CN202338045U - Steel frame concrete light cladding panel - Google Patents
Steel frame concrete light cladding panel Download PDFInfo
- Publication number
- CN202338045U CN202338045U CN2011204487973U CN201120448797U CN202338045U CN 202338045 U CN202338045 U CN 202338045U CN 2011204487973 U CN2011204487973 U CN 2011204487973U CN 201120448797 U CN201120448797 U CN 201120448797U CN 202338045 U CN202338045 U CN 202338045U
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- light
- concrete
- link plate
- steel frame
- steel
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Abstract
The utility model relates to a prefabricated steel frame concrete light cladding panel, and belongs to the technical field of constructional engineering. The light cladding panel is characterized in that the light cladding panel comprises a light panel, a steel frame and a plurality of anchor bars, wherein the light panel comprises a concrete layer with a stainless steel wire welded net inside; the light panel is connected with the steel frame into a whole body through the anchor bars; and the light panel and the steel frame are stressed together. The light cladding panel has the characteristic of simplicity and durability of a concrete cladding panel, and also has the advantages of lightness and convenience in installation of a curtain wall.
Description
Technical field
The utility model belongs to construction engineering technical field, particularly the building of precast concrete exterior wall cladding and structure design.
Background technology
The exterior wall of city public building adopts (glass, stone material, metal) curtain wall in a large number; It is to make secondary structure with the steelframe keel, makes panel with glass, slabstone, metallic sheet material, has light weight, advantage such as easy for installation; But curtain wall has light pollution, and many impressions of the broken piece of stone curtain wall are poor.In recent years, the architect was also more and more adopts clear-water concrete or ornamental concrete link plate to make exterior wall.Clear-water concrete or ornamental concrete link plate have advantages such as simple durable, but its shortcoming is that the plate weight per unit area is bigger, and the flute profile link plate that general panel is 50mm weighs 180～200kg/m
2, some agent structure can not be born big like this link plate load requirement.Also have some public building exterior wall to make link plate with the GRC material, though in light weight, durability is bad.
The utility model content
The utility model purpose be for overcoming the weak point of prior art, propose the light-duty link plate of a kind of concrete-steel, have the simple durable characteristics of concrete link plate, have light-duty, the convenient installation of curtain wall again concurrently.
The light-duty link plate of a kind of pre-manufactured steel frame concrete that the utility model proposes is characterized in that this light-duty link plate comprises light panels, steel frame, a plurality of dowel that is made up of the interior layer of concrete of being furnished with stainless steel wire bond net; This light panels and steel frame link into an integrated entity through a plurality of dowels, and stressed jointly.
Said concrete surface plate thickness can be 20～30mm.
Said steel frame can adopt hot rolling unequal angle or other shaped steel to be welded.
Said a plurality of dowel can be made up of a plurality of bending reinforcing bars and straight reinforcing bar; A plurality of bending reinforcing bars are welded in the inboard that unequal angle or other shaped steel and light-duty face are pulled vertical limit; The bending reinforcing bar is imbedded in the layer of concrete, and between bending place and the stainless steel cloth of each bending reinforcing bar, is installed with a straight dowel.
Characteristics of the utility model and beneficial effect:
The light-duty link plate weight per unit area of the concrete-steel of the utility model (containing steel frame) can be at 120kg/m
2Below, can be used as light-duty curtain wall.
The stainless steel wire bond net of joining in the concrete slab of the utility model can avoid plain bars to produce corrosion because of carbonation of concrete, has the simple durable characteristics of concrete link plate.
The utility model adopts steel frame to combine with dowel, has convenient installation again concurrently.
Description of drawings
Fig. 1 is the light-duty link plate sketch map of the concrete-steel of the utility model;
Wherein 1 (a) is the light-duty link plate schematic rear view of concrete-steel;
1 (b) is the light-duty link plate generalized section of concrete-steel;
1 (c) is the light-duty link plate phantom drawing of concrete-steel.
Fig. 2 is the light-duty link plate embodiment of the concrete-steel of a utility model sketch map;
Wherein 2 (a) are the light-duty link plate schematic rear view of concrete-steel;
2 (b) are the light-duty link plate generalized section of concrete-steel;
Fig. 3 is the light-duty link plate preparation method of the concrete-steel of a utility model sketch map.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the structure construction of the utility model is described further:
The light-duty link plate structure of the concrete-steel of the utility model is as shown in Figure 1, and wherein 1 (a) is the light-duty link plate schematic rear view of concrete-steel; 1 (b) is the light-duty link plate generalized section of concrete-steel; 1 (c) is the light-duty link plate phantom drawing of concrete-steel.
This light-duty link plate comprises light panels 1, steel frame 2, a plurality of dowel (like bending dowel among the figure 4 and straight dowel 5) that is made up of the interior layer of concrete of being furnished with stainless steel wire bond net 3.This light panels 1 links into an integrated entity through a plurality of dowels with steel frame 2, and stressed jointly.
The planar dimension of the light-duty link plate of above-mentioned concrete-steel carries out piecemeal according to the elevation of building effect, in the generally long limit 4m, in the minor face 2.5m.
Light panels 1 thickness is 20～30mm, the stainless steel wire bond net 3 of joining in the panel, steel wire diameter 2mm, mesh 100 * 100～150 * 150.
The steel frame 2 of the utility model adopts hot rolling unequal angle or other shaped steel to be welded; Hot rolling unequal angle or other shaped steel specification are to confirm according to the size of link plate; A plurality of bending dowels 4 are welded in the long limit of unequal angle or (promptly vertical with light panels limit) inboard, other shaped steel one side; Bending dowel 4 is imbedded in the layer of concrete, and between bending place and the stainless steel cloth 3 of each bending dowel 4, is installed with a straight dowel 5 (stainless steel wire of diameter 3mm length 120～150).
The example structure of the utility model is as shown in Figure 2, and wherein 2 (a) are the light-duty link plate schematic rear view of concrete-steel; 2 (b) are the light-duty link plate generalized section of concrete-steel; Light-duty link plate panel 1 length and width of present embodiment are of a size of 3.6m * 2.2m, Concrete Thick 30mm; It is 90 * 5.6 * 6 to process the steelframe lattice that length and width are of a size of 3.4m * 2m that steel frame adopts the specification of hot rolling unequal angle, and the spacing of steelframe lattice is not more than 1200mm.
The dowel 4 of face down bonding is for the stainless steel of diameter 3mm length 200～250mm or be coated with the rod iron of anticorrosive paint outward in the steel frame unequal angle; The centre is converted into about 60 °; The knuckle end stretches out angle steel limit 15～20mm and imbeds in the concrete pavement during welding; The spacing that dowel 4 welds on angle steel is no more than 600mm, and straight dowel 5 is diameter 3mm, the stainless steel wire of length 120～150.
The concrete employing maximum particle diameter of panel is that the aggregate of 15mm is formulated, strength grade C30～C40; Coagulate layer thickness is 25mm.
Stainless steel wire bond net 3 adopts steel wire diameter 2mm, the stainless steel cloth of mesh 100 * 100～150 * 150.The purpose of joining stainless steel cloth in the concrete slab is to avoid plain bars to produce corrosion because of carbonation of concrete.
Light plate weight per unit area is 100kg/m shown in this embodiment
2
The preparation method of the light-duty link plate of concrete-steel of the utility model is as shown in Figure 3:
The fixing side form 7 that will produce the link plate panel on bed die 6; Put into the stainless steel wire bond net 3 of panel in the mould; The steel frame 2 usefulness falseworks 8 that will be welded with bending dowel 4 again are erected at (the steel frame bottom surface is affixed on the side form upper surface) on the side form 7, wear a straight dowel 5 in each dowel bending place, build panel concrete then; After treating hardening of concrete, the lifting depanning.
Claims (4)
1. the light-duty link plate of steel frame concrete is characterized in that, this light-duty link plate comprises light panels, steel frame, a plurality of dowel that is made up of the interior layer of concrete of being furnished with stainless steel wire bond net; This light panels and steel frame link into an integrated entity through a plurality of dowels, and stressed jointly.
2. light-duty link plate according to claim 1 is characterized in that, said light panels thickness is 20～30mm.
3. light-duty link plate according to claim 1 is characterized in that, said steel frame adopts hot rolling unequal angle or other shaped steel to be welded.
4. light-duty link plate according to claim 3; It is characterized in that; Said a plurality of dowel is made up of a plurality of bending reinforcing bars and straight reinforcing bar; A plurality of bending reinforcing bars are welded in the inboard that unequal angle or other shaped steel and light-duty face are pulled vertical limit, and the bending reinforcing bar is imbedded in the layer of concrete, and between the bending place of each bending reinforcing bar and stainless steel cloth, are installed with a straight dowel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204487973U CN202338045U (en) | 2011-11-14 | 2011-11-14 | Steel frame concrete light cladding panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204487973U CN202338045U (en) | 2011-11-14 | 2011-11-14 | Steel frame concrete light cladding panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202338045U true CN202338045U (en) | 2012-07-18 |
Family
ID=46486739
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204487973U Expired - Fee Related CN202338045U (en) | 2011-11-14 | 2011-11-14 | Steel frame concrete light cladding panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202338045U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392503A (en) * | 2011-11-14 | 2012-03-28 | 北京预制建筑工程研究院有限公司 | Steel-frame concrete light hanging panel |
| CN106013537A (en) * | 2016-06-19 | 2016-10-12 | 王永志 | Easy-to-install building curtain wall structure |
| CN108086584A (en) * | 2018-01-23 | 2018-05-29 | 南京国电南自电网自动化有限公司 | A kind of prefabricated GRC assembled wall boards |
| CN110397242A (en) * | 2019-07-02 | 2019-11-01 | 浙江金泽节能建材科技有限公司 | A kind of fixed structure of natural stone decorative panel |
-
2011
- 2011-11-14 CN CN2011204487973U patent/CN202338045U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102392503A (en) * | 2011-11-14 | 2012-03-28 | 北京预制建筑工程研究院有限公司 | Steel-frame concrete light hanging panel |
| CN106013537A (en) * | 2016-06-19 | 2016-10-12 | 王永志 | Easy-to-install building curtain wall structure |
| CN108086584A (en) * | 2018-01-23 | 2018-05-29 | 南京国电南自电网自动化有限公司 | A kind of prefabricated GRC assembled wall boards |
| CN110397242A (en) * | 2019-07-02 | 2019-11-01 | 浙江金泽节能建材科技有限公司 | A kind of fixed structure of natural stone decorative panel |
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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: 20120718 Termination date: 20121114 |