CN215407425U - Reinforced concrete shear wall template positioning device - Google Patents
Reinforced concrete shear wall template positioning device Download PDFInfo
- Publication number
- CN215407425U CN215407425U CN202120271289.6U CN202120271289U CN215407425U CN 215407425 U CN215407425 U CN 215407425U CN 202120271289 U CN202120271289 U CN 202120271289U CN 215407425 U CN215407425 U CN 215407425U
- Authority
- CN
- China
- Prior art keywords
- shear wall
- positioning
- template
- main board
- reinforced concrete
- 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
Links
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 11
- 239000004567 concrete Substances 0.000 claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000004568 cement Substances 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 238000009434 installation Methods 0.000 claims description 15
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 14
- 229910052742 iron Inorganic materials 0.000 claims description 7
- 238000005452 bending Methods 0.000 claims description 4
- 238000009415 formwork Methods 0.000 claims 1
- 238000000034 method Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 14
- 239000011241 protective layer Substances 0.000 abstract description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a reinforced concrete shear wall template positioning device, wherein a positioning assembly comprises a positioning main board, mounting holes, cement nails, mounting support plates and connecting plates; the steel sheet shear wall concrete protective layer is convenient to operate and high in construction efficiency, the steel sheet is fixed on a template positioning axis at two sides of the shear wall by cement nails, and the shear wall template is tightly attached to the vertical section of the steel sheet to control the thickness of the shear wall concrete protective layer, so that the risk of floor leakage is reduced, the construction progress is accelerated, and the labor cost is saved.
Description
Technical Field
The utility model belongs to the technical field of building construction, and particularly relates to a reinforced concrete shear wall template positioning device.
Background
In the building engineering, the template positioning of shear force wall both sides is according to traditional construction method to drill on the concrete floor, come control module board and shear force wall protective layer thickness between the downthehole with short steel bar head insert, but generally speaking, when template positioning steel bar construction, not only damage the quality of floor concrete, cause the seepage risk, and the cost of labor is high moreover, the efficiency of construction is low, be unfavorable for safe civilized construction's development, in order to guarantee that shear force wall concrete protective layer thickness is within the standard tolerance, it is necessary nature to solve this technical problem.
SUMMERY OF THE UTILITY MODEL
Aiming at the problems, the utility model provides a reinforced concrete shear wall template positioning device which is convenient to operate and high in construction efficiency, and can ensure the thickness of a concrete protective layer of a shear wall.
The purpose of the utility model can be realized by the following technical scheme: a reinforced concrete shear wall template positioning device comprises a positioning assembly and a shear wall, wherein a floor slab is fixedly arranged on the shear wall, a template is fixedly arranged on the floor slab, shear wall reinforcing steel bars are arranged on the inner side of the template, and the shear wall reinforcing steel bars are fixedly arranged on the shear wall; the positioning assembly comprises a positioning main board, a mounting hole, a cement nail, a mounting support plate and a connecting plate; the concrete floor slab is characterized in that connecting plates are fixedly mounted at two ends of the positioning main plate respectively and are perpendicular to the positioning main plate, one end, far away from the positioning main plate, of each connecting plate is fixedly connected with an installation supporting plate, the installation supporting plates are parallel to the positioning main plate, a plurality of groups of installation holes are formed in the installation supporting plates, and cement nails penetrate through the installation holes and are fixedly mounted on a floor slab.
The utility model has further technical improvements that: the positioning main board, the mounting support plate and the connecting plate are formed by bending a whole iron plate.
The utility model has further technical improvements that: and the connecting plates and the template positioning axes on the floor slabs at two sides of the shear wall are in the same vertical plane.
The utility model has further technical improvements that: the connecting plate is attached to the surface of the floor slab.
Compared with the prior art, the utility model has the beneficial effects that:
the construction method has the advantages that operation can be facilitated, construction efficiency is high, the thickness of the concrete protective layer of the shear wall can be guaranteed, the iron sheet is fixed on the template positioning axes of the two sides of the shear wall through the cement nails, the shear wall template is tightly attached to the vertical section of the iron sheet to be installed, the thickness of the concrete protective layer of the shear wall is controlled, the risk of floor leakage is reduced, construction progress is accelerated, and labor cost is saved.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a schematic view of the overall mounting structure of the present invention;
fig. 2 is a schematic perspective view of the present invention.
In the figure: 1. positioning the main board; 2. mounting holes; 3. a cement nail; 4. shear wall reinforcing steel bars; 5. a template; 6. a floor slab; 7. mounting a support plate; 8. a connecting plate; 9. a shear wall.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-2, a reinforced concrete shear wall template positioning device includes a positioning assembly and a shear wall 9, wherein a floor slab 6 is fixedly arranged on the shear wall 9, a template 5 is fixedly arranged on the floor slab 6, shear wall steel bars 4 are arranged on the inner side of the template 5, and the shear wall steel bars 4 are fixedly arranged on the shear wall 9; the positioning assembly comprises a positioning main board 1, a mounting hole 2, a cement nail 3, a mounting support plate 7 and a connecting plate 8; the concrete floor slab is characterized in that connecting plates 8 are fixedly mounted at two ends of the positioning main board 1 respectively, the connecting plates 8 are perpendicular to the positioning main board 1, one end, far away from the positioning main board 1, of each connecting plate 8 is fixedly connected with an installation supporting plate 7, the installation supporting plates 7 are parallel to the positioning main board 1, a plurality of groups of installation holes 2 are formed in the installation supporting plates 7, and cement nails 3 penetrate through the installation holes 2 and are fixedly mounted on the floor slab 6.
The positioning main board 1, the mounting support plate 7 and the connecting plate 8 are formed by bending a whole iron plate.
The connecting plate 8 and the template positioning axes on the floor slabs 6 at two sides of the shear wall 9 are in a vertical plane.
The connecting plate 8 is attached to the surface of the floor slab 6, so that the thickness of the concrete protection layer between the template 5 and the shear wall steel bar 4 is controlled.
The working principle is as follows: when the concrete shear wall is used, the positioning main board 1, the mounting support plate 7 and the connecting board 8 are formed by bending iron plates with the thickness of 5mm and the width of 20mm, and cement nails 3 penetrate through mounting holes 2 formed in the mounting support plate 7 so as to be fixed on template positioning axes on concrete floors 6 on two sides of the shear wall 9; the positioning axes of the connecting plates 8 and the templates on the floor slabs 6 on two sides of the shear wall 9 are in a vertical plane; the template 5 is tightly attached to the connecting plate 8 of the iron plate to be installed so as to control the thickness of the concrete protective layer between the template 5 and the shear wall steel bar 4; the device is convenient to operate, improves the construction efficiency, reduces the risk of floor leakage compared with the traditional construction method, saves the labor cost, ensures the field civilized construction, and realizes the index of green construction.
The preferred embodiments of the utility model disclosed above are intended to be illustrative only. The preferred embodiments are not intended to be exhaustive or to limit the utility model to the precise forms disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the utility model and the practical application, to thereby enable others skilled in the art to best utilize the utility model. The utility model is limited only by the claims and their full scope and equivalents.
Claims (4)
1. A reinforced concrete shear wall template positioning device comprises a positioning assembly and a shear wall (9), wherein a floor slab (6) is fixedly arranged on the shear wall (9), a template (5) is fixedly arranged on the floor slab (6), shear wall steel bars (4) are arranged on the inner side of the template (5), and the shear wall steel bars (4) are fixedly arranged on the shear wall (9); the method is characterized in that: the positioning assembly comprises a positioning main board (1), a mounting hole (2), a cement nail (3), a mounting support plate (7) and a connecting plate (8); the concrete floor slab is characterized in that connecting plates (8) are fixedly mounted at two ends of the positioning main board (1) respectively, the connecting plates (8) are perpendicular to the positioning main board (1), one end of each connecting plate (8) far away from the positioning main board (1) is fixedly connected with an installation supporting plate (7), the installation supporting plates (7) are parallel to the positioning main board (1), a plurality of groups of installation holes (2) are formed in the installation supporting plates (7), and cement nails (3) penetrate through the installation holes (2) and are fixedly mounted on the floor slab (6).
2. The reinforced concrete shear wall formwork positioning device as claimed in claim 1, wherein the positioning main plate (1), the mounting support plate (7) and the connecting plate (8) are formed by bending a whole iron plate.
3. A reinforced concrete shear wall form locating device as claimed in claim 1, wherein the connecting plates (8) are in a vertical plane with the form locating axes on the floor slabs (6) on both sides of the shear wall (9).
4. A reinforced concrete shear wall form locating device as claimed in claim 1, wherein the connecting plate (8) is attached to the floor (6) surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120271289.6U CN215407425U (en) | 2021-01-30 | 2021-01-30 | Reinforced concrete shear wall template positioning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120271289.6U CN215407425U (en) | 2021-01-30 | 2021-01-30 | Reinforced concrete shear wall template positioning device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215407425U true CN215407425U (en) | 2022-01-04 |
Family
ID=79662280
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120271289.6U Expired - Fee Related CN215407425U (en) | 2021-01-30 | 2021-01-30 | Reinforced concrete shear wall template positioning device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215407425U (en) |
-
2021
- 2021-01-30 CN CN202120271289.6U patent/CN215407425U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220104 |