CN201614679U - Assembled building reinforced concrete precast plate - Google Patents
Assembled building reinforced concrete precast plate Download PDFInfo
- Publication number
- CN201614679U CN201614679U CN2009202221681U CN200920222168U CN201614679U CN 201614679 U CN201614679 U CN 201614679U CN 2009202221681 U CN2009202221681 U CN 2009202221681U CN 200920222168 U CN200920222168 U CN 200920222168U CN 201614679 U CN201614679 U CN 201614679U
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Abstract
The utility model relates to an assembled building reinforced concrete precast plate. A building is formed by wall bodies and hollow overhang eave plates, and is characterized in that each wall body is formed by combining two opposite H-shaped plates with L-shaped cross sections; interval hollow chambers are formed by middle plate ribs of the wall body; nuts are pre-embedded in indoor plates; grooves are formed on the surfaces of outdoor plates; two long side surfaces of the plates adopt inclined surfaces, or one semi-circular convex surface and one semi-circular concave surface; and the side surfaces of the hollow overhang eave plates are A-shaped. By adopting the technical scheme, the wall bodies under construction do not need to be supported by templates, wet construction is reduced, construction period is shortened, and construction cost is reduced. Therefore, the utility model is suitable for building multi-storey residences, office buildings, hotels as well as civil buildings.
Description
Technical field
The utility model relates to building materials and technical field of buildings, specially refers to the big board concrete hollow wall of a kind of assembled building.
Background technology
At present, China is also following to pass by the sort of body of wall mostly and is whitewashing or the solid concrete body of wall forms by manually building by laying bricks or stones in building construction, exist waste time and energy, the construction cost height, problem such as masonry panel efficient is low, labour intensity is big.
Summary of the invention
In view of the defective of the artificial masonry panel of tradition, the purpose of this utility model is to provide a kind of assembled building reinforced concrete prefabricated board spare.This plate is extremely full finished product plate of terminal or the parts that produce with batch production, transports to job site lifting combination then, builds civilian construction such as multi-storey building, office building, hotel.
The purpose of this utility model is to be achieved through the following technical solutions:
A kind of assembled building reinforced concrete prefabricated board spare, building are to be made of body of wall and hollow Guttr board.Body of wall is to be combined by relative " H " shape two plates, and the plate section is L-shaped, and rib of slab constitutes empty chamber at interval in the body of wall, embedded nut in the indoor plate, outdoor plate surface is fluted, and plate two long side surfaces are the inclined-plane, or be that one side is protruding semi circular surface, one side is recessed semi circular surface.Hollow Guttr board side is " A " shape.
The beneficial effect of advantage of the present utility model and generation is:
1, the assembled building reinforced concrete prefabricated board spare of the utility model design.The body of wall of prefabricated plate assembling is a thin-walled body of wall on an empty stomach.As thick " H " shape empty stomach body of wall of 200mm, can constitute the thick empty stomach layer of 110mm.The construction body of wall need not prop up template, reduces wet trade, shortens construction period, reduces construction cost, and safe and applicable is made beautiful room for scale, standardization, cheapness and created a new approach.
2, behind the utility model cancellation brick mix structure, the reinforced concrete prefabricated board spare composite wall structural system of the good and economical rationality of the anti-seismic performance of using on a selective basis.The room body of wall is applicable to civilian construction such as building multi-storey building, office building, hotel by prefabricated plate integral assembling.
3, assembled building reinforced concrete prefabricated board spare all adopts batch production production, piece together mutually with cast-in-site beam and roof and to water, speed of application is fast, the structural strength height, good integrity, with the thick body of wall of 200mm is example (comprising insulation layer), and cost is lower by about 50% than equal body of wall, and sound insulation, heat insulation, antiseep and shock resistance all are better than general house.
4, site operation is convenient and swift, and operation is easy, does not have building and draws rubbish.
5, according to the building design, the reinforced concrete prefabricated board spare of assembling, splicing different size, with three---five groups of plates are with regard to a sliceable door, window wall; Body of wall is provided with dark nut, is convenient to its thing of attached extension, avoids damaging metope.
Description of drawings
Fig. 1 is the utility model reinforced concrete prefabricated board spare schematic diagram.
Fig. 2 is the utility model " H " shape body of wall and hollow Guttr board schematic diagram.
Fig. 3 is combined into " H " shape wall body structure schematic diagram by " L " shape reinforced concrete prefabricated board spare.
The specific embodiment
Below in conjunction with accompanying drawing, the technical solution of the utility model is further described again:
Embodiment
As Fig. 1, shown in Figure 3, a kind of assembled building reinforced concrete prefabricated board spare, building are to be made of body of wall 4 and hollow Guttr board 2.Body of wall 4 is to be the inclined-plane by two long side surfaces, and two plates constitute perpendicular section " H " shape body of wall face-to-face.Plate 1 section is L-shaped, and plate is long to be 2000mm, and plate is wide to be 500mm, and thickness of slab is 45mm, can form the thick body of wall of 200mm 4.Rib of slab constitutes empty chamber 3 at interval in the body of wall 4, filled polyethylene in the empty chamber 3.Embedded nut 5 in the indoor plate, outdoor plate surface is fluted, and body of wall 4 is connected with nut 5 by bolt of long stem, with two plate bandings.The reinforcing bar that stretch out at plate 1 two ends is connected with reinforcing bar on the frame column (or antidetonation post), colligation, fluid concrete then, the building body that column piece and plate has been formed be made of steel mesh reinforcement.
As shown in Figure 2, hollow Guttr board 2 sections of building are " A " shape.Hollow Guttr board 2 steel bar ends are extended through collar tie beam arrive the building end face, with the colligation of building end face steel bar end, go up concrete with column, beam and roof cast after, form the band building that cornices.
Claims (1)
1. assembled building reinforced concrete prefabricated board spare, building is to be made of body of wall (4) and hollow Guttr board (2), it is characterized in that body of wall (4) is to be combined by relative " H " shape two plates, plate (1) section is L-shaped, and rib of slab constitutes empty chamber (3) at interval, embedded nut (5) in the indoor plate in the body of wall (4), outdoor plate surface is fluted, plate (1) two long side surface is the inclined-plane, or is that one side is protruding semi circular surface, and one side is recessed semi circular surface; Hollow Guttr board (2) side is " A " shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202221681U CN201614679U (en) | 2009-12-16 | 2009-12-16 | Assembled building reinforced concrete precast plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202221681U CN201614679U (en) | 2009-12-16 | 2009-12-16 | Assembled building reinforced concrete precast plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201614679U true CN201614679U (en) | 2010-10-27 |
Family
ID=43001050
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202221681U Expired - Fee Related CN201614679U (en) | 2009-12-16 | 2009-12-16 | Assembled building reinforced concrete precast plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201614679U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147528A (en) * | 2013-03-17 | 2013-06-12 | 姬志刚 | Hollow box-type design wall |
| CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
-
2009
- 2009-12-16 CN CN2009202221681U patent/CN201614679U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147528A (en) * | 2013-03-17 | 2013-06-12 | 姬志刚 | Hollow box-type design wall |
| CN107587628A (en) * | 2017-09-23 | 2018-01-16 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
| CN107587628B (en) * | 2017-09-23 | 2019-07-05 | 天津市盛泰建筑工程有限公司 | A kind of shear wall structure and its pouring procedure |
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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: 20101027 Termination date: 20121216 |