CN201184015Y - Steel mesh mould composite energy-saving wall board - Google Patents
Steel mesh mould composite energy-saving wall board Download PDFInfo
- Publication number
- CN201184015Y CN201184015Y CNU2008200452278U CN200820045227U CN201184015Y CN 201184015 Y CN201184015 Y CN 201184015Y CN U2008200452278 U CNU2008200452278 U CN U2008200452278U CN 200820045227 U CN200820045227 U CN 200820045227U CN 201184015 Y CN201184015 Y CN 201184015Y
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- steel mesh
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- composite energy
- face plate
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Abstract
The utility model relates to a steel net mold composite energy saving wall plate which is characterized in that a light weight concrete slat (1) and a steel net mold panel (4) are included, two long sides of the light weight concrete slat (1) are respectively provided with an R arc groove (2) and a raised line (3) which is correspondingly meshed with the groove (2); the steel net mold panel (4) is arranged on one side surface or two side surfaces of the light weight concrete slat (1), and is covered with crude salient points (5) to form a crude surface; the main body of the light weight concrete slat (1) is formed by a light weight cement concrete slat or compounded by the light weight cement concrete slat and a heat insulation layer. In the process of forming the steel net mold panel of the steel net mold composite energy saving wall plate, concrete mortars fill cavities in the salient points and fill an opening. The steel net mold composite energy saving wall plate has the characteristics of strong rigidity and convenient use, can be used for a non-bearing outer wall, an energy saving outer wall, an inner partition wall and other flexible compartment, and has wide application.
Description
Technical field
The utility model relates to a kind of structural sheeting, particularly relates to a kind of steel mesh mould composite energy-saved wall-board, is applicable to as energy saving type lightweight steel mesh mould bar shaped wallboard.Belong to building material technical field.
Background technology
At present, the Light trabs that uses in the construction work, comprise various light laths,, in the engineering light lath is assembled into body of wall as (abbreviation light laths) such as arrangement of reinforcement aerating concrete batten, the compound batten of extruding hollow concrete batten, fiber reinforced panel, mortar steel mesh rack light wallboards, have light weight, easy for installation, batch production production degree height, the characteristics easily of constructing, but this class batten mechanical property, endurance quality, water resistance is not high, and the body of wall of formation is mainly used in the non-bearing internal partition wall.There are product standard JG/T169-2005 " light lath for building partition wall " and relevant application technology rules " building light-weight batten partition wall tecnical regulations " in such batten China.China's energy-saving exterior wall light lath does not still have matured product and relevant criterion and rules at present.
The utility model content
The purpose of this utility model is exploitation a kind of performance higher steel mesh mould composite energy-saved wall-board, mainly is applicable to non-bearing filled walls such as frame construction, if any the exterior wall of energy-conservation requirement and the incrustation incrust body of wall of plastering.
The purpose of this utility model can reach by taking following measure:
Steel mesh mould composite energy-saved wall-board is characterized in that: be made up of lightweight concrete batten and steel mesh die face plate, two long limits of lightweight concrete batten are respectively equipped with R arc tongue and groove, corresponding identical raised line with described tongue and groove; Described steel mesh die face plate is arranged on a side or two sides of lightweight concrete batten, is covered with coarse salient point on the steel mesh die face plate, constitutes coarse surface; Lightweight concrete batten main body is by light cement concrete batten or light cement concrete batten and heat insulation layer is compound constitutes.
The purpose of this utility model can also reach by taking following measure:
A kind of embodiment of the present utility model is: four limits of lightweight concrete batten can be respectively equipped with several reinforcing bar tie points; This reinforcing bar tie point is prolonged to form to four limits by some reinforcing bars that are built in lightweight concrete batten; The specification of described reinforcing bar is φ 2～φ 6.Present embodiment can be used as the exterior wall batten, and the higher body of wall of performance uses.If the reinforcing bar tie point is not set, also can be used as purposes such as interior wall strip, flexible partition and use.
A kind of embodiment of the present utility model is: described steel mesh die face plate can be made of cold rolling thin steel net plate and the concrete that is cast in this cold rolling thin steel net plate; Be covered with the netted salient point of through hole in the described cold-reduced sheet, form scraggly rough surface at steel mesh die face plate; Described salient point is an arch, and its both sides form opening, the centre is provided with vertical coarse rib, and the plane kerf of described salient point is
Shape.Described salient point can be regularly arranged or irregular alignment, and forms through punching, roll extrusion, the mode of drawing back.
A kind of embodiment of the present utility model is: described steel mesh die face plate can be made of the expansion expanded metal lath, by the tie point of the mesh of cutting pull-shaped one-tenth, forms the sags and crests that is covered with whole front panel.
A kind of embodiment of the present utility model is: described steel mesh die face plate can be made of the braided steel wire net; Can be provided with reinforcing rib on the steel mesh die face plate, to strengthen the intensity of stiffener.
A kind of embodiment of the present utility model is: the thickness of described steel mesh die face plate can be 0.15～1.20mm.
A kind of embodiment of the present utility model is: described lightweight concrete batten can be made of light weight concrete construction, and this concrete is light aggregate concrete or foam concrete, is base-material by portland-type cement, mixes the light pearl of EPS, haydite or expanded material respectively and constitutes.
A kind of embodiment of the present utility model is: described lightweight concrete batten can be made of light weight concrete construction concrete and heat insulation layer; described heat insulation layer is built in the centre of light weight concrete construction concrete; described concrete is made of light aggregate concrete or foamed concrete etc.; by portland-type cement is base-material, mixes formations such as the light pearl of EPS, haydite or foamed material respectively.
A kind of embodiment of the present utility model is: described heat insulation layer can be made of adiabatic core, and this thermal insulation core is that lightweight is tabular or have the board-like material of hole, and its coefficient of thermal conductivity≤0.04w/mk comprises polystyrene foam plate, polyurethane foam board etc.
A kind of embodiment of the present utility model is: the cross through hole that can be provided with one or more connection light weight concrete construction concretes in heat insulation layer.
A kind of embodiment of the present utility model is: can utilize edge-on in groups mould or the moulding of flat-die pouring technology.
The utlity model has following outstanding beneficial effect
1, the utility model is a panel with the disposable steel mesh template of fluid concrete, be core with light weight concrete construction (or add thermal insulation material), a kind of building light-weight and energy-saving wallboard that is composited, be mainly used in non-bearing outward, interior body of wall.This batten light weight is easy for installation.
2, the utility model is owing to being the panel of batten with the steel mesh mould, and the steel mesh mould plays the forming panel effect, and the enhancing of batten and panel effect; Therefore, the batten convenient formation, batten physical and mechanical property height, steel mesh mould rough inner surface and core adhesion are strong, good integrity; Steel mesh mould external surface is coarse plasters with skin, outer decorative layer combines firmly, safety is good, does side fascia and can remove the measure that the anti-mortar decorative layer hollowing of extension steel mesh of daily employing peels off from; Construction is simple, convenient, can reduce the later stage engineering cost.
3, the utility model can satisfy the thermal insulation requirement owing to sandwich the high-performance thermal insulation material in layer of concrete, and building energy conservation is effective; Thermal insulation material is tabular or has the plate of macropore, makes the concrete core of batten have better continuity, globality.
4, the utility model is owing to be solid batten, so soundness is good, theftproof is good; And in batten, allocate φ 2～φ 6 reinforcing bars into, and both having played the intensity that increases batten itself, the extension tie point that can pass through reinforcing bar is with batten and batten again, and the embedded part that gives of batten and agent structure beam, post couples together, to strengthen body of wall globality and safety; Therefore, can be used for non-bearing exterior wall, energy-saving exterior wall, internal partition wall and other flexible partition, of many uses.
5, because steel mesh mould of the present utility model adopts the cold-reduced sheet manufacturing of 0.15～1.2mm, in light weight, good stability in portland cement, the performance of wallboard can compound variation, can be with the quality of steel mesh mould, the mesh shape is different and with core kind, combination are different different qualities are arranged.
Description of drawings
Fig. 1 is the erected configuration figure of an embodiment of the utility model.
Fig. 2 is the cross-sectional drawing of the utility model specific embodiment 1.
Fig. 3 is the cross-sectional drawing of the utility model specific embodiment 2.
Fig. 4 is the cross-sectional drawing of the utility model specific embodiment 3.
Fig. 5 is the cross-sectional drawing of the utility model specific embodiment 4.
The specific embodiment
Specific embodiment 1:
Referring to Fig. 1 and Fig. 2, present embodiment is made up of lightweight concrete batten 1 and steel mesh die face plate 4, two long limits of lightweight concrete batten 1 be respectively equipped with R arc tongue and groove 2, with described tongue and groove 2 corresponding identical raised lines 3; Described steel mesh die face plate 4 is arranged on a side or two sides of lightweight concrete batten 1, is covered with coarse salient point 5 in the steel mesh die face plate 4, constitutes coarse surface; Lightweight concrete batten 1 main body is made of light cement concrete batten or light weight cement mortar concrete batten.
In the present embodiment: described steel mesh die face plate 4 is made of cold rolling thin steel net plate and the concrete that is cast in this cold rolling thin steel net plate; Be covered with the netted salient point 5 of through hole in the described cold-reduced sheet, form scraggly rough surface at steel mesh die face plate; Described salient point 5 is an arch, and its both sides form opening 51, the centre is provided with vertical coarse rib 52, and the plane kerf of described salient point 5 is
Shape; Totally see to be well-regulated distribution, and be formed with the figure of vertical coarse rib 52.In the process that forms steel mesh die face plate 4, concrete mortar is full of the cavity in the salient point 5 and is full of opening 51, therefore, is convenient to the later stage at steel mesh die face plate 4 surperficial plaster screeds.Two long limits of lightweight concrete batten 1 respectively are provided with corresponding 6, two minor faces of three reinforcing bar tie points and respectively are provided with two corresponding reinforcing bar tie points 6.Reinforcing bar tie point 6 can with adjacent two blocks of battens and and the lacing wire of agent structure weld, make exterior wall integral body firmer.Salient point 5 can be regularly arranged or irregular alignment, and forms through punching press, roller shear, the mode of drawing back.Described lightweight concrete batten 1 is made of light weight concrete construction, and this concrete is light aggregate concrete or foamed concrete, is base-material by portland-type cement, mixes the light pearl of EPS, haydite or expanded material respectively and constitutes.In order to improve the intensity of wallboard, two reinforcing ribs 9 are set on steel mesh die face plate 4.
Batten specification: L:2500mm B:600mm H:100mm
Steel mesh die face plate: cold-reduced sheet is thick 〉=0.21mm
Light weight concrete construction: constitute its intensity 〉=7.5MPa, density≤900kg/m by the light pearl haydite concrete of EPS
3
Bar gauge: Φ 6
Moulding process: edge-on in groups mould fluid concrete moulding process; Perhaps adopt the flat-die pouring forming technology.
Present embodiment can be used as common exterior wall batten.
Specific embodiment 2:
Referring to Fig. 1 and Fig. 3, the characteristics of present embodiment are: the inboard of lightweight concrete batten 1 is not provided with steel mesh die face plate.Two or two reinforcing ribs of sending out 9 both can be set on the steel mesh die face plate 4, also reinforcing rib can be set.All the other structures are with specific embodiment 1.
Present embodiment is the single face steel mesh mould side fascia of inner side of outer wall one side without the steel mesh mould.Be applicable to common exterior wall batten.
Referring to Fig. 1 and Fig. 4, the difference characteristics of present embodiment and specific embodiment 1 are: the inside of lightweight concrete batten 1 is configuration reinforcement not, and its four edges all is not provided with the reinforcing bar tie point.And
Batten specification: L:2500mm B:610mm H:75mm
Steel mesh mould specification: steel plate is thick 〉=0.18mm
Light weight concrete construction: constitute its intensity=3～6MPa, density≤900kg/m by the EPS eps light-pearl concrete
3
Moulding process: edge-on in groups mould fluid concrete moulding process.
All the other structures are with specific embodiment 1.
Present embodiment is applicable to batten of internal partition.
Specific embodiment 4:
With reference to Fig. 1 and Fig. 5; the characteristics of this specific embodiment are: described lightweight concrete batten 1 is made of light weight concrete construction concrete 8 and heat insulation layer 7; described heat insulation layer 7 is built in the centre of light weight concrete construction concrete 8; described concrete 8 is made of light aggregate concrete or foam concrete etc.; by portland-type cement is base-material, mixes formations such as the light pearl of EPS, haydite or foamed material respectively.In heat insulation layer 7, be provided with the cross through hole 71 of one or more connection light weight concrete construction concretes 8.All the other structures are with specific embodiment 1
In the present embodiment: described heat insulation layer 7 is made of adiabatic core, and it is tabular or have the board-like material of hole that this thermal insulation core can be lightweight, and its coefficient of thermal conductivity≤0.04w/mk comprises polystyrene foam plate, extruded sheet, polyurethane foam board.
Batten specification: L:2500mm B:600mm H:150mm
Steel mesh mould specification: thickness of slab 〉=0.27mm
Light weight concrete construction: constitute its intensity 〉=10MPa, density 〉=1000kg/m by the light pearl haydite concrete of EPS
3
EPS extrusion molding foam-board specification: thickness 〉=5cm, λ=0.04w/mk
Bar gauge: Ф 6
Moulding process: edge-on in groups mould fluid concrete moulding process; Perhaps adopt the flat-die pouring forming technology.
Present embodiment is applicable to the energy-saving exterior wall batten.
Other specific embodiment:
The characteristics of other embodiments of the utility model are: described salient point 5 can be horizontal
Shape also can be vertical
Shape also can be other arcuate in shape or the non-arcuate in shape of being with the crack.For example triangle, square, prismatic etc.In the process that forms steel mesh die face plate 4, concrete mortar is full of the cavity in the salient point 5 and is full of out 51.Described steel mesh die face plate 4 is made of the expansion expanded metal lath, by the tie point of the mesh of cutting pull-shaped one-tenth, forms the sags and crests 5 that is covered with whole front panel.Perhaps described steel mesh die face plate 4 is made of the braided steel wire net.Used bar gauge is φ 2, φ 3, φ 4 or φ 5, and the thickness of steel mesh die face plate is 0.15～1.20mm.All the other are with specific embodiment 1 or specific embodiment 2.
Each embodiment of the present utility model can vertically install in actual use, and two tongue and grooves of attacking the limit form tongue and groove, make the mutual interlock in left and right limit of two battens; Also can laterally install, the groove limit on the long limit of batten makes the mutual interlock of rabbet of two battens down.Two battens in conjunction with the time, adopt the sealing of sealing caulking material in the tongue and groove.
Claims (10)
1, steel mesh mould composite energy-saved wall-board is characterized in that: form by lightweight concrete batten (1) and steel mesh die face plate (4), two long limits of lightweight concrete batten (1) be respectively equipped with R arc tongue and groove (2), with the corresponding identical raised line of described tongue and groove (2) (3); Described steel mesh die face plate (4) is arranged on a side or two sides of lightweight concrete batten (1), is covered with coarse salient point (5) on the steel mesh die face plate (4), constitutes coarse surface; Lightweight concrete batten (1) main body is by light cement concrete batten or light cement concrete batten and heat insulation layer is compound constitutes.
2, steel mesh mould composite energy-saved wall-board according to claim 1 is characterized in that: four limits of lightweight concrete batten (1) are respectively equipped with several reinforcing bar tie points (6); This reinforcing bar tie point (6) is prolonged to form to four limits by some reinforcing bars that are built in lightweight concrete batten (1); The specification of described reinforcing bar is φ 2～φ 6.
3, steel mesh mould composite energy-saved wall-board according to claim 1 is characterized in that: described steel mesh die face plate (4) is made of cold rolling thin steel net plate and the concrete that is cast in this cold rolling thin steel net plate; Be covered with the netted salient point of through hole (5) in the described cold-reduced sheet, form scraggly rough surface at steel mesh die face plate; Described salient point (5) is an arch, and its both sides form opening (51), the centre is provided with vertical coarse rib (52), and the plane kerf of described salient point (5) is " ヱ " shape.
4, steel mesh mould composite energy-saved wall-board according to claim 1, it is characterized in that: steel mesh die face plate (4) is provided with reinforcing rib (9); Salient point (5) becomes regular distribution, and vertical coarse rib (52) is arranged.
5, steel mesh mould composite energy-saved wall-board according to claim 1, it is characterized in that: described steel mesh die face plate (4) is made of the braided steel wire net.
6, steel mesh mould composite energy-saved wall-board according to claim 1, it is characterized in that: the thickness of described steel mesh die face plate (4) is 0.15～1.20mm.
7, steel mesh mould composite energy-saved wall-board according to claim 1; it is characterized in that: described lightweight concrete batten (1) is made of light weight concrete construction; this concrete is light aggregate concrete or foam concrete, is base-material by portland-type cement, mixes the light pearl of EPS, haydite or expanded material respectively and constitutes.
8, steel mesh mould composite energy-saved wall-board according to claim 1; it is characterized in that: described lightweight concrete batten (1) is made of light weight concrete construction concrete (8) and heat insulation layer (7); described heat insulation layer (7) is built in the centre of light weight concrete construction concrete (8); described concrete (8) is made of light aggregate concrete or foamed concrete; by portland-type cement is base-material, mixes the light pearl of EPS, haydite or foamed material respectively and constitutes.
9, steel mesh mould composite energy-saved wall-board according to claim 8, it is characterized in that: described heat insulation layer (7) is made of adiabatic core, this thermal insulation core is that lightweight is tabular or have the board-like material of hole, and its coefficient of thermal conductivity≤0.04w/mk comprises polystyrene foam plate, polyurethane foam board.
10, according to Claim 8 or 9 described steel mesh mould composite energy-saved wall-boards, it is characterized in that: the cross through hole (71) that in described heat insulation layer (7), is provided with one or more connection light weight concrete construction concretes (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200452278U CN201184015Y (en) | 2008-03-21 | 2008-03-21 | Steel mesh mould composite energy-saving wall board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200452278U CN201184015Y (en) | 2008-03-21 | 2008-03-21 | Steel mesh mould composite energy-saving wall board |
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| Publication Number | Publication Date |
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| CN201184015Y true CN201184015Y (en) | 2009-01-21 |
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| CNU2008200452278U Expired - Fee Related CN201184015Y (en) | 2008-03-21 | 2008-03-21 | Steel mesh mould composite energy-saving wall board |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012024816A1 (en) * | 2010-08-24 | 2012-03-01 | Empire Technology Development Llc | Prefabricated wall panels |
| US8863445B2 (en) | 2010-08-24 | 2014-10-21 | Empire Technology Development Llc | Reinforced concrete dense column structure systems |
| CN105019597A (en) * | 2015-08-07 | 2015-11-04 | 安徽新华学院 | Lightweight partition board with net rack and fiber-reinforced hollows and splicing method thereof |
| CN105298010A (en) * | 2015-09-18 | 2016-02-03 | 河南西艾尔建筑科技有限公司 | Prefabricated internal partition wallboard |
| NO339881B1 (en) * | 2015-05-27 | 2017-02-13 | Polybo As | Cover element and method of making the same |
| CN110629929A (en) * | 2019-09-25 | 2019-12-31 | 吉林建筑大学 | Block assembled building side fascia of steel cold bridge |
| CN113789950A (en) * | 2021-09-27 | 2021-12-14 | 中国十七冶集团有限公司 | Anti-fracture steel mesh die capable of reinforcing and locking joint |
-
2008
- 2008-03-21 CN CNU2008200452278U patent/CN201184015Y/en not_active Expired - Fee Related
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012024816A1 (en) * | 2010-08-24 | 2012-03-01 | Empire Technology Development Llc | Prefabricated wall panels |
| CN102959162A (en) * | 2010-08-24 | 2013-03-06 | 英派尔科技开发有限公司 | Prefabricated wall panels |
| US8844223B2 (en) | 2010-08-24 | 2014-09-30 | Empire Technology Development Llc | Prefabricated wall panels |
| US8863445B2 (en) | 2010-08-24 | 2014-10-21 | Empire Technology Development Llc | Reinforced concrete dense column structure systems |
| CN102959162B (en) * | 2010-08-24 | 2015-03-18 | 英派尔科技开发有限公司 | Prefabricated wall panels |
| US9038339B2 (en) | 2010-08-24 | 2015-05-26 | Empire Technology Development Llc | Prefabricated wall panels |
| NO339881B1 (en) * | 2015-05-27 | 2017-02-13 | Polybo As | Cover element and method of making the same |
| CN105019597A (en) * | 2015-08-07 | 2015-11-04 | 安徽新华学院 | Lightweight partition board with net rack and fiber-reinforced hollows and splicing method thereof |
| CN105298010A (en) * | 2015-09-18 | 2016-02-03 | 河南西艾尔建筑科技有限公司 | Prefabricated internal partition wallboard |
| CN110629929A (en) * | 2019-09-25 | 2019-12-31 | 吉林建筑大学 | Block assembled building side fascia of steel cold bridge |
| CN113789950A (en) * | 2021-09-27 | 2021-12-14 | 中国十七冶集团有限公司 | Anti-fracture steel mesh die capable of reinforcing and locking joint |
| CN113789950B (en) * | 2021-09-27 | 2022-08-23 | 中国十七冶集团有限公司 | Can consolidate formula of preventing splitting steel mesh mould of closure to handing-over department |
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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: 20090121 Termination date: 20100321 |