CN2312271Y - Steel bar reinforced concrete floor with rib steel wire screen and polyphenyl plate - Google Patents
Steel bar reinforced concrete floor with rib steel wire screen and polyphenyl plate Download PDFInfo
- Publication number
- CN2312271Y CN2312271Y CN 97244704 CN97244704U CN2312271Y CN 2312271 Y CN2312271 Y CN 2312271Y CN 97244704 CN97244704 CN 97244704 CN 97244704 U CN97244704 U CN 97244704U CN 2312271 Y CN2312271 Y CN 2312271Y
- Authority
- CN
- China
- Prior art keywords
- polyphenyl plate
- floor
- steel bar
- wire cloth
- gauze 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 - Fee Related
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Abstract
The utility model relates to a building plate, belonging to the technical field of building elements. The utility model is composed of a steel bar concrete rib beam and a combined rib plate. The steel bar concrete rib beam and the combined rib plate are formed into integration, the combined rib plate is composed of a steel bar concrete rib plate, a steel wire polyphenyl plate, a grit layer and a sand pulp layer, the inner layer of the combined rib plate is the steel wire polyphenyl plate whose lower surface is provided with the grit layer, the sand pulp layer is arranged on the outer side of the grit layer, and the steel bar concrete rib plate is arranged above the steel wire polyphenyl plate. The utility model has the advantages of easy fabrication, low cost, light weight, good sound insulating property, strong integrity, good shock resistant property and convenient operation.
Description
The utility model relates to a kind of floor, belongs to the building unit technical field.
In middle-size and small-size multistory buildings such as Current Housing building, floor adopts steel bar concrete to give the system cassette ceiling mostly, builds the thick fine-stone concrete bed course of 40-50mm on the plate, and this floor is from great, and construction labour intensity is big, and sound insulation value and globality are poor, poor seismic behavior; Plain bars concrete dense-rib floor, problem such as it is bad in use to exist sound insulation value, not attractive in appearance seldom adopts in civilian construction such as dwelling house.
The purpose of this utility model is to overcome the deficiencies in the prior art, provide a kind of from heavy and light, sound insulation value is good, globality is strong, favourable antidetonation, the reinforced concrete multi-ribbed gauze wire cloth polyphenyl plate floor being convenient to construct.
The purpose of this utility model is achieved through the following technical measures:
Reinforced concrete multi-ribbed gauze wire cloth polyphenyl plate floor is made up of steel bar concrete girt strip and bracket floor, and steel bar concrete girt strip and bracket floor are integral; Bracket floor is made up of steel bar concrete floor, gauze wire cloth polyphenyl plate, sand grains layer and screed, and the bracket floor internal layer is the gauze wire cloth polyphenyl plate, establishes the sand grains layer on the gauze wire cloth polyphenyl plate soffit, and the sand grains layer is outward a screed, is the steel bar concrete floor on the gauze wire cloth polyphenyl plate.
The gluten concrete rib case bay is 1000-1200mm, and girt strip is wide to be 100-150mm, and the girt strip height is 150-200mm, and bracket floor is thick to be 150-200mm, and the gluten concrete rib thickness of slab is 40-60mm, and the thickness of screed is 20-30mm.
When being used for, floor can be made two-way concrete slab concrete dense-rib gauze wire cloth polyphenyl plate floor than big room.
During use, can rationally select reinforced concrete multi-ribbed gauze wire cloth polyphenyl plate floor for use according to the span in room.
The utility model gauze wire cloth polyphenyl plate both can be used as the ingredient of floor, the loose tool of steel bar concrete floor when can be used as construction again, compare with the plain bars concrete hollow board, weight reduction is about 40%, have make easily, construction labour intensity is low, sound insulation value good, globality is strong, favourable antidetonation, be convenient to characteristics such as construction.
Below be description of drawings:
Accompanying drawing is a cross-sectional view of the present utility model.
Wherein, 1. steel bar concrete girt strip, 2. steel bar concrete floor, 3. gauze wire cloth polyphenyl plate, 4. sand grains layer, 5. screed.
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment: structure of the present utility model is made up of steel bar concrete girt strip 1 and bracket floor as shown in drawings, and steel bar concrete girt strip 1 and bracket floor are integral; Bracket floor is made up of steel bar concrete floor 2, gauze wire cloth polyphenyl plate 3, sand grains layer 4 and screed 5, the bracket floor internal layer is a gauze wire cloth polyphenyl plate 3, be to establish sand grains layer 4 on the soffit of steel bar concrete floor 2, gauze wire cloth polyphenyl plate 3 on the gauze wire cloth polyphenyl plate 3, sand grains layer 4 is outer to be screed 5.The spacing of steel bar concrete girt strip 1 is 1200mm, and the gluten concrete rib deck-siding is 120mm, and the gluten concrete rib deck-molding is 160mm, and the gluten concrete rib thickness of slab is 50mm.
Claims (4)
1. reinforced concrete multi-ribbed gauze wire cloth polyphenyl plate floor of forming by steel bar concrete girt strip and bracket floor, it is characterized in that, steel bar concrete girt strip and bracket floor are integral, bracket floor is made up of steel bar concrete floor, gauze wire cloth polyphenyl plate, sand grains layer and screed, the bracket floor internal layer is the gauze wire cloth polyphenyl plate, establish the sand grains layer on the gauze wire cloth polyphenyl plate soffit, the sand grains layer is outward a screed, is the steel bar concrete floor on the gauze wire cloth polyphenyl plate.
2. reinforced concrete multi-ribbed gauze wire cloth polyphenyl plate floor according to claim 1 is characterized in that described gluten concrete rib deck-siding is 100-150mm, and height is 150-200mm, and the gluten concrete rib case bay is 1000-1200mm.
3. reinforced concrete multi-ribbed gauze wire cloth polyphenyl plate floor according to claim 1 is characterized in that described gluten concrete rib thickness of slab is 40-60mm.
4. reinforced concrete multi-ribbed gauze wire cloth polyphenyl plate floor according to claim 1 is characterized in that the thickness of described screed is 20-30mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97244704 CN2312271Y (en) | 1997-11-04 | 1997-11-04 | Steel bar reinforced concrete floor with rib steel wire screen and polyphenyl plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97244704 CN2312271Y (en) | 1997-11-04 | 1997-11-04 | Steel bar reinforced concrete floor with rib steel wire screen and polyphenyl plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2312271Y true CN2312271Y (en) | 1999-03-31 |
Family
ID=33953344
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 97244704 Expired - Fee Related CN2312271Y (en) | 1997-11-04 | 1997-11-04 | Steel bar reinforced concrete floor with rib steel wire screen and polyphenyl plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2312271Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102787723A (en) * | 2012-07-24 | 2012-11-21 | 张云麟 | Manufacturing method of cast-in-place LOFT floor slab |
| CN111455810A (en) * | 2020-05-12 | 2020-07-28 | 云南交投集团云岭建设有限公司 | Construction method for main body structure of steel box tied arch bridge |
-
1997
- 1997-11-04 CN CN 97244704 patent/CN2312271Y/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102787723A (en) * | 2012-07-24 | 2012-11-21 | 张云麟 | Manufacturing method of cast-in-place LOFT floor slab |
| CN102787723B (en) * | 2012-07-24 | 2015-08-19 | 张云麟 | The preparation method of cast-in-place LOFT floor plates |
| CN111455810A (en) * | 2020-05-12 | 2020-07-28 | 云南交投集团云岭建设有限公司 | Construction method for main body structure of steel box tied arch bridge |
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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 |