CN201214848Y - Steel mesh enhanced high strength baffle wall ribbon board - Google Patents

Steel mesh enhanced high strength baffle wall ribbon board Download PDF

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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
strengthens
batten
partition
layer
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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
CNU2008200448234U
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Chinese (zh)
Inventor
李锦富
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李锦富
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Priority to CNU2008200448234U priority Critical patent/CN201214848Y/en
Application granted granted Critical
Publication of CN201214848Y publication Critical patent/CN201214848Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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

Steel mesh strengthens the high strength partition wall batten
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.
CNU2008200448234U 2008-03-12 2008-03-12 Steel mesh enhanced high strength baffle wall ribbon board Expired - Fee Related CN201214848Y (en)

Priority Applications (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

Applications Claiming Priority (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

Publications (1)

Publication Number Publication Date
CN201214848Y true CN201214848Y (en) 2009-04-01

Family

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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)

* Cited by examiner, † Cited by third party
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 (2)

* Cited by examiner, † Cited by third party
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
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

Cited By (2)

* Cited by examiner, † Cited by third party
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