CN202899570U - Anti-hollowing anti-cracking floor construction - Google Patents
Anti-hollowing anti-cracking floor construction Download PDFInfo
- Publication number
- CN202899570U CN202899570U CN 201220581003 CN201220581003U CN202899570U CN 202899570 U CN202899570 U CN 202899570U CN 201220581003 CN201220581003 CN 201220581003 CN 201220581003 U CN201220581003 U CN 201220581003U CN 202899570 U CN202899570 U CN 202899570U
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- Prior art keywords
- hollowing
- cracking
- polyester film
- construction
- layer
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Abstract
The utility model discloses an anti-hollowing anti-cracking floor construction which comprises a cast-in-place reinforced concrete floor slab. An extruded polystyrene foam plate 15mm in thickness is disposed on the cast-in-place reinforced concrete floor slab. A vacuum aluminum-coated polyester film 0.5mm in thickness is disposed on the extruded polystyrene foam plate. A fiberglass mesh layer is disposed on the vacuum aluminum-coated polyester film. A fine aggregate concrete layer 60mm in thickness is arranged on the fiberglass mesh layer. A surface layer is arranged on the fine aggregate concrete layer. The anti-hollowing anti-cracking floor construction is reasonable in structure and high in operating performance, potential quality hazards such as hollowing and cracking are avoided, construction progress is quickened, and manufacturing cost is lowered for construction units.
Description
Technical field
The utility model relates to a kind of floor structure.
Background technology
Existing floor structure easily produces hollowing, crack phenomenon, and service behaviour is undesirable.
Summary of the invention
It is a kind of rational in infrastructure that the purpose of this utility model is to provide, the anti-hollowing of favorable working performance, the floor construction in crack.
Technical solution of the present utility model is:
The floor construction in a kind of anti-hollowing, crack, it is characterized in that: comprise in-situ reinforced concrete slab, the thick extruded polystyrene cystosepiment of 15mm is set on the in-situ reinforced concrete slab, the thick vacuum aluminum-coated polyester film of 0.5mm is set on the extruded polystyrene cystosepiment, the glass stratum reticulare is set on the vacuum aluminum-coated polyester film, the thick pea gravel concreten layer of 60mm is set on the glass stratum reticulare, on the pea gravel concreten layer surface layer is set.
The utility model is rational in infrastructure, and favorable working performance had both avoided occurring the hidden danger of quality in hollowing, crack, had accelerated programming, had reduced cost for Construction unit again.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the structural representation of an embodiment of the utility model.
The specific embodiment
The floor construction in a kind of anti-hollowing, crack, comprise in-situ reinforced concrete slab 1, the thick extruded polystyrene cystosepiment 2 of 15mm is set on the in-situ reinforced concrete slab, the thick vacuum aluminum-coated polyester film 3 of 0.5mm is set on the extruded polystyrene cystosepiment, glass stratum reticulare 4 is set on the vacuum aluminum-coated polyester film, the thick pea gravel concreten layer 5 of 60mm is set on the glass stratum reticulare, surface layer 6 is set on the pea gravel concreten layer.
Claims (1)
1. the floor construction in an anti-hollowing, crack, it is characterized in that: comprise in-situ reinforced concrete slab, the thick extruded polystyrene cystosepiment of 15mm is set on the in-situ reinforced concrete slab, the thick vacuum aluminum-coated polyester film of 0.5mm is set on the extruded polystyrene cystosepiment, the glass stratum reticulare is set on the vacuum aluminum-coated polyester film, the thick pea gravel concreten layer of 60mm is set on the glass stratum reticulare, on the pea gravel concreten layer surface layer is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220581003 CN202899570U (en) | 2012-11-07 | 2012-11-07 | Anti-hollowing anti-cracking floor construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220581003 CN202899570U (en) | 2012-11-07 | 2012-11-07 | Anti-hollowing anti-cracking floor construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202899570U true CN202899570U (en) | 2013-04-24 |
Family
ID=48120256
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220581003 Expired - Fee Related CN202899570U (en) | 2012-11-07 | 2012-11-07 | Anti-hollowing anti-cracking floor construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202899570U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107304625A (en) * | 2016-04-22 | 2017-10-31 | 中国二十冶集团有限公司 | Foam concrete is combined terrace and its construction method with concrete |
-
2012
- 2012-11-07 CN CN 201220581003 patent/CN202899570U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107304625A (en) * | 2016-04-22 | 2017-10-31 | 中国二十冶集团有限公司 | Foam concrete is combined terrace and its construction method with concrete |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130424 Termination date: 20181107 |