CN220336441U - Shear wall template system at building corner - Google Patents
Shear wall template system at building corner Download PDFInfo
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- CN220336441U CN220336441U CN202321677477.4U CN202321677477U CN220336441U CN 220336441 U CN220336441 U CN 220336441U CN 202321677477 U CN202321677477 U CN 202321677477U CN 220336441 U CN220336441 U CN 220336441U
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- 229910000831 Steel Inorganic materials 0.000 claims description 29
- 239000010959 steel Substances 0.000 claims description 29
- 239000012634 fragment Substances 0.000 claims description 16
- 238000009415 formwork Methods 0.000 claims description 15
- 238000003466 welding Methods 0.000 claims description 9
- 230000000694 effects Effects 0.000 abstract description 4
- 238000005452 bending Methods 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a shear wall template system at a building corner, which comprises a shear wall structure, a template, vertical keels and horizontal keels, wherein the horizontal keels are formed by L-shaped keels, T-shaped keels, first vertical keels, second vertical keels, third vertical keels, first transverse keels and second transverse keels, and the L-shaped keels and the first vertical keels are fixedly connected through a first pair of pull screws; the second vertical keels and the first transverse keels are vertically arranged at two ends of the T-shaped keels; the other ends of the first transverse keels and the T-shaped keels are fixedly connected through second opposite-pull screws; the second transverse keels are vertically arranged between the L-shaped keels and the third vertical keels, and the L-shaped keels are fixedly connected with the third vertical keels through third opposite-pulling screws. The system can form a stable supporting system aiming at the shear wall in a continuous bending shape, has good fixing effect and good stability of the whole structure, ensures pouring quality, and is convenient to assemble and disassemble and high in practicability.
Description
Technical Field
The utility model relates to the technical field of building formwork support, in particular to a shear wall formwork system at a building corner.
Background
In recent years, the building structure system of China has been greatly developed, high-rise buildings and super high-rise buildings are largely constructed, the modern large-scale building system has high engineering quality requirements, and the construction technology is complex. The traditional shear wall template has more defects at least in the building process, such as single fixing structure and poor fixing effect when the template at the end part of the traditional shear wall is built, and meanwhile, the phenomenon of dislocation easily occurs at the collision angle of the template, so that the positioning and fixing of the template are inconvenient, and the pouring quality is poor. The utility model patent with the application number of CN201610173340.3 discloses a shear wall formwork support, which comprises two side formworks which are oppositely arranged and an end face formwork which is positioned between the two side formworks, wherein the end face formwork is perpendicular to the side formworks, a reinforcing component is arranged on the end face formwork, and a supporting component made of metal materials is arranged on the outer side of each side formwork; the shear wall template support further comprises a connecting component, the supporting component is fixed on the side template through the connecting component, and the reinforcing component is fixedly connected to the end template through the connecting component; the end face templates are used for limiting two side face templates, so that the perpendicularity of the wall body is improved, but the wall body can only be applied to a shear wall with a single structure, and the universality is poor.
Disclosure of Invention
The utility model aims to provide a shear wall template system at a building corner, which can form a stable supporting system for a continuously bent shear wall, has good fixing effect and stability of the whole structure, ensures pouring quality, is convenient to assemble and disassemble, and has strong practicability.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
the utility model provides a building corner shear wall template system, includes the shear wall structure, sets up the template in the shear wall structure outside, sets up the vertical fossil fragments in the template outside, sets up the horizontal fossil fragments in the vertical fossil fragments outside, horizontal fossil fragments by L shape fossil fragments, T shape fossil fragments, first vertical fossil fragments, second vertical fossil fragments, third vertical fossil fragments, first horizontal fossil fragments and second horizontal fossil fragments, L shape fossil fragments with first vertical fossil fragments set up in shear wall structure one side, through first pair of pull screw rod fixed connection; the T-shaped keels, the second vertical keels, the third vertical keels and the first transverse keels are arranged on the other side of the shear wall structure, and the second vertical keels and the first transverse keels are vertically arranged at two ends of the T-shaped keels; the other ends of the first transverse keels and the T-shaped keels are fixedly connected through second opposite-pull screws; the second transverse keels are vertically arranged between the L-shaped keels and the third vertical keels, and the L-shaped keels are fixedly connected with the third vertical keels through third opposite-pulling screws.
Preferably, the first vertical keel, the second vertical keel, the third vertical keel, the first transverse keel and the second transverse keel are composed of two steel pipes arranged at intervals, and two ends of the two steel pipes are fixedly connected through steel bar welding.
Preferably, the L-shaped keel is formed by splicing two L-shaped steel pipes at intervals, and the end parts of the two L-shaped steel pipes are fixedly connected through steel bar welding.
Preferably, the T-shaped keel is formed by splicing two T-shaped steel pipes at intervals, and the ends of the two T-shaped steel pipes are fixedly connected through steel bar welding.
Preferably, a first corner fixing piece is arranged on the outer side of the corner of the L-shaped keel, a second corner fixing piece is arranged on the end portion of one end of the T-shaped keel, and the first corner fixing piece and the second corner fixing piece are all L-shaped.
According to the utility model, the arranged template system can support the polygonal shear wall, the arranged T-shaped keels and L-shaped keels are provided with right-angle corners, the verticality of the shear wall at the corners is improved, keels positioned at two sides of the resume wall are connected through the opposite-pull screws, the keels arranged at the same side of the shear wall are fixedly connected through the opposite-pull screws, the connection stability is improved, the overall fixing effect is better, and the pouring quality is ensured. The whole template system is convenient to install and detach and can be repeatedly used. The first corner fixing piece and the second corner fixing piece which are arranged can limit the position of the vertical keel, so that dislocation of the corner of the template is avoided, positioning and fixing of the template are facilitated, and pouring quality is guaranteed.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present utility model;
FIG. 2 is a schematic view of another view of the overall structure of the present utility model;
FIG. 3 is an enlarged schematic view of a partial structure of the present utility model;
in the figure: 1. a shear wall structure; 2. a template; 3. a vertical keel; 4. a horizontal keel; 5. a first pair of pull screws; 6. a second pair of pull screws; 7. a third pair of pull screws; 8. a first corner fastener; 9. a second corner fastener; 40. an L-shaped keel; 41. t-shaped keels; 42. a first vertical keel; 43. a second vertical keel; 44. a third vertical keel; 45. a first transverse keel; 46. and a second transverse keel.
Description of the embodiments
The utility model is further described below with reference to the accompanying drawings:
the shear wall template system for the building corner shown in fig. 1, 2 and 3 comprises a shear wall structure 1, a template 2 arranged on the outer side of the shear wall structure 1, a vertical keel 3 arranged on the outer side of the template 2, and a horizontal keel 4 arranged on the outer side of the vertical keel 3, wherein a wood template or a steel template is selected as the template 2, and the vertical keel 3 is square.
The horizontal keel 4 is composed of an L-shaped keel 40, a T-shaped keel 41, a first vertical keel 42, a second vertical keel 43, a third vertical keel 44, a first transverse keel 45 and a second transverse keel 46, wherein the first vertical keel 42, the second vertical keel 43, the third vertical keel 44, the first transverse keel 45 and the second transverse keel 46 are formed by two steel pipes which are arranged at intervals, and two ends of the two steel pipes are fixedly connected through steel bar welding; the L-shaped keel 41 is formed by splicing two L-shaped steel pipes at intervals, and the ends of the two L-shaped steel pipes are fixedly connected through steel bar welding; the T-shaped keel 41 is formed by splicing two T-shaped steel pipes at intervals, and the ends of the two T-shaped steel pipes are fixedly connected through steel bar welding; a connecting groove is formed between the two steel pipes, and the connecting groove can penetrate through the screw rod.
The L-shaped keel 40 and the first vertical keel 42 are disposed on one side of the shear wall structure 1 and fixedly connected by a first pair of pull screws 5. The T-shaped keel 41, the second vertical keel 43, the third vertical keel 44 and the first transverse keel 45 are disposed on the other side of the shear wall structure 1, and the second vertical keel 43 and the first transverse keel 45 are disposed vertically at both ends of the T-shaped keel 41. The other ends of the first transverse keels 45 and the T-shaped keels 41 are fixedly connected by a second pair of pull screws 6. The second transverse keel 46 is vertically disposed between the L-shaped keel 40 and the third vertical keel 44, the L-shaped keel 40 and the third vertical keel 44 being fixedly connected by a third pair of pull screws 7. In one embodiment, a first corner fixing piece 8 is fixedly arranged on the outer side of a corner of the L-shaped keel 40, a second corner fixing piece 9 is fixedly arranged on the end part of one end of the T-shaped keel 41, the first corner fixing piece 8 and the second corner fixing piece 9 are all L-shaped, a vertical keel 3 is arranged on the outer side of a spliced formwork 2 at the corner and used for guaranteeing the perpendicularity of the spliced part, the vertical keel 3 is located in the first corner fixing piece 8 or the second corner fixing piece 9, and the first corner fixing piece 8 and the second corner fixing piece 9 guarantee that the vertical keel 3 is not shifted, so that pouring quality is guaranteed.
The above embodiments are only a few descriptions of the inventive concept and implementation, and are not limited thereto, and the technical solutions without substantial transformation remain within the scope of protection under the inventive concept.
Claims (5)
1. The utility model provides a building corner shear force wall template system, includes the shear force wall structure, sets up in the template in the shear force wall structure outside, sets up in the vertical fossil fragments in the template outside, sets up in the horizontal fossil fragments in the vertical fossil fragments outside, its characterized in that: the horizontal keels are formed by an L-shaped keel, a T-shaped keel, a first vertical keel, a second vertical keel, a third vertical keel, a first transverse keel and a second transverse keel, and the L-shaped keel and the first vertical keel are arranged on one side of the shear wall structure and are fixedly connected through a first pair of pull screws; the T-shaped keels, the second vertical keels, the third vertical keels and the first transverse keels are arranged on the other side of the shear wall structure, and the second vertical keels and the first transverse keels are vertically arranged at two ends of the T-shaped keels; the other ends of the first transverse keels and the T-shaped keels are fixedly connected through second opposite-pull screws; the second transverse keels are vertically arranged between the L-shaped keels and the third vertical keels, and the L-shaped keels are fixedly connected with the third vertical keels through third opposite-pulling screws.
2. The building corner shear wall formwork system as claimed in claim 1, wherein: the first vertical keel, the second vertical keel, the third vertical keel, the first transverse keel and the second transverse keel are composed of two steel pipes arranged at intervals, and two ends of the two steel pipes are fixedly connected through steel bar welding.
3. The building corner shear wall formwork system in accordance with claim 1 or 2, wherein: the L-shaped keel is formed by splicing two L-shaped steel pipes at intervals, and the ends of the two L-shaped steel pipes are fixedly connected through steel bar welding.
4. A shear wall formwork system in a building corner as claimed in claim 3, wherein: the T-shaped keel is formed by splicing two T-shaped steel pipes at intervals, and the ends of the two T-shaped steel pipes are fixedly connected through steel bar welding.
5. The building corner shear wall formwork system in accordance with claim 1 or 4, wherein: the outer side of the corner of the L-shaped keel is provided with a first corner fixing piece, the end part of one end of the T-shaped keel is provided with a second corner fixing piece, and the first corner fixing piece and the second corner fixing piece are all L-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321677477.4U CN220336441U (en) | 2023-06-29 | 2023-06-29 | Shear wall template system at building corner |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321677477.4U CN220336441U (en) | 2023-06-29 | 2023-06-29 | Shear wall template system at building corner |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220336441U true CN220336441U (en) | 2024-01-12 |
Family
ID=89447006
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321677477.4U Active CN220336441U (en) | 2023-06-29 | 2023-06-29 | Shear wall template system at building corner |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220336441U (en) |
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2023
- 2023-06-29 CN CN202321677477.4U patent/CN220336441U/en active Active
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