CN201660985U - Model-free vibration-free building framework foam concrete wall - Google Patents

Model-free vibration-free building framework foam concrete wall Download PDF

Info

Publication number
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
Authority
CN
China
Prior art keywords
concrete
wall
layer
building framework
free
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
Application number
CN2010201148450U
Other languages
Chinese (zh)
Inventor
吴华明
夏纯迅
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN2010201148450U priority Critical patent/CN201660985U/en
Application granted granted Critical
Publication of CN201660985U publication Critical patent/CN201660985U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Laminated Bodies (AREA)

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

Exempt from the mould architectural lay wire foam concrete body of wall of exempting to shake
[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.
CN2010201148450U 2010-02-19 2010-02-19 Model-free vibration-free building framework foam concrete wall Expired - Fee Related CN201660985U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010201148450U CN201660985U (en) 2010-02-19 2010-02-19 Model-free vibration-free building framework foam concrete wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010201148450U CN201660985U (en) 2010-02-19 2010-02-19 Model-free vibration-free building framework foam concrete wall

Publications (1)

Publication Number Publication Date
CN201660985U true CN201660985U (en) 2010-12-01

Family

ID=43231402

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2010201148450U Expired - Fee Related CN201660985U (en) 2010-02-19 2010-02-19 Model-free vibration-free building framework foam concrete wall

Country Status (1)

Country Link
CN (1) CN201660985U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
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

Cited By (8)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
CN201660985U (en) Model-free vibration-free building framework foam concrete wall
CN100537966C (en) Double layer sandwich foamed concrete composite solid wall plate
CN203769239U (en) Flat artificial stone and curtain wall thereof
CN101324111B (en) Method for preparing split joint buckled type building block composite energy-saving wall board
CN101967866B (en) Stone reinforced light type composite board
CN202139750U (en) Self-heat-insulating building material
CN102643057B (en) Construction method of EPS (expanded polystyrene) light aggregate concrete thermal insulation building mould
CN102251637A (en) Production process and structure of reverse-beaten porcelain tile ultralight foam cement heat-insulation plate
CN103850361A (en) Composite ecological wall body module
CN102747807A (en) Novel building wallboard, building wall body structure and manufacturing method thereof
CN107780590A (en) A kind of superfined flyash lightweight Self-insulation wall plate and preparation method thereof
CN1429698A (en) Foamed cement composite slab and its production method
CN100462323C (en) Light aggregate concrete mould wall body construction material and its production technology
CN104926361A (en) Light hollow partition slat and manufacturing technique thereof
CN202990145U (en) Novel sound insulation and thermal insulation building material
CN106368404A (en) Light board with natural stone material surface and manufacturing method
CN203924406U (en) The latticed eight layers of Light Wall of one-shot forming
CN214941843U (en) Light decoration and heat preservation integrated external wall panel
CN200975052Y (en) Paper surface desulfurize gypsum wallboard
CN2332765Y (en) Steel wire net foamed concrete light wall slab
CN107891508A (en) The preparation method and its mould of ultra-fine self-igniting coal gangue lightweight Self-insulation wall plate
CN201155181Y (en) Plastering-free combined type heat-insulation wall plate
CN102995812A (en) Novel mesh-added light building block
CN104032853A (en) One-time forming grid-shaped light wall body with eight layers
CN102557553A (en) Marine light filling dressing

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: 20101201

Termination date: 20110219