CN202492946U - Light steel ribbed bar internal mesh hollow cement partition wall - Google Patents
Light steel ribbed bar internal mesh hollow cement partition wall Download PDFInfo
- Publication number
- CN202492946U CN202492946U CN2012201048875U CN201220104887U CN202492946U CN 202492946 U CN202492946 U CN 202492946U CN 2012201048875 U CN2012201048875 U CN 2012201048875U CN 201220104887 U CN201220104887 U CN 201220104887U CN 202492946 U CN202492946 U CN 202492946U
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- wire lath
- metal mesh
- wire
- lath sheet
- partition wall
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Abstract
The utility model relates to a light steel ribbed bar internal mesh hollow cement partition wall, which belongs to the technical field of the construction of a building wall, and aims at solving technical problems that a light steel ribbed bar internal mesh hollow cement partition wall with high strength, light weight and low cost is provided. In order to solve the technical problems, the utility model adopts the technical scheme that the light steel ribbed bar internal mesh hollow cement partition wall comprises a first metal mesh, a second metal mesh and cement mortar, wherein the first metal mesh and the second metal mesh have identical corrugated shape and are symmetrically arranged, the first metal mesh is fixedly connected with the second metal mesh, the cement mortar is coated on the outer surfaces of the first metal mesh and the second metal mesh, both the first metal mesh and the second metal mesh adopt the structure that a plurality of transverse ribbed bars are arranged on the transverse position of each metal mesh, and a plurality of vertical ribbed bars are pressed on a longitudinal bending position of each metal mesh. The light steel ribbed bar internal mesh hollow cement partition wall can be widely applied to the field of the building.
Description
Technical field
Lay wire hollow cement partition wall in the light steel rib of the utility model belongs to the wall constructing technology field of building.
Background technology
The metope structure of building has progressively been eliminated the solid clay brick structure at present, begins to adopt the construction method of reinforcing bar complexed metal net.Patent announcement CN2780871Y discloses a kind of light rail building net partition board, solidify to form by wire lath and light aggregate and cement paste, wire lath be shaped as a plurality of trapezoidal waveforms that couple together; Through connector two-layer dividing plate is installed together, covers with concrete then, this structure is owing to adopt connector to connect wire lath; Workload is big; Cost of manufacture is high, and wire lath vertically do not strengthen rib, and anti-bending strength is relatively poor; Bulk strength is not enough, also must extra mounting reinforcing steel bars to increase steel mesh intensity.
The utility model content
Lay wire hollow cement partition wall in the light steel rib of the utility model has overcome the deficiency that prior art exists, and lay wire hollow cement partition wall in the light steel rib that a kind of intensity is high, in light weight, cost is low is provided.
In order to solve the problems of the technologies described above; The technical scheme that the utility model adopts is: lay wire hollow cement partition wall in the light steel rib; Comprise two identical, symmetrically arranged waveform first wire lath sheets of shape and the second wire lath sheet and cement mortar and lightweight aggregate; The said first wire lath sheet and the second wire lath sheet are fixed together; External surface at the first wire lath sheet and the second wire lath sheet is coated with said cement mortar and lightweight aggregate, and the structure of the said first wire lath sheet and the second wire lath sheet is: many cross rib muscle are arranged in the lateral attitude of wire lath sheet, suppressed many perpendicular ribs in vertical bending position of wire lath sheet.
The groove of the said first wire lath sheet is provided with hasp, on the said second wire lath sheet with the said first wire lath sheet on the corresponding high spot of hasp be provided with down hasp, the said hasp of going up is connected with said time snap.
The grid of said first wire lath sheet and the said second wire lath sheet is the oblique graticule mesh of strip, reverses 90 ° between net stalk and the wire lath.
The utility model compared with prior art has following beneficial effect.
1, the utility model is processed with equidistant many cross rib muscle and perpendicular rib along the waveform direction, makes the wire lath surface stressed evenly, has effectively improved the intensity of wire lath; Simultaneously cement mortar and the lightweight aggregate that combines with the wire lath sheet played " hoop effect " and " limit is split effect "; Thereby improved antidetonation, bending resistance, shock resistance and the load-carrying ability of body of wall unitary construction, reduced the use amount of reinforcing bar, practiced thrift building materials; Quick construction is convenient, but automated production.
2, lay wire hollow cement partition wall in the light steel rib of the utility model; Make light wall material integrate the steel frame braced structures, the vertical part of body of wall connects the ribbing concrete structure owing to form the multiple tracks tubulose after having filled cement mortar and lightweight aggregate in the wire lath groove, plays the lacing wire effect; Thereby make wall skeleton cross rib muscle and the mutual cross fixation of perpendicular rib; Stress surface is evenly distributed, and has improved the intensity and the stability of lightweight body of wall, energy-conserving and environment-protective.
3, hollow rack combining structure adopts hasp type and two kinds of methods of interspersed rivet clasp formula in the utility model, effectively with two wire lath sheets structure that closely is connected to one, has replaced traditional connector; Reduced the complicated procedures of forming in the installation process; On-site consolidation is constructed, and has reduced workman's workload, has improved operating efficiency; Reduced installation cost, easy for installation.
Description of drawings
Below in conjunction with accompanying drawing the utility model is done further explanation.
Fig. 1 is the structural representation of the utility model.
Fig. 2 is the expanded view of the utility model wire lath sheet.
Fig. 3 is the enforcement illustration of the utility model wire lath sheet.
Among the figure, 1 is that the first wire lath sheet, 2 is that the second wire lath sheet, 3 is that cement mortar, 4 is that cross rib muscle, 5 is that hasp under last hasp, 7 is, 8 obstructs for netting for erecting rib, 6.
The specific embodiment
Like Fig. 1, shown in Figure 2; Lay wire hollow cement partition wall in the light steel rib of the utility model; Comprise two identical, symmetrically arranged waveform first wire lath sheets 1 of shape and the second wire lath sheet 2 and cement mortar 3; The said first wire lath sheet 1 and the second wire lath sheet 2 are fixed together; External surface at the first wire lath sheet 1 and the second wire lath sheet 2 is coated with said cement mortar 3, and the structure of the said first wire lath sheet 1 and the second wire lath sheet 2 is: many cross rib muscle 4 are arranged in the lateral attitude of wire lath sheet, suppressed many perpendicular ribs 5 in vertical bending position of wire lath sheet.
The groove of the said first wire lath sheet 1 is provided with hasp 6, on the said second wire lath sheet 2 with the said first wire lath sheet 1 on the corresponding high spot of hasp be provided with down hasp 7, the said hasp 6 of going up is connected with said hasp 7 down.
The grid of said first wire lath sheet 1 and the said second wire lath sheet 2 is the oblique graticule mesh of strip, reverses 90 ° between net stalk 8 and the wire lath.
As shown in Figure 3, be that the wire lath sheet adopts interspersed rivet clasp formula to connect in the utility model, such structure makes the connection of two wire lath sheets more quick firmly.
The optimum structure of wire lath sheet is that cross rib muscle width is 10～15mm in the utility model, and cross rib muscle spacing is 30～50mm, and perpendicular rib spacing is 25～80mm, and the length and the width of wire lath sheet are unrestricted.
Lay wire hollow cement partition wall in the light steel rib of the utility model, the wire lath grid adopts the punching press otch, expands the tension and compression moulding then, does not destroy the plasticity of panel beating, and does not have waste material, and the wire lath sheet intensity that processes is high, has reduced the use amount of reinforcing bar, practices thrift cost.
Lay wire hollow cement partition wall in the light steel rib of the utility model adopts in the light steel and forms space truss structure after the combination of lay wire symmetry, and cellular design is adopted in the lay wire hollow part in the light steel; Rigidity and mechanical property are higher, and overall performance is good, and the steel mesh hollow bulb is arranged in order; Support each other, the expense of having practiced thrift constructional materials and constructor effectively is installed and difficulty of construction thereby reduced the body of wall steel mesh; Improved the duration, reduced construction integrated cost expense, there is equidistant groove on the steel mesh surface; But other constructional materialss such as fill concrete form tubulose ribbing concrete structure, and this kind structural mechanical property satisfies shockproof requirements; In addition, materials such as insulation, sound insulation can be filled in the hollow part, have promoted the value of body of wall.
The utility model can generally be used in all kinds of engineering construction projects, fills like the exterior wall of frame structure building, divides indoor partition wall; Balcony; Washroom, escalator, dilapidated house strengthening reconstruction, building adds layer, and in many project constructions such as all kinds of steel structure building masonry wall application.Easy construction does not fast have specific (special) requirements, but body of wall Bao Kehou (7 centimeters-20 centimeters of thickness of wall body) all can reach each item design standard, does not have height and length restriction.
Combine accompanying drawing that the embodiment of the utility model has been done detailed description above; But the utility model is not limited to the foregoing description; In the ken that those of ordinary skills possessed, can also under the prerequisite that does not break away from the utility model aim, make various variations.For example, the hasp connected mode of two wire lath sheets 1 of the utility model and 2 contact positions, the mode that also can adopt thin wire to bind, the compacting groove can further improve the intensity of wire lath sheet etc. on cross rib muscle 4.
Claims (3)
1. lay wire hollow cement partition wall in the light steel rib; Comprise two identical, symmetrically arranged waveform first wire lath sheets (1) of shape and the second wire lath sheet (2) and cement mortar (3); The said first wire lath sheet (1) and the second wire lath sheet (2) are fixed together; External surface at the first wire lath sheet (1) and the second wire lath sheet (2) is coated with said cement mortar (3); The structure that it is characterized in that the said first wire lath sheet (1) and the second wire lath sheet (2) is: many cross rib muscle (4) are arranged in the lateral attitude of wire lath sheet, suppressed many perpendicular ribs (5) in vertical bending position of wire lath sheet.
2. lay wire hollow cement partition wall in the light steel rib according to claim 1; It is characterized in that; The groove of the said first wire lath sheet (1) is provided with hasp (6); The said second wire lath sheet (2) is upward gone up the corresponding high spot of hasp with the said first wire lath sheet (1) and is provided with down hasp (7), and the said hasp (6) of going up is connected with said hasp (7) down.
3. lay wire hollow cement partition wall in the light steel rib according to claim 1 is characterized in that the grid of said first wire lath sheet (1) and the said second wire lath sheet (2) is the oblique graticule mesh of strip, reverses 90 ° between net stalk (8) and the wire lath.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201048875U CN202492946U (en) | 2012-03-20 | 2012-03-20 | Light steel ribbed bar internal mesh hollow cement partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012201048875U CN202492946U (en) | 2012-03-20 | 2012-03-20 | Light steel ribbed bar internal mesh hollow cement partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202492946U true CN202492946U (en) | 2012-10-17 |
Family
ID=46999181
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012201048875U Expired - Lifetime CN202492946U (en) | 2012-03-20 | 2012-03-20 | Light steel ribbed bar internal mesh hollow cement partition wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202492946U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507492A (en) * | 2016-02-04 | 2016-04-20 | 北京天基新材料股份有限公司 | Mortise and tenon type montmorillonite combined external wall |
| CN106760238A (en) * | 2016-12-07 | 2017-05-31 | 青岛蓝天创先科技服务有限公司 | The foam concrete composite color steel plate and processing method of a kind of double-deck ripple superimposed |
| CN107965088A (en) * | 2017-11-20 | 2018-04-27 | 西昌旺权建筑装饰装修有限公司 | A kind of novel wall structure |
| CN109184048A (en) * | 2018-11-07 | 2019-01-11 | 绵阳中正科技有限公司 | A kind of cementitious premix ribbing light partition wall and its assemble method for building interior |
-
2012
- 2012-03-20 CN CN2012201048875U patent/CN202492946U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507492A (en) * | 2016-02-04 | 2016-04-20 | 北京天基新材料股份有限公司 | Mortise and tenon type montmorillonite combined external wall |
| CN105507492B (en) * | 2016-02-04 | 2017-07-18 | 北京天基新材料股份有限公司 | A kind of swollen stone combined exterior wall of mortise and tenon formula |
| CN106760238A (en) * | 2016-12-07 | 2017-05-31 | 青岛蓝天创先科技服务有限公司 | The foam concrete composite color steel plate and processing method of a kind of double-deck ripple superimposed |
| CN107965088A (en) * | 2017-11-20 | 2018-04-27 | 西昌旺权建筑装饰装修有限公司 | A kind of novel wall structure |
| CN107965088B (en) * | 2017-11-20 | 2024-02-27 | 西昌旺权建筑装饰装修有限公司 | Wall structure |
| CN109184048A (en) * | 2018-11-07 | 2019-01-11 | 绵阳中正科技有限公司 | A kind of cementitious premix ribbing light partition wall and its assemble method for building interior |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181122 Address after: 030000 Shanxi Taiyuan Comprehensive Reform Demonstration Zone Taiyuan Xuefu Park E-commerce Industrial Park No. 10 E-commerce Industrial Park B Block 2, 4 Labang Zhongchuang Space 022 Patentee after: Shanxi Tonghua Building Materials Co., Ltd. Address before: 030012 South 15 Building, 163 Nanneihuan Street, Yingze District, Taiyuan City, Shanxi Province Patentee before: Miao Aisheng |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20121017 |