CN201660985U - Model-free vibration-free building framework foam concrete wall - Google Patents
Model-free vibration-free building framework foam concrete wall Download PDFInfo
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- CN201660985U CN201660985U CN2010201148450U CN201020114845U CN201660985U CN 201660985 U CN201660985 U CN 201660985U CN 2010201148450 U CN2010201148450 U CN 2010201148450U CN 201020114845 U CN201020114845 U CN 201020114845U CN 201660985 U CN201660985 U CN 201660985U
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Abstract
A model-free vibration-free building framework foam concrete wall comprises a concrete layer and cement mortar layers on two surfaces of the concrete layer. The model-free vibration-free building framework foam concrete wall is characterized in that building framework bodies formed by connecting steel wire mesh layers and glass fiber cloth layers are arranged on both the surfaces of the concrete layer, creased steel wire mesh keels are connected between the building framework bodies, and concrete formed by mixing foam plastic grains, cement and yellow sand or concrete formed by mixing coal ash, slag powder, EPS foam plastic grains, cement, yellow sand, additives and water is filled between each building framework body and each creased steel wire mesh keel. The building framework bodies formed by connecting steel wire meshes and glass fiber cloth are arranged on four surfaces of the concrete layer of the wall, the creased steel wire mesh keels are arranged between framework bodies, and the concrete is formed by filling once, thereby the wall is fine in wholeness, and belongs to an ecological, shock-resistant and high-strength economical building. The strength of the wall can reach LC15-LC30, the surface density of the wall is only 500-1660kg/m3, and the wall is suitable for serving as an internal wall or an external wall of a house with lower than three floors or a frame-structured house.
Description
[technical field] the utility model relates to a kind of construction wall, is a kind of mould architectural lay wire foam concrete body of wall of exempting to shake of exempting from specifically.
[background technology] reduces construction costs in order to alleviate the room body weight, the employing that each real estate commercial city is general light-weight building sheet material.In existing lightweight body of wall; foamed plastics commonly used is as the intermediate layer; mould the two sides of layer at this foam; respectively establish the layer of steel wire net; between two gauze wire cloths, be provided with reinforcing rib; and on two steel wires, be coated with the cement mortar topping respectively, on this topping, make the decorative layer that one deck plays decoration function at last.This lightweight body of wall though in light weight, heat insulation, high insulating effect because of the implantation of reinforcing rib is arranged, not only will increase big cost and weight, is more wanted time-consuming taking a lot of work, and building costs still can not be declined to a great extent.
[summary of the invention] is for overcoming the above-mentioned defective of existing lightweight body of wall, the utility model provides a kind of not reinforcing rib, make faster, a kind of mould architectural lay wire foam concrete body of wall of exempting to shake of exempting from more easily of speed of application, in order under the prerequisite that guarantees wall quality, further reduce wall cost, accelerate speed of application.
For solving its technical problem; the technical solution adopted in the utility model is: the center at body of wall is provided with layer of concrete; two sides at this layer of concrete; be coated with the cement mortar topping; the two sides of wherein said layer of concrete is equipped with the architectural lay wire body that gauze wire cloth and glass cloth connect into; be connected with gauffer shape gauze wire cloth keel between this architectural lay wire body, between architectural lay wire body and gauffer shape gauze wire cloth keel, be filled with by foam grain; cement; the concrete that yellow sand and water stir into or by flyash; slag powders; foam grain; cement; yellow sand; the concrete that additive and water stir into.
Compare with existing Light trabs, the beneficial effects of the utility model are:
1, because the center of the utility model body of wall is provided with concrete that is stirred into by foam grain, cement and yellow sand or the layer of concrete that is stirred into by flyash, slag powders, foam grain, cement, yellow sand and additive, this body of wall belongs to a kind of ecology, antidetonation, high-strength and economical building, it in light weight, sound insulation, good flame retardation effect, cost is low, and building speed is fast, and flexible, anti-seismic performance is good, is fit to the external and internal wall of three layers in work and framework house.
2, be layer of concrete because of weight body of the present utility model, the four sides of this layer of concrete is the architectural lay wire body that gauze wire cloth and glass cloth connect into, be provided with gauffer shape gauze wire cloth keel in the middle of the dictyosome, and concrete is that disposable can forms, therefore good, high-strength, the shock resistance of this integrality of wall, safety is good, intensity through trying out it can reach LC15-LC30, and surface density has only 500-1660kg/m
3, be incubated requirement on an equal basis down with the body of wall of its making and with common brick, can make thickness of wall body attenuate 40%, weight reduction 60%.
3, because of mixing the eps foam plastic grain in the concrete of the present utility model, can be the EPS discarded object of recycling, not only cheap, and, help the construction of environmental protection protection and recycling economy for these white pollutions have found a very useful purposes.
4, contain additive in the concrete of the present utility model, it has substituted the agent of getting blisters of cumbersome and expensive chemistry, can effectively reduce building costs, accelerates building speed.
[description of drawings] further specifies the utility model below in conjunction with the drawings and specific embodiments.
Fig. 1 is a structural representation partial sectional view of the present utility model.
Fig. 2 is the A-A sectional view among Fig. 1.
Among the figure: 1, layer of concrete, 2, steel screen layer, 3, cement mortar layer, 4, gauffer shape gauze wire cloth keel, 5, the glass fiber reticular cloth layer.
[specific embodiment] is with reference to accompanying drawing: be provided with layer of concrete 1 at the center of body of wall, two sides at this layer of concrete, be provided with glass fiber reticular cloth layer 5, outside this glass fiber reticular cloth layer, be provided with steel screen layer 2, between steel screen layer, be provided with a plurality of gauffer shape gauze wire cloth keel 4, between steel screen layer and glass fiber reticular cloth layer and a plurality of gauffer shape gauze wire cloth keel 4, fill by foam grain, cement, the concrete that yellow sand and water stir into or by flyash, slag powders, the eps foam plastic grain, cement, yellow sand, the concrete that additive and water stir into sprays or is coated with cement mortar layer 3 on steel screen layer 2.
During construction, wall size according to reality, make the building dictyosome with the glass fiber reticular cloth layer 5 of side bonds and a plurality of gauffer shape gauze wire cloth keel 4 that are welded on the steel screen layer in steel screen layer 2 and the steel screen layer earlier, in this building dictyosome, fill the concrete that stirs in advance again, this concrete raw material is a foam grain, cement, yellow sand and water or flyash, slag powders, the eps foam plastic grain, cement, yellow sand, additive and water, just become layer of concrete 1 after waiting to build the concrete curing in the dictyosome, in the spraying of the two sides of layer of concrete or smear cement mortar layer 3, just become the utility model body of wall again.
Claims (1)
1. exempt from the mould architectural lay wire foam concrete body of wall of exempting to shake, comprise layer of concrete, the cement mortar layer on layer of concrete two sides, it is characterized in that: the two sides of described layer of concrete is equipped with the architectural lay wire body that steel screen layer and glass layer of cloth connect into, be connected with gauffer shape gauze wire cloth keel between this architectural lay wire body, between architectural lay wire body and gauffer shape gauze wire cloth keel, be filled with the concrete that stirs into by foam grain, cement, yellow sand and water.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN2010201148450U CN201660985U (en) | 2010-02-19 | 2010-02-19 | Model-free vibration-free building framework foam concrete wall |
Applications Claiming Priority (1)
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CN2010201148450U CN201660985U (en) | 2010-02-19 | 2010-02-19 | Model-free vibration-free building framework foam concrete wall |
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CN201660985U true CN201660985U (en) | 2010-12-01 |
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CN2010201148450U Expired - Fee Related CN201660985U (en) | 2010-02-19 | 2010-02-19 | Model-free vibration-free building framework foam concrete wall |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103993685A (en) * | 2014-05-29 | 2014-08-20 | 泰兴市第一建筑安装工程有限公司 | Single-side formwork erecting thin-plastered concrete partition wall and construction process thereof |
CN103993684A (en) * | 2014-05-29 | 2014-08-20 | 泰兴市第一建筑安装工程有限公司 | Thin concrete smearing partition wall |
WO2016187933A1 (en) * | 2015-05-26 | 2016-12-01 | 李殿义 | Cellular concrete structure having structure-reinforcing mesh member and construction method thereof |
CN109577524A (en) * | 2019-01-02 | 2019-04-05 | 常州市米尼特机械有限公司 | A kind of cast-in-place foamed concrete wall |
CN109779087A (en) * | 2019-03-22 | 2019-05-21 | 湖南迈豪斯建筑科技有限公司 | A kind of light gauge steel structure and wall |
CN110042975A (en) * | 2019-05-07 | 2019-07-23 | 辽宁金圣建筑科技有限公司 | A kind of high-strength non-dismantling formwork and its manufacturing method |
-
2010
- 2010-02-19 CN CN2010201148450U patent/CN201660985U/en not_active Expired - Fee Related
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103993685A (en) * | 2014-05-29 | 2014-08-20 | 泰兴市第一建筑安装工程有限公司 | Single-side formwork erecting thin-plastered concrete partition wall and construction process thereof |
CN103993684A (en) * | 2014-05-29 | 2014-08-20 | 泰兴市第一建筑安装工程有限公司 | Thin concrete smearing partition wall |
CN103993685B (en) * | 2014-05-29 | 2016-03-30 | 泰兴市第一建筑安装工程有限公司 | Single surface formwork is thin smears concrete partition construction technology |
WO2016187933A1 (en) * | 2015-05-26 | 2016-12-01 | 李殿义 | Cellular concrete structure having structure-reinforcing mesh member and construction method thereof |
CN109577524A (en) * | 2019-01-02 | 2019-04-05 | 常州市米尼特机械有限公司 | A kind of cast-in-place foamed concrete wall |
CN109577524B (en) * | 2019-01-02 | 2024-02-13 | 常州市米尼特机械有限公司 | Cast-in-situ foam concrete wall |
CN109779087A (en) * | 2019-03-22 | 2019-05-21 | 湖南迈豪斯建筑科技有限公司 | A kind of light gauge steel structure and wall |
CN110042975A (en) * | 2019-05-07 | 2019-07-23 | 辽宁金圣建筑科技有限公司 | A kind of high-strength non-dismantling formwork and its manufacturing method |
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Legal Events
Date | Code | Title | Description |
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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: 20101201 Termination date: 20110219 |