CN208267171U - The constructing device of the hollow concrete wall of masonry between a kind of substitution shear wall - Google Patents
The constructing device of the hollow concrete wall of masonry between a kind of substitution shear wall Download PDFInfo
- Publication number
- CN208267171U CN208267171U CN201820678993.1U CN201820678993U CN208267171U CN 208267171 U CN208267171 U CN 208267171U CN 201820678993 U CN201820678993 U CN 201820678993U CN 208267171 U CN208267171 U CN 208267171U
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- wall
- shear wall
- masonry
- pvc pipe
- hollow concrete
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Abstract
The utility model discloses a kind of constructing devices of the hollow concrete wall of masonry between substitution shear wall, the device includes existing shear wall, filling wall displacement between shear wall is disposed with pvc pipe, there is pvc pipe cap in the top oral area capping of pvc pipe, the pvc pipe is fixed with the positioning bar of filling within the walls, cracking resistance reinforced mesh is banded on positioning bar, structure, which is fixedly installed with, in filling wall and shear wall junction simultaneously draws seam partition, it draws seam partition that will fill wall by structure to separate with shear wall, and is drawn in structure and open up one group of pouring hole on seam partition.The utility model solves between traditional shear wall the drawbacks such as masonry construction is long in time limit, construction efficiency is low, waste material, the utility model is by shear wall and hollow concrete wall together pouring construction, not only avoid the defects of traditional masonry construction method extends duration, waste of manpower machine resource, and the quality of hollow concrete wall is improved, reduce masonry risk of leakage and construction cost.
Description
Technical field
The utility model relates to a kind of constructing devices of the hollow concrete wall of masonry between substitution shear wall, belong to main body knot
Structure Construction Technology field.
Background technique
In the realm of building construction, the filling wall majority between shear wall uses masonry.Traditional masonry construction need to be to main body knot
Structure can intervene construction after constructing to certain phase, extend the construction period；And building material transport, masonry need a large amount of people
Work and machinery can not efficiently utilize limited labour and mechanical equipment, result in waste of resources.In addition, horizontal because building worker
Different, masonry quality not can guarantee, and leakage, crack and other issues easily occurs.Therefore, it is necessary to improve the construction of traditional masonry
Method.
Utility model content
The purpose of the utility model is to provide a kind of simple process, it is easy for construction, construction efficiency can be can be improved
The constructing device of the hollow concrete wall of masonry between substitution shear wall, to overcome deficiency in the prior art.
The technical solution of the utility model includes: it is a kind of substitution shear wall between masonry hollow concrete wall constructing device, packet
Existing shear wall is included, the filling wall displacement between shear wall is disposed with pvc pipe, has pvc pipe in the top oral area capping of pvc pipe
Cap, the pvc pipe are fixed with the positioning bar of filling within the walls, cracking resistance reinforced mesh are banded on positioning bar, while filling
Wall and shear wall junction are fixedly installed with structure and draw seam partition, draw seam partition that will fill wall by structure and separate with shear wall
Come, and is drawn in structure and open up one group of pouring hole on seam partition.
Further, cracking resistance reinforced mesh is bound on positioning bar, prevents the hollow concrete wall after pouring from cracking.
Further, the pvc pipe is disposed with a row or a row or more.
Due to the adoption of the above technical scheme, utility model has the advantages that the utility model solves traditional shear wall
Between masonry construction is long in time limit, construction efficiency is low, the waste drawbacks such as material, the utility model is by shear wall and hollow concrete wall one
Pouring construction is played, not only avoids the defects of traditional masonry construction method extends duration, waste of manpower machine resource, and improve
The quality of hollow concrete wall, reduces masonry risk of leakage and construction cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the Section A-A figure of Fig. 1；
Fig. 3 is the section B-B figure of Fig. 2；
Fig. 4 is the layout drawing of pouring hole.
Description of symbols: 1-PVC pipe；2- positioning bar；3- structure draws seam partition；4- cracking resistance reinforced mesh；5-PVC pipe
Cap；6- pouring hole.
Specific embodiment
It is right with reference to the accompanying drawings and examples in order to keep the purpose of this utility model, technical solution and advantage clearer
The utility model is described in further detail.
The embodiments of the present invention: the structural representation of the constructing device of the hollow concrete wall of masonry between substitution shear wall
Scheme as shown in figures 1-4, including existing shear wall, the filling wall displacement between shear wall is disposed with row's pvc pipe 1, at every
The top oral area capping of pvc pipe 1 has pvc pipe cap 5, and the positioning bar 2 of the pvc pipe 1 and filling within the walls is fixed, in positioning bar 2
On be banded with cracking resistance reinforced mesh 4, while being fixedly installed with structure in filling wall and shear wall junction and drawing seam partition 3, pass through
Structure draws seam partition 3 to separate filling wall with shear wall, and draws in structure and open up one group of pouring hole 6 on seam partition 3.Together
When, cracking resistance reinforced mesh 4 is bound on positioning bar 2, prevents the hollow concrete wall after pouring from cracking.
When carrying out the construction of hollow concrete wall using the constructing device of above-mentioned hollow concrete wall, first between shear wall
It fills wall displacement and one row's pvc pipe 1 is arranged according to in-depth drawing, then closed 1 top oral area of pvc pipe with pvc pipe cap 5, and adopt
It is with positioning bar 2 that pvc pipe 1 is fixed, while drawing seam partition 3 to separate using structure with shear wall junction on filling wall, and
It is drawn in structure and opens up one group of pouring hole 6 on seam partition 3, the template of installation filling at this time wall and shear wall two sides is installed to template
After the completion, the concrete for pouring filling wall and shear wall together is shaken during casting concrete using vibrating spear
It smashes, guarantees the mobility and density of concrete；Concrete draws 6 note of pouring hole on seam partition 3 from structure in casting process
Enter to fill in wall, after concrete setting, just forms the hollow concrete wall with pvc pipe 1 between shear wall.
The utility model solves between traditional shear wall the drawbacks such as masonry construction is long in time limit, construction efficiency is low, waste material,
Shear wall and hollow concrete wall together pouring construction are not only avoided traditional masonry construction method and extend work by the utility model
The defects of phase, waste of manpower machine resource, and improve the quality of hollow concrete wall, reduce masonry risk of leakage and apply
Work cost.
Claims (3)
1. the constructing device of the hollow concrete wall of masonry between a kind of substitution shear wall, including existing shear wall, feature exist
In: the filling wall displacement between shear wall is disposed with pvc pipe (1), has pvc pipe cap (5) in the top oral area capping of pvc pipe (1),
The positioning bar (2) of the pvc pipe (1) and filling within the walls is fixed, cracking resistance reinforced mesh (4) is banded on positioning bar (2), together
When filling wall and shear wall junction be fixedly installed with structure draw seam partition (3), by structure draw seam partition (3) wall will be filled
Separate with shear wall, and is drawn in structure and open up one group of pouring hole (6) on seam partition (3).
2. the constructing device of the hollow concrete wall of masonry between substitution shear wall according to claim 1, it is characterised in that:
Cracking resistance reinforced mesh (4) are bound on positioning bar (2), prevent the hollow concrete wall after pouring from cracking.
3. the constructing device of the hollow concrete wall of masonry between substitution shear wall according to claim 1, it is characterised in that:
The pvc pipe (1) is disposed with a row or a row or more.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820678993.1U CN208267171U (en) | 2018-05-08 | 2018-05-08 | The constructing device of the hollow concrete wall of masonry between a kind of substitution shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820678993.1U CN208267171U (en) | 2018-05-08 | 2018-05-08 | The constructing device of the hollow concrete wall of masonry between a kind of substitution shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208267171U true CN208267171U (en) | 2018-12-21 |
Family
ID=64682320
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820678993.1U Active CN208267171U (en) | 2018-05-08 | 2018-05-08 | The constructing device of the hollow concrete wall of masonry between a kind of substitution shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208267171U (en) |
-
2018
- 2018-05-08 CN CN201820678993.1U patent/CN208267171U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 361000 unit 801, No. 889, fanghubei Second Road, Heshan street, Huli District, Xiamen City, Fujian Province Patentee after: China Construction Fourth Engineering Bureau Construction Development Co., Ltd Address before: No. 158, Wen Ping Road, Siming District, Xiamen, Fujian Province Patentee before: Zhongjian four Bureau fourth Construction Engineering Co., Ltd. |