CN2576849Y - Parallel-net wall-building formwork - Google Patents
Parallel-net wall-building formwork Download PDFInfo
- Publication number
- CN2576849Y CN2576849Y CN 02266993 CN02266993U CN2576849Y CN 2576849 Y CN2576849 Y CN 2576849Y CN 02266993 CN02266993 CN 02266993 CN 02266993 U CN02266993 U CN 02266993U CN 2576849 Y CN2576849 Y CN 2576849Y
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- CN
- China
- Prior art keywords
- web plate
- indentation
- building formwork
- parallel
- wall
- 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
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Abstract
The utility model relates to a parallel-net wall-building formwork which is formed by the combination of more than one zigzag net plate according to corresponding relation. The zigzag net plate is a separable structure and is conveniently spliced according to requirements, and is conveniently stacked and conveyed. After the utility model adopts the technical proposal of splicing, construction is convenient, and the quality of the construction is enhanced.
Description
Technical field
The utility model relates to building, the parallel-net wall-building formwork that especially a kind of web plate constitutes.
Background technology
In order to overcome the drawback of traditional walling mode, some wall-building formwork has used metal otter board to do the basis.But, also there are some still unsolved technical problems in the wall-building formwork of making the basis of metal otter board, especially the connectivity problem of metal otter board, the wire lath wall-building formwork that has is to be harmonious by corresponding relation by indentation metal otter board more than two layers with forming, and form the hollow structure of up/down perforation, though the wire lath wall-building formwork of this hollow structure has removed steel frame, has brought other unfavorable factor, easy compressive deformation in carrying and transportation.Such as, " the wall structure of building " technical scheme that China Patent No. 012080829 proposes.Though " the wall structure of building " technical scheme that China Patent No. 012080829 proposes has been removed steel frame, and has therefore been reduced manufacturing cost.But this patent has also produced other technical problem except transporting inconvenience, and must increase " can contract the bodily form into strips " and technical characterictics such as " having fitting portion and convex body " could implement.Learn from independence " claims " the record content of this patent, " can contract the bodily form into strips " and " having fitting portion and convex body " is the essential feature of finishing this invention, and " manual " of this patent also put down in writing the effect of " can contract the bodily form into strips " and " having fitting portion and convex body ", and its effect is " forming an elastic space " and " having preferable appearance ".In order to solve the connectivity problem of metal otter board, this patent has provided the horizontal connectivity scenario of many metal otter boards, but construction is not too convenient, is unfavorable for improving work efficiency.
Summary of the invention
The purpose of this utility model provides and a kind ofly merges the wall-building formwork form by the individual layer web plate, the not only easy construction of this wall-building formwork, and can realize the splicing of various ways, purposes is variation also.
The purpose of this utility model is achieved in that uses indentation web plate more than two layers, be merged into the tabular template of hollow by corresponding relation, perhaps use indentation web plate more than two layers, be merged into the tabular template of hollow, and between the hollow web plate, add filler by corresponding relation.
The utility model also has further technical scheme: in order to improve the intensity of netted wall-building formwork, be embedded in keel in netted wall-building formwork centre or groove.
Advantage of the present utility model: because, the utility model is merged into the tabular template of hollow by indentation web plate more than two layers by corresponding relation, perhaps uses indentation web plate more than two layers, be merged into the tabular template of hollow by corresponding relation, and between the hollow web plate, add filler.So the utility model is not only simple in structure, and be convenient to stack and transport.
Description of drawings
Fig. 1 is the utility model indentation monolithic web plate structural representation.
Fig. 2 is the structural representation that the utility model symmetry is just being spliced.Among the figure: the 201-hollow channel; The 202-groove.
Fig. 3 is the structural representation that the utility model is laterally installed.
Fig. 4 is the whitewashing structural representation that the utility model symmetry is just being spliced.Among the figure: 401-indentation web plate; The 402-hollow channel; 403-cement.
Fig. 5 is the structural representation that the utility model indentation web plate staggers and installs.
Fig. 6 is the structural representation schematic diagram of the negative splicing of the utility model web plate symmetry.
Fig. 7 is a thickness adjustable structure schematic diagram of the present utility model.Among the figure: 701-indentation web plate; The 702-keel.
Fig. 8 is the structural representation of the utility model packing.Among the figure: 801-indentation web plate; The 802-filler.
Fig. 9 is the structural representation of the positive and negative installation of the utility model web plate.
Figure 10 is the negative structural representation that packing is installed of the utility model web plate.Among the figure: 101-indentation web plate; The 102-filler.
The specific embodiment
Referring to Fig. 1 to Figure 10.When the utility model was installed, the indentation web plate can be fixed by the upper and lower holder that is fixed on building top and bottom, and last holder can be used channel, following holder L sections, and holder can be fixed by the steel nail of gunpowder ail gun emission up and down.Fig. 1 is the indentation web plate of individual layer, and Fig. 2 is the positive connecting method of indentation web plate symmetry of individual layer.The indentation web plate can the method splicing such as tie up by fastener or iron wire system, perhaps uses special-purpose snapping instrument and fastener that the indentation web plate is stitched together.Can load fire proofing material or sound insulation materials in the hollow channel (202), in order to improve spliced indentation web plate intensity, can add vertical keel in the groove (202) of indentation web plate or hollow channel (202), vertical keel can be connected with holder up and down by iron wire colligation or screw.As required, the indentation web plate also can adopt horizontally-spliced mode to splice as shown in Figure 3.
Fig. 4 is the positive splicing construction of symmetry of the indentation web plate of individual layer.This structures to form mode is commonplace, and the splicing of indentation web plate (401) symmetry is than being easier to alignment, and it is also easy to install, and is fit to common usefulness and asks, and also can insert the occasion that fire proofing material or sound insulation materials are used to have specific (special) requirements in hollow channel (402).For fear of the common effect that web plate symmetry splicing brings, the indentation web plate connecting method that can stagger as shown in Figure 5, or adopt positive and negative formula as shown in Figure 9 to connect mode.
In order to improve the load bearing stength of body of wall, the indentation web plate also can adopt the negative connecting method of installing of symmetry as shown in Figure 6.This connecting method can make the indentation web plate hold more cement and can improve the load bearing stength of body of wall.
Vertical keel (702) width and walling thickness have direct relation, add the thickness that vertical keel can be regulated wall form easily between the indentation web plate, and realize that wall form thickness is adjustable.
Between indentation web plate (801), add filler (802) and not only can improve the intensity of body of wall, also can make body of wall that fire prevention or sound insulation function are arranged.When filler (802) is stone, the intensity of body of wall can be strengthened, and when filler (802) waited other damping material for foaming, body of wall had just had sound insulation and heat insulation function, when filler (802) was asbestos or other fire proofing material, body of wall had just had fire-proof function.
In order to make existing sound insulation of body of wall and heat insulation function, and also has certain load bearing stength, the indentation web plate can adopt the negative formula connecting method of cavity as shown in figure 10, can add filler (102) in the space that indentation web plate (101) forms, filler (102) can be selected according to the function of body of wall.
The connecting method of indentation web plate of the present utility model is not limited to above-mentioned example, and all connecting methods all can add filler, and can carry out thickness adjusted, and thickness adjusted is to realize by the width of keel.Can adopt multiple mode to splice and be only the purpose of this utility model.
Claims (6)
1, a kind of parallel-net wall-building formwork is characterised in that, use the indentation web plate more than two layers, be merged into the tabular template of hollow by corresponding relation, or use indentation web plate more than two layers, be merged into the tabular template of hollow by corresponding relation, and between the hollow web plate, add filler.
2, a kind of parallel-net wall-building formwork according to claim 1 is characterized in that, is provided with vertical keel in the hollow channel of indentation web plate or in the groove.
3, a kind of parallel-net wall-building formwork according to claim 1 is characterized in that, in the hollow channel of indentation web plate or be provided with the vertical keel of different in width in the groove.
4, a kind of parallel-net wall-building formwork according to claim 1 is characterized in that, the indentation web plate can adopt symmetry just to splice, or the negative splicing of symmetry, or the splicing of staggering, or positive and negative splicing, or the negative formula splicing of cavity.
5, a kind of parallel-net wall-building formwork according to claim 1 is characterized in that the indentation web plate can adopt horizontal connecting method.
6, a kind of parallel-net wall-building formwork according to claim 1 is characterized in that, indentation web plate (801) adopts forward symmetry connecting method, and adds filler (802) in the centre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02266993 CN2576849Y (en) | 2002-09-09 | 2002-09-09 | Parallel-net wall-building formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 02266993 CN2576849Y (en) | 2002-09-09 | 2002-09-09 | Parallel-net wall-building formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2576849Y true CN2576849Y (en) | 2003-10-01 |
Family
ID=33732691
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 02266993 Expired - Fee Related CN2576849Y (en) | 2002-09-09 | 2002-09-09 | Parallel-net wall-building formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2576849Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535685A (en) * | 2012-01-16 | 2012-07-04 | 韦作友 | External wall of hollow internal model steel plate net cement seismic resistance and heat preservation wall |
| CN102733510A (en) * | 2012-07-13 | 2012-10-17 | 韦作友 | Hollow interior formwork expanded metal lath cement anti-seismic heat-preservation-wall interior wall |
| CN103541515A (en) * | 2012-07-10 | 2014-01-29 | 重庆前鼎金属材料有限公司 | Clamping spring for screen plates and method for connecting screen plates |
| CN105926823A (en) * | 2016-06-24 | 2016-09-07 | 浙江正合建筑网模有限公司 | Cavity mesh formwork member |
| CN105971198A (en) * | 2016-06-24 | 2016-09-28 | 浙江正合建筑网模有限公司 | Cavity net mold component |
| CN107882275A (en) * | 2017-12-26 | 2018-04-06 | 临泉县文献建材有限公司 | A kind of corrugation for cement foamed heat retaining composite tiles |
| CN113026937A (en) * | 2019-12-24 | 2021-06-25 | 广东江南金工科技股份有限公司 | Broken line type profiling hollow steel plate |
| CN113026939A (en) * | 2019-12-24 | 2021-06-25 | 广东江南金工科技股份有限公司 | Linear type profiled hollow steel plate |
-
2002
- 2002-09-09 CN CN 02266993 patent/CN2576849Y/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535685A (en) * | 2012-01-16 | 2012-07-04 | 韦作友 | External wall of hollow internal model steel plate net cement seismic resistance and heat preservation wall |
| CN103541515A (en) * | 2012-07-10 | 2014-01-29 | 重庆前鼎金属材料有限公司 | Clamping spring for screen plates and method for connecting screen plates |
| CN103541515B (en) * | 2012-07-10 | 2016-12-21 | 重庆前鼎金属材料有限公司 | A kind of method utilizing jump ring to connect web plate |
| CN102733510A (en) * | 2012-07-13 | 2012-10-17 | 韦作友 | Hollow interior formwork expanded metal lath cement anti-seismic heat-preservation-wall interior wall |
| CN105926823A (en) * | 2016-06-24 | 2016-09-07 | 浙江正合建筑网模有限公司 | Cavity mesh formwork member |
| CN105971198A (en) * | 2016-06-24 | 2016-09-28 | 浙江正合建筑网模有限公司 | Cavity net mold component |
| CN107882275A (en) * | 2017-12-26 | 2018-04-06 | 临泉县文献建材有限公司 | A kind of corrugation for cement foamed heat retaining composite tiles |
| CN113026937A (en) * | 2019-12-24 | 2021-06-25 | 广东江南金工科技股份有限公司 | Broken line type profiling hollow steel plate |
| CN113026939A (en) * | 2019-12-24 | 2021-06-25 | 广东江南金工科技股份有限公司 | Linear type profiled hollow steel plate |
| CN113026939B (en) * | 2019-12-24 | 2024-02-13 | 广东江南金工科技股份有限公司 | Linear profiling hollow steel plate |
| CN113026937B (en) * | 2019-12-24 | 2024-02-13 | 广东江南金工科技股份有限公司 | Folding line type profiled hollow steel sheet |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP02 | Change in the address of a patent holder |
Address after: Shanghai Minhang District Huacao town Ji He Lu 505 Lane 4, zip code: 201107 Patentee after: Lianggu Building Material (Shanghai) Co., Ltd. Address before: Shen Baolin, building 333, No. 1 North min Road, Hua Cao Town, Shanghai, Minhang District, please. Zip code: 201107 Patentee before: Lianggu Building Material (Shanghai) Co., Ltd. |
|
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20031001 |