CN219794631U - Unilateral reinforcing template for shear wall - Google Patents
Unilateral reinforcing template for shear wall Download PDFInfo
- Publication number
- CN219794631U CN219794631U CN202321279258.0U CN202321279258U CN219794631U CN 219794631 U CN219794631 U CN 219794631U CN 202321279258 U CN202321279258 U CN 202321279258U CN 219794631 U CN219794631 U CN 219794631U
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- template
- nut
- gasket
- outer side
- split bolt
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 21
- 230000002787 reinforcement Effects 0.000 claims abstract description 8
- 238000009415 formwork Methods 0.000 claims description 33
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 14
- 125000006850 spacer group Chemical group 0.000 claims description 6
- 239000000463 material Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 13
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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Abstract
The utility model discloses a unilateral reinforcing template for a shear wall, which comprises an outer template, an inner template and a split bolt for connecting the outer template and the inner template, wherein the outer template and the inner template are symmetrically arranged, each of the outer template and the inner template comprises a panel, a vertical back ridge and a transverse back ridge which are arranged on the outer side surface of the panel, a first gasket is arranged on the outer side surface of the outer template, and a first nut is fixed on the first gasket; the outer side surface of the inner side template is provided with a second gasket; one end of the split bolt sequentially passes through the second gasket, the inner side template, the outer side template and the first gasket to be connected with the first nut, and the other end of the split bolt is provided with the second nut to lock the split bolt. The utility model sets a first nut matched with the split bolt on the outer side of the outer side template; the split bolt penetrates through the inner side template and the outer side template to be connected with the first nut and is locked through the second nut; the setting, reinforcement, correction and the like of the templates can be finished on one side of the wall body, so that the construction speed is increased, and the construction period is saved.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a single-side reinforcing template for a shear wall.
Background
With the rapid development of the whole building industry, the functional use requirements of the building are continuously increased, a plurality of narrow spaces are formed, and the templates of the existing shear wall are usually supported on two sides of the wall; the space between adjacent walls is small, constructors are difficult to enter the formwork to support, the formwork construction is difficult to operate, the construction difficulty is high, and the quality is difficult to control. Therefore, it is necessary to design a unilateral reinforcing template for a shear wall, the template is supported on one side, the construction of the shear wall at a narrow space of a building is realized, and the problem that personnel cannot enter during the installation of the template is solved.
Disclosure of Invention
The utility model aims to solve the technical problem of providing a single-side reinforcing template for a shear wall, which solves the problem that the construction template of the shear wall in a narrow space of a building is difficult to prop up.
The technical scheme adopted by the utility model for solving the technical problems is to provide a unilateral reinforcing template for a shear wall, which comprises an outer template, an inner template and split bolts for connecting the outer template and the inner template, wherein the outer template and the inner template are symmetrically arranged, each of the outer template and the inner template comprises a panel, a vertical back ridge and a transverse back ridge which are arranged on the outer side surface of the panel, a first gasket is arranged on the outer side surface of the outer template, and a first nut is fixed on the first gasket; the outer side surface of the inner side template is provided with a second gasket; one end of the split bolt sequentially penetrates through the second gasket, the inner side template, the outer side template and the first gasket to be connected with the first nut, and the second nut is arranged at the other end of the split bolt to lock the split bolt.
Further, the vertical back edge is fixed on the panel, and the transverse back edge is fixed on the vertical back edge; the number of the vertical back edges is multiple, the vertical back edges are arranged at intervals, and the distance between the vertical back edges is 30cm-35cm; the transverse back edges are arranged in a plurality of groups, and the plurality of groups of the transverse back edges are arranged at intervals; the spacing between each group of the transverse back ridges is 70cm-80cm; each group of the transverse back edges comprises two parallel transverse back edges, and the distance between the two transverse back edges of each group is 8cm-10cm.
Further, the first gasket is fixed on one group of the transverse back ribs of the outer side template; the first gasket is welded with the transverse back ridge; the first gaskets are a plurality of, and a plurality of the first gaskets are evenly distributed.
Further, the first gasket is welded with the first nut; the first nut is in threaded connection with the split bolt.
Further, the second gasket is fixed on one group of the transverse back ribs of the inner side template; the second gasket is welded with the transverse back ridge; the second gaskets are a plurality of, and a plurality of second gaskets are evenly distributed.
Further, the second nut is in threaded connection with the split bolt; and the second nut is abutted against the second gasket when locking the split bolt.
Further, the outer side surfaces of the upper end and the lower end of the panel are provided with first frames; the outer side surfaces of the two sides of the panel are provided with second frames; the material of first frame is the channel-section steel, the material of second frame is the steel sheet.
Further, the vertical back edges and the horizontal back edges are made of channel steel.
Further, the panel is made of steel plates.
Compared with the prior art, the utility model has the following beneficial effects: the utility model provides a unilateral reinforcing template for a shear wall, wherein a first nut matched with a split bolt is arranged on the outer side of an outer side template; one end of the split bolt passes through the inner side template and the outer side template to be connected with the first nut, and the other end of the split bolt is locked by the second nut to connect the inner side template and the outer side template into a whole; the setting, connection, reinforcement, correction and other operations of the templates can be completed on one side of the wall, the problem that the construction templates of the shear wall are difficult to prop up in the narrow space of the building is solved, the construction speed is accelerated, and the construction period is saved.
Drawings
FIG. 1 is a schematic view of a single-sided reinforcing formwork structure for a shear wall in an embodiment of the present utility model;
FIG. 2 is an elevation view of a single-sided reinforcing form for a shear wall in an embodiment of the present utility model;
FIG. 3 is a schematic illustration of a single-sided reinforcing form for a shear wall in an embodiment of the present utility model.
In the figure:
1. a panel; 2. vertical back edges; 3. transverse back edges; 4. a first frame; 5. a second frame; 6. a split bolt; 7. a second gasket; 9. a second nut; 11. a first nut; 12. a first gasket; 100. an outer template; 200. an inner side template.
Detailed Description
The utility model is further described below with reference to the drawings and examples.
FIG. 1 is a schematic view of a single-sided reinforcing formwork structure for a shear wall in an embodiment of the present utility model; FIG. 2 is an elevation view of a single-sided reinforcing form for a shear wall in an embodiment of the present utility model.
Referring to fig. 1 and 2, a single-side reinforcing formwork for a shear wall in an embodiment of the present utility model includes an outer side formwork 100, an inner side formwork 200, and split bolts 6 connecting the outer side formwork 100 and the inner side formwork 200, wherein the outer side formwork 100 and the inner side formwork 200 are symmetrically arranged, each of the outer side formwork 100 and the inner side formwork 200 includes a panel 1, and a vertical back ridge 2 and a horizontal back ridge 3 arranged on an outer side surface of the panel 1, a first spacer 12 is arranged on an outer side surface of the outer side formwork 100, and a first nut 11 is fixed on the first spacer 12; the outer side surface of the inner side template 200 is provided with a second gasket 7; one end of the split bolt 6 sequentially passes through the second gasket 7, the inner side template 200, the outer side template 100 and the first gasket 12 to be connected with the first nut 11, and the other end is provided with a second nut 9 to lock the split bolt 6.
Specifically, the vertical back edge 2 is fixed on the panel 1, and the horizontal back edge 3 is fixed on the vertical back edge 2; the number of the vertical back edges 2 is multiple, the vertical back edges 2 are arranged at intervals, and preferably, the distance between the vertical back edges 2 is 30cm-35cm; the transverse back edges 3 are multiple groups, and the multiple groups of transverse back edges 3 are arranged at intervals; preferably, the interval between each group of transverse back ridges 3 is 70cm-80cm; each set of transverse back ribs 3 comprises two parallel transverse back ribs 3, preferably the distance between the two transverse back ribs 3 of each set is 8cm-10cm.
Preferably, the vertical back edges 2 and the horizontal back edges 3 are made of channel steel; the panel 1 is made of steel plate.
Specifically, the outer side surfaces of the upper end and the lower end of the panel 1 are provided with a first frame 4; the outer side surfaces of the two sides of the panel 1 are provided with second frames 5; preferably, the first frame 4 is made of channel steel, and the second frame 5 is made of steel plate.
With continued reference to fig. 1 and 2, in one embodiment of the present utility model, a single-sided reinforcing form for a shear wall, a first spacer 12 is secured to a set of lateral back edges 3 of an outboard form 100; the first gasket 12 is welded with the transverse back ridge 3; the first gaskets 12 are a plurality of, and the plurality of first gaskets 12 are evenly distributed. The first gasket 12 is welded with the first nut 11; the first nut 11 is screwed with the split bolt 6. The second gasket 7 is fixed on a group of transverse back edges 3 of the inner template 200; the second gasket 7 is welded with the transverse back ridge 3; the second gaskets 7 are a plurality of, and the second gaskets 7 are evenly distributed. The second nut 9 is in threaded connection with the split bolt 6; the second nut 9 abuts against the second washer 7 when the split bolt 6 is locked.
Referring to fig. 3, the unilateral reinforcing formwork for a shear wall in the embodiment of the present utility model may be applied to construction of two adjacent walls, where the space between the two adjacent walls is small enough for a constructor to enter a supporting formwork, the outer side formwork 100 is disposed on the adjacent side of the two walls, the inner side formwork 200 is disposed on the side of the two walls away from each other, and the split bolt 6 sequentially passes through the second washer 7, the inner side formwork 200, the outer side formwork 100 and the first washer 12 to be rotationally and threadedly connected with the first nut 11 on the inner side formwork 200 side; then, the inner side of the form 200 is fixed on one side, the second nut 9 is screwed into the other end of the split bolt 6, and the second nut 9 is manually fastened or loosened by a wrench to complete the mounting and correction of the form. Because the shear wall steel bars are internally provided with the positioning steel bars, the second nuts 9 are screwed and locked to the split bolts 6 during the tie, so that the outer side template 100 and the inner side template 200 are connected into a whole. The order of removing the forms is reverse to the order of installing the forms, the split bolts 6 are removed first, then the outside forms 100 are hung out, then the supports of the inside forms 200 are removed, and finally the inside forms 200 are removed.
In summary, according to the unilateral reinforcement formwork for the shear wall provided by the utility model, the first nut 11 matched with the split bolt 6 is arranged on the outer side of the outer side formwork 100; one end of the split bolt 6 passes through the inner side template 200 and the outer side template 100 to be connected with the first nut 11, and the other end is locked by the second nut 9 to connect the inner side template 200 and the outer side template 100 into a whole; the setting, connection, reinforcement, correction and other operations of the templates can be completed on one side of the wall, the problem that the construction templates of the shear wall at the narrow space of the building are difficult to prop up is solved, the construction speed is accelerated, and the construction period is saved.
While the utility model has been described with reference to the preferred embodiments, it is not intended to limit the utility model thereto, and it is to be understood that other modifications and improvements may be made by those skilled in the art without departing from the spirit and scope of the utility model, which is therefore defined by the appended claims.
Claims (9)
1. The single-side reinforcing template for the shear wall is characterized by comprising an outer template, an inner template and a split bolt for connecting the outer template and the inner template, wherein the outer template and the inner template are symmetrically arranged, each of the outer template and the inner template comprises a panel, a vertical back ridge and a horizontal back ridge which are arranged on the outer side surface of the panel, a first gasket is arranged on the outer side surface of the outer template, and a first nut is fixed on the first gasket; the outer side surface of the inner side template is provided with a second gasket; one end of the split bolt sequentially penetrates through the second gasket, the inner side template, the outer side template and the first gasket to be connected with the first nut, and the second nut is arranged at the other end of the split bolt to lock the split bolt.
2. The single-sided reinforcing formwork for a shear wall of claim 1, wherein the vertical back ridge is fixed to a panel and the lateral back ridge is fixed to the vertical back ridge; the number of the vertical back edges is multiple, the vertical back edges are arranged at intervals, and the distance between the vertical back edges is 30cm-35cm; the transverse back edges are arranged in a plurality of groups, and the plurality of groups of the transverse back edges are arranged at intervals; the spacing between each group of the transverse back ridges is 70cm-80cm; each group of the transverse back edges comprises two parallel transverse back edges, and the distance between the two transverse back edges of each group is 8cm-10cm.
3. The unilateral reinforcement formwork for shear walls of claim 2, wherein said first spacer is fixed to a set of said transversal back ridges of said outer formwork; the first gasket is welded with the transverse back ridge; the first gaskets are a plurality of, and a plurality of the first gaskets are evenly distributed.
4. The single-sided reinforcement formwork for a shear wall of claim 1, wherein the first spacer is welded with the first nut; the first nut is in threaded connection with the split bolt.
5. The unilateral reinforcement formwork for shear walls of claim 2, wherein said second spacer is fixed to a set of said transversal back ridges of said inner formwork; the second gasket is welded with the transverse back ridge; the second gaskets are a plurality of, and a plurality of second gaskets are evenly distributed.
6. The unilateral reinforcement formwork for shear walls of claim 1, wherein the second nut is threaded with the split bolt; and the second nut is abutted against the second gasket when locking the split bolt.
7. The single-sided reinforcing formwork for a shear wall of claim 1, wherein the outer side surfaces of the upper and lower ends of the panel are provided with first rims; the outer side surfaces of the two sides of the panel are provided with second frames; the material of first frame is the channel-section steel, the material of second frame is the steel sheet.
8. The single-sided reinforcing formwork for a shear wall of claim 1, wherein the vertical back ridge and the horizontal back ridge are both channel steel.
9. The single-sided reinforcing formwork for a shear wall of claim 1, wherein the panel is made of steel plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321279258.0U CN219794631U (en) | 2023-05-24 | 2023-05-24 | Unilateral reinforcing template for shear wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321279258.0U CN219794631U (en) | 2023-05-24 | 2023-05-24 | Unilateral reinforcing template for shear wall |
Publications (1)
Publication Number | Publication Date |
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CN219794631U true CN219794631U (en) | 2023-10-03 |
Family
ID=88157495
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202321279258.0U Active CN219794631U (en) | 2023-05-24 | 2023-05-24 | Unilateral reinforcing template for shear wall |
Country Status (1)
Country | Link |
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CN (1) | CN219794631U (en) |
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2023
- 2023-05-24 CN CN202321279258.0U patent/CN219794631U/en active Active
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