CN201214848Y - Steel mesh enhanced high strength baffle wall ribbon board - Google Patents
Steel mesh enhanced high strength baffle wall ribbon board Download PDFInfo
- Publication number
- CN201214848Y CN201214848Y CNU2008200448234U CN200820044823U CN201214848Y CN 201214848 Y CN201214848 Y CN 201214848Y CN U2008200448234 U CNU2008200448234 U CN U2008200448234U CN 200820044823 U CN200820044823 U CN 200820044823U CN 201214848 Y CN201214848 Y CN 201214848Y
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- CN
- China
- Prior art keywords
- steel mesh
- partition wall
- high strength
- strengthens
- steel
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- Expired - Fee Related
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Abstract
The utility model discloses a steel-net reinforced high-intensity partition wall slat which is a steel net reinforced high intensity partition wall slat consisting of a fiber grid cloth reinforced magnesium cement surface layer 1, an interface layer 2, light aggregate concrete 3 and a steel net 6. The novel steel net reinforced high intensity partition wall slat is a novel wall which integrates a plurality of excellent characteristics of light weight, high intensity, thin body, fire resistance, sound isolation, heat isolation, low retraction value, free cutting, convenient mounting, excellent integral performance, firm combination between the surface layer and a core material, environment protection, energy saving, and the like.
Description
Technical field:
The utility model relates to constructional materials, the sheet material that particularly a kind of building internal partition wall is used.
Background technology
At present, China's building internal partition wall is used batten always, and a kind of GRC of being hollow lath is arranged.This batten is to strengthen low-alkalinity sulphoaluminate cement by glass to make.Because cement to the corrosion of glass fiber, if adopt the common then durable property of a specified duration of glass relatively poor, adopts alkaline-resisting glass more, then cost is higher.Be hollow-core construction owing to it simultaneously, and hollow rate is higher, has defective so this wallboard exists on sound insulation, effect of heat insulation difference and the functional performance, as can not directly following closely the extension thing.
The compound partition wall batten that another kind is made up of two-layer panel and core, this kind partition wall batten adopts assembling die production, and surface layer combines not firm cause easily panel and core disengaging with core like this.
Summary of the invention
The purpose of this utility model is intended to overcome the deficiency of existing compound partition wall batten, and light weight, intensity height, sound insulation, heat-proof quality are good, fire prevention, water absorption rate is low, shrinkage value is low, the steel mesh of good integrity, construction easily strengthens the high strength partition wall batten.
The purpose of this utility model is achieved in that a kind of steel mesh strengthens the high strength partition wall batten, is characterized in that: fibrous mesh cloth strengthens magnesium cement surface layer 1 and combines with boundary layer 2, and steel mesh 6 and light weight aggregate concrete 3 place between two boundary layers 2.
It is to be made of fibrous mesh cloth, magnesium cement that described fibrous mesh cloth strengthens magnesium cement surface layer 1.
Described boundary layer 2 is organic matters.
Described steel mesh 6 is oblique net, usual friendship net or snapping net.
Connect to form the 3 D stereo net structure with steel wire between described steel mesh and the steel mesh.
Described light weight aggregate concrete 3 is a kind of or its combinations by cement and polystyrene foam pearl, perlite, expanded ceramsite.
Described light weight aggregate concrete 3 or foamed concrete.
Described fibrous mesh cloth is: fiberglass gridding cloth, nylon fiber grid cloth or short silk.
The technical scheme that its technical problem that solves the utility model adopts is: the utility model adopts the continuous production moulding of mechanization, and fibrous mesh cloth strengthens magnesium cement surface layer, boundary layer and indivisible, whole excellent steel mesh of steel mesh enhancing light weight aggregate concrete formation and strengthens the high strength partition wall batten.The concrete making: make fibrous mesh cloth earlier and strengthen magnesium cement surface layer plate, treat that it reaches intensity after, cut sprayed interfacial layer.The bar board mold is assembled, and the inserting surface laminate is put into steel mesh, pours into a mould light weight aggregate concrete then, after heating or natural curing sclerosis, forms steel mesh of the present utility model and strengthens the high strength partition wall batten.
Compare with other partition wall batten, the utlity model has that light weight, intensity height, sound insulation, heat-proof quality are good, fire prevention, water absorption rate is low, shrinkage value is low, good integrity, surface layer combines with core firmly and characteristics such as easily construction, environmental protection and energy saving.The needs that are fit to construction market.
Description of drawings
Fig. 1 is a profile stereogram of the present utility model, and Fig. 2 is a structural representation of the present utility model.
Fibrous mesh cloth strengthens magnesium cement surface layer 1, boundary layer 2, light weight aggregate concrete 3, sunk coak 4 and tenon groove 5, steel mesh 6 in the accompanying drawing.
The specific embodiment
Fibre-reinforced magnesium cement layer 1 is made up of 1 part of fibrous mesh cloth, 1 part of weight magnesium cement, 3 parts of weight inserts, 3 parts of weight Admixtures, 1 part of weight water, boundary layer 2 is made up of 1 part of weight water and 1 part of weight organic matter, light weight aggregate concrete 3 is made up of the water of the cement of 1 part of weight, 1 part of volume polystyrene foam pearl, 1 part of weight, the Admixture of 1 part of weight, and steel mesh 6 is made up of 1 steel mesh.Make earlier fibrous mesh cloth and strengthen magnesium cement surface layer plate, treat that it reaches intensity after, cut sprayed interfacial layer.The bar board mold is assembled, and the inserting surface laminate is put into steel mesh, pours into a mould light weight aggregate concrete then, after heating or natural curing sclerosis, forms steel mesh of the present utility model and strengthens the high strength partition wall batten.
Claims (6)
1, a kind of steel mesh strengthens the high strength partition wall batten, it is characterized in that: fibrous mesh cloth strengthens magnesium cement surface layer (1) and combines with boundary layer (2), and steel mesh (6) and light weight aggregate concrete (3) place between two boundary layers (2).
2, steel mesh according to claim 1 strengthens the high strength partition wall batten, it is characterized in that boundary layer (2) is the machine thing.
3, steel mesh according to claim 1 strengthens the high strength partition wall batten, it is characterized in that steel mesh (6) is oblique net, usual friendship net or snapping net.
4, steel mesh according to claim 1 strengthens the high strength partition wall batten, it is characterized in that connecting to form the 3 D stereo net structure with steel wire between steel mesh and the steel mesh.
5, steel mesh according to claim 1 strengthens the high strength partition wall batten, it is characterized in that light weight aggregate concrete (3) or foamed concrete.
6, steel mesh according to claim 2 strengthens the high strength partition wall batten, it is characterized in that fibrous mesh cloth is fiberglass gridding cloth, nylon fiber grid cloth or short silk.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200448234U CN201214848Y (en) | 2008-03-12 | 2008-03-12 | Steel mesh enhanced high strength baffle wall ribbon board |
| AU2009200924A AU2009200924A1 (en) | 2008-03-12 | 2009-03-10 | High-strength steel mesh wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200448234U CN201214848Y (en) | 2008-03-12 | 2008-03-12 | Steel mesh enhanced high strength baffle wall ribbon board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201214848Y true CN201214848Y (en) | 2009-04-01 |
Family
ID=40520055
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200448234U Expired - Fee Related CN201214848Y (en) | 2008-03-12 | 2008-03-12 | Steel mesh enhanced high strength baffle wall ribbon board |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN201214848Y (en) |
| AU (1) | AU2009200924A1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2574406A (en) * | 2018-06-04 | 2019-12-11 | Pbp Berlani Holding Ltd | Improvements in or relating to building structures |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107918706B (en) * | 2017-11-15 | 2021-07-09 | 东南大学 | Self-adaptive concrete mesoscopic modeling method |
| CN109881840B (en) * | 2019-04-09 | 2024-04-05 | 闫明李 | Light composite wallboard and manufacturing method |
| CN112900683A (en) * | 2021-01-22 | 2021-06-04 | 四川拜赛特高新科技有限公司 | Fiber-reinforced light flexible concrete wallboard |
-
2008
- 2008-03-12 CN CNU2008200448234U patent/CN201214848Y/en not_active Expired - Fee Related
-
2009
- 2009-03-10 AU AU2009200924A patent/AU2009200924A1/en not_active Abandoned
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2574406A (en) * | 2018-06-04 | 2019-12-11 | Pbp Berlani Holding Ltd | Improvements in or relating to building structures |
| GB2574406B (en) * | 2018-06-04 | 2020-07-08 | Pbp Berlani Holding Ltd | Improvements in or relating to building structures |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2009200924A1 (en) | 2009-10-01 |
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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: 20090401 Termination date: 20110312 |