiment of the utility model.
Fig. 3 is the cross-sectional view of another embodiment of the utility model.
Fig. 4 is the cross-sectional view of the another kind of embodiment of the utility model.
Fig. 5 is the cross-sectional view of another embodiment of the utility model.
In the accompanying drawing, 1. the foamed concrete layer is 2. strengthened stratum reticulare, 3. connecting elements, 4. fin, 5. groove, 6. tenon, 7. groove.
The specific embodiment
Referring to accompanying drawing, the structure of combined type foamed concrete precast plate described in the utility model comprises: foamed concrete layer 1 and reinforcement stratum reticulare 2, in foamed concrete layer 1, be embedded into and strengthen stratum reticulare 2, connecting elements 3 is set at the connection end face of described combined type foamed concrete precast plate.
Described connecting elements can adopt steel bar end to welding, or by junction plate or to modes such as wire drawing cover nut pipe or tongue-and-groove connections two above precast plates is connected into bulk board.
Wherein said reinforcement stratum reticulare 2 can be the setting course of steel mesh reinforcement layer or steel screen layer or nylon stratum reticulare or bamboo wood compartment or grid and shaped steel; Also can be one or more mixing in them.
External surface at described combined type foamed concrete precast plate is provided with fin or groove, makes things convenient for flowing water.
Described connecting elements is the tongue-and-groove connecting elements.
As required as nonweight-bearing building unit, as shingle, framework room infilled wall, Indoor decorative plate, refractory slab etc.
The utility model precast plate also described reinforcing bar stratum reticulare or and on be connected with shaped steel, form the setting course of reinforcing mat and shaped steel, play the effect that skeleton is strengthened, be used for the supporting member of building and the equipment of constructing, as refractory slab, floor, frame plank, ash wall body plate etc.
Claims (4)
1. combined type foamed concrete precast plate, the structure that it is characterized in that this combined type foamed concrete precast plate comprises: foamed concrete layer and reinforcement stratum reticulare, in the foamed concrete layer, be embedded into the reinforcement stratum reticulare, connecting elements be set at the connection end face of described combined type foamed concrete precast plate.
2. according to the described combined type foamed concrete of claim 1 precast plate, it is characterized in that wherein said reinforcement stratum reticulare is the setting course of reinforcing bar stratum reticulare or steel screen layer or nylon stratum reticulare or bamboo wood compartment or grid and shaped steel; Or be one or more mixing in them.
3. according to the described combined type foamed concrete of claim 2 precast plate, it is characterized in that being provided with fin or groove at the external surface of described combined type foamed concrete precast plate.
4. according to claim 2 or 3 described combined type foamed concrete precast plates, it is characterized in that described connecting elements is the tongue-and-groove connecting elements.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205967333U CN201857689U (en) | 2010-11-09 | 2010-11-09 | Combined type foamed concrete prefabricated slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205967333U CN201857689U (en) | 2010-11-09 | 2010-11-09 | Combined type foamed concrete prefabricated slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201857689U true CN201857689U (en) | 2011-06-08 |
Family
ID=44103499
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205967333U Expired - Fee Related CN201857689U (en) | 2010-11-09 | 2010-11-09 | Combined type foamed concrete prefabricated slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201857689U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102862551A (en) * | 2012-09-14 | 2013-01-09 | 中国十七冶集团有限公司 | Removable project construction site car washing platform |
| CN105464283A (en) * | 2016-01-05 | 2016-04-06 | 博思集团股份有限公司 | Fabricated wallboard and fabricated station building |
| CN106149959A (en) * | 2015-04-01 | 2016-11-23 | 万平华 | The production method of the air entrained concrete thin plate of stronger load can be born |
| CN107447901A (en) * | 2017-07-28 | 2017-12-08 | 河北三山建材科技有限公司 | Anti-seismic prefabricated floor and floor antidetonation splicing construction |
-
2010
- 2010-11-09 CN CN2010205967333U patent/CN201857689U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102862551A (en) * | 2012-09-14 | 2013-01-09 | 中国十七冶集团有限公司 | Removable project construction site car washing platform |
| CN106149959A (en) * | 2015-04-01 | 2016-11-23 | 万平华 | The production method of the air entrained concrete thin plate of stronger load can be born |
| CN105464283A (en) * | 2016-01-05 | 2016-04-06 | 博思集团股份有限公司 | Fabricated wallboard and fabricated station building |
| CN107447901A (en) * | 2017-07-28 | 2017-12-08 | 河北三山建材科技有限公司 | Anti-seismic prefabricated floor and floor antidetonation splicing construction |
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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: 20110608 Termination date: 20111109 |