CN206693497U - New type weight loading structure wall plate - Google Patents
New type weight loading structure wall plate Download PDFInfo
- Publication number
- CN206693497U CN206693497U CN201720541980.5U CN201720541980U CN206693497U CN 206693497 U CN206693497 U CN 206693497U CN 201720541980 U CN201720541980 U CN 201720541980U CN 206693497 U CN206693497 U CN 206693497U
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- reinforced concrete
- concrete floor
- new type
- wall plate
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Abstract
The utility model belongs to building material field, more particularly to a kind of New type weight loading structure wall plate.Including the reinforced concrete floor, heat-insulation layer and reinforced concrete floor set gradually from outside to inside, the heat-insulation layer includes two-layered steel plates layer and the polystyrene layer being arranged between two-layered steel plates layer, passes through connector drawknot between the reinforced concrete floor and heat-insulation layer.Compared with prior art, it is the advantages of the utility model with good effect, the utility model is by providing New type weight loading structure wall plate, utilize the structure design of mutual cooperation, the assembled production of three layers and following house can be realized, reduces the wet trade time, construction speed is fast；Wallboard can be reused with being dismounted for multiple times, reduce the generation of building waste, realize making full use of for resource.
Description
Technical field
The utility model belongs to building material field, more particularly to a kind of New type weight loading structure wall plate.
Background technology
China's grange asd number is huge, at present mostly using non-economized materials such as clay brick or concrete, and
Without regular design drawing in work progress is built, workmen's technical quality is low, constructs random big, construction quality cannot
Ensure, or even scheme is unreasonable.Assembled design and production are carried out to residential housing using new technology, is advantageous to energy-conserving and environment-protective,
The industrialized development of residential housing is promoted, can preferably improve grange quality and performance.
At present, building structure wall thermal insulating in China's mainly uses exterior wall insulating two kinds of ways of gentle external wall outer insulation.Exterior wall
Inside holding is to bond one layer of heat preservation material by binding agent on the inside of wall body structure, then makees protective layer and facing on the outside of it.
Exterior wall internal insulation has the following disadvantages：Heat bridge isothermal holding is difficult, and heat insulation effect is poor, takes careat, is unfavorable for decoration dress
Repair and reducing energy consumption.External wall outer insulation is the outside that insulation material is placed in exterior wall, makees protective layer and facing on the outside of it.Outside
Wall external thermal insulation has the following disadvantages：External wall outer insulation is after the completion of agent structure, then does heat-insulation layer, construction period length, construction
Difficulty is big (especially in skyscraper), easy to crack to come off, it is difficult to realize heat-insulation layer and structure same life-span.Therefore, design is a kind of
It is easy to use, construction speed is fast, thermal and insulating performance is good, realizes heat-insulation layer very must with the sandwich heat preserving wall body in life-span with structure
Will.
Utility model content
The utility model is long in time limit for above-mentioned construction, the technical problems such as difficulty of construction is big, proposes a kind of design
Rationally, it is simple in construction, easy to process and easy to use, construction speed is fast, thermal and insulating performance is good, realize heat-insulation layer and structure is same
The New type weight loading structure wall plate in life-span.
In order to achieve the above object, the technical solution adopted in the utility model is, the utility model provides a kind of new hold
Weight structure ash wall body plate, including reinforced concrete floor, heat-insulation layer and the reinforced concrete floor set gradually from outside to inside, the guarantor
Warm layer includes two-layered steel plates layer and the polystyrene layer being arranged between two-layered steel plates layer, the reinforced concrete floor and insulation
Pass through connector drawknot between layer.
Preferably, the connector is set in "U" shaped, one end of the connector is fixed in steel plate layer, another
Bind is held on the bar-mat reinforcement of reinforced concrete floor.
Preferably, the steel plate layer is profiled sheet.
Preferably, the connector is evenly distributed between reinforced concrete floor and heat-insulation layer in rectangular.
Preferably, the connector is along reinforced concrete floor broadside interval 1000mm, connector is along reinforced concrete
Soil layer long side direction interval 500mm.
Preferably, side of the reinforced concrete floor away from heat-insulation layer is provided with alkali-resistant glass fibre clathrum, institute
State alkali-resistant glass fibre clathrum and reinforced concrete floor side is provided with screed.
Compared with prior art, it is the advantages of the utility model with good effect,
1st, the utility model utilizes the structure design of mutual cooperation, Ke Yishi by providing New type weight loading structure wall plate
Existing three layers and the assembled production of following house, reduce the wet trade time, construction speed is fast；Wallboard can repeat to make with being dismounted for multiple times
With reducing the generation of building waste, realize making full use of for resource.
Brief description of the drawings
It is required in being described below to embodiment in order to illustrate more clearly of the technical scheme of the utility model embodiment
The accompanying drawing used is briefly described, it should be apparent that, drawings in the following description are some embodiments of the utility model,
For those of ordinary skill in the art, without having to pay creative labor, can also be obtained according to these accompanying drawings
Obtain other accompanying drawings.
Fig. 1 is the structural representation for the New type weight loading structure wall plate that embodiment 1 provides；
More than in each figure, 1, reinforced concrete floor；11st, bar-mat reinforcement；2nd, steel plate layer；3rd, polystyrene layer；4th, connector；5、
Alkali-resistant glass fibre clathrum；6th, screed.
Embodiment
It is below in conjunction with the accompanying drawings and real in order to be more clearly understood that above-mentioned purpose of the present utility model, feature and advantage
Example is applied to be described further the utility model.It should be noted that in the case where not conflicting, embodiments herein and reality
Applying the feature in example can be mutually combined.
Many details are elaborated in the following description in order to fully understand the utility model, still, this practicality
New to implement using different from other modes described here, therefore, the utility model is not limited to be described below
The limitation of the specific embodiment of specification.
Embodiment 1, as shown in figure 1, the present embodiment provides a kind of New type weight loading structure wall plate, including from outside to inside successively
Reinforced concrete floor 1, heat-insulation layer and the reinforced concrete floor 1 of setting, reinforced concrete floor 1 are exactly existing reinforced concrete
Soil, heat-insulation layer include two-layered steel plates layer 2 and the polystyrene layer 3 being arranged between two-layered steel plates layer, wherein, steel plate layer 2 is
Profiled sheet, the main material polystyrene of polystyrene layer 3, it is foamed polystyrene layer, and the both sides of polystyrene layer 3 lead to
Binding agent is crossed by polystyrene layer 3 and steel plate layer 2 to be connected as that heat-insulation layer is integrally formed.In order to realize heat-insulation layer and armored concrete
The connection of layer 1, in the present embodiment, by the drawknot of connector 4 between reinforced concrete floor 1 and heat-insulation layer, connector 4 is by steel
Reinforced concrete layer 1 is pulled together with heat-insulation layer, and the connector 4 that the present embodiment is provided is set in "U" shaped, more specifically
Say, connector is similar to Chinese radical " Mi ", and so, one end of connector 4 is fixed in steel plate layer 2, and other end bind is in steel
On the bar-mat reinforcement 11 of reinforced concrete layer 1, the fixation of reinforced concrete floor 1 and heat-insulation layer is realized.
In order to further improve the steadiness of whole ash wall body plate, in the present embodiment, connector 4 is in rectangular uniform
Be distributed between reinforced concrete floor 1 and heat-insulation layer, specifically, connector 4 is along the broadside interval of reinforced concrete floor 1
1000mm, connector 4 is along the long side direction interval 500mm of reinforced concrete floor 1, more specifically, the connection of heat-insulation layer both sides
Part is staggered.
In order to improve the anti acid alkali performance of ash wall body plate, in the present embodiment, in side of the reinforced concrete floor away from heat-insulation layer
Alkali-resistant glass fibre clathrum 5 is provided with, reinforced concrete floor side is provided with mortar in alkali-resistant glass fibre clathrum
Layer 6.
The ash wall body plate that the present embodiment is provided is made up of inside and outside two layers each 80 thick reinforced concrete floor and 40 thick insulation layers.Tool
When body is processed, corresponding hole is reserved according to the position of connector on polystyrene layer and steel plate layer, connector is sequentially passed through 2
Layer steel plate layer and polystyrene layer, make connector side catch on profiled sheet, side is connected with bar-mat reinforcement, and connector is in wall
Plate short transverse arranged for interval, at intervals of 500mm, width interval 1000mm, connector hole is sealed with polyurethane sealant
It is stifled.Then 80 thick C30 concrete layers are respectively poured into a mould in heat-insulation layer both sides formwork.To prevent surface layer from ftractureing, in the outside of concrete layer
One layer of alkali-proof glass fiber mesh is respectively pasted, then applies and smears one layer of polymeric mortar.According to demand, also can be in outside concrete
The embedding built-in fitting connection decorative layer of layer, or in outer external coating water-proof climate resisting coating.
It is described above, only it is preferred embodiment of the present utility model, is not that other forms are made to the utility model
Limitation, any person skilled in the art is changed or is modified as possibly also with the technology contents of the disclosure above equivalent
The equivalent embodiment of change is applied to other fields, but every without departing from the content of the technical scheme of the utility model, according to this reality
Any simple modification, equivalent variations and the remodeling made with new technical spirit to above example, it is new to still fall within this practicality
The protection domain of type technical scheme.
Claims (6)
- A kind of 1. New type weight loading structure wall plate, it is characterised in that including set gradually from outside to inside reinforced concrete floor, protect Warm layer and reinforced concrete floor, the heat-insulation layer include two-layered steel plates layer and the polyphenyl second being arranged between two-layered steel plates layer Alkene layer, pass through connector drawknot between the reinforced concrete floor and heat-insulation layer.
- 2. New type weight loading structure wall plate according to claim 1, it is characterised in that the connector is set in "U" shaped Put, one end of the connector is fixed in steel plate layer, and other end bind is on the bar-mat reinforcement of reinforced concrete floor.
- 3. New type weight loading structure wall plate according to claim 2, it is characterised in that the steel plate layer is profiled sheet.
- 4. New type weight loading structure wall plate according to claim 3, it is characterised in that the connector is in rectangular uniform Be distributed between reinforced concrete floor and heat-insulation layer.
- 5. New type weight loading structure wall plate according to claim 4, it is characterised in that the connector is along armored concrete Slice width edge direction interval 1000mm, connector is along reinforced concrete floor long side direction interval 500mm.
- 6. New type weight loading structure wall plate according to claim 5, it is characterised in that the reinforced concrete floor is away from guarantor The side of warm layer is provided with alkali-resistant glass fibre clathrum, and the alkali-resistant glass fibre clathrum is away from reinforced concrete floor side It is provided with screed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720541980.5U CN206693497U (en) | 2017-05-16 | 2017-05-16 | New type weight loading structure wall plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720541980.5U CN206693497U (en) | 2017-05-16 | 2017-05-16 | New type weight loading structure wall plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206693497U true CN206693497U (en) | 2017-12-01 |
Family
ID=60449316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720541980.5U Expired - Fee Related CN206693497U (en) | 2017-05-16 | 2017-05-16 | New type weight loading structure wall plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206693497U (en) |
-
2017
- 2017-05-16 CN CN201720541980.5U patent/CN206693497U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20171201 Termination date: 20180516 |