CN215368694U - Shear wall template reinforcing assembly - Google Patents
Shear wall template reinforcing assembly Download PDFInfo
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- CN215368694U CN215368694U CN202023343297.1U CN202023343297U CN215368694U CN 215368694 U CN215368694 U CN 215368694U CN 202023343297 U CN202023343297 U CN 202023343297U CN 215368694 U CN215368694 U CN 215368694U
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Abstract
The utility model discloses a shear wall template reinforcing assembly which comprises a template reinforcing beam and a wedge-shaped pre-tightening pin, wherein the template reinforcing beam is fixed on a template; the template reinforcing beam is formed by sequentially splicing a tree root reinforcing beam monomer and a splicing transition beam, wherein the four side surfaces of the reinforcing beam monomer are provided with through insertion grooves; the upper side surface and the lower side surface of the reinforcing beam monomer are provided with through interlocking pre-tightening grooves; the thickness of the transition beam is not larger than the height of the insertion groove, when the transition beam is transversely or longitudinally spliced, the transition beam is inserted into the insertion groove between two adjacent reinforcing beam monomers, the splicing pre-tightening grooves corresponding to the interlocking pre-tightening grooves on the supporting beam are arranged on the splicing beam, the reinforcing beam monomers and the transition beam are arranged along the outer edge of the shear wall template, and the shear wall template reinforcing structure is formed by inserting the interlocking pre-tightening grooves and the wedge-shaped pre-tightening pins in the splicing pre-tightening grooves. The utility model has the advantages of reasonable structure, light weight compared with the traditional shear wall template fastener, large bearing capacity, convenient operation, high construction efficiency and the like.
Description
Technical Field
The utility model belongs to the technical field of building template pre-tightening, and particularly relates to a shear wall template reinforcing assembly.
Background
As is well known, shear wall formwork fasteners are a necessity for casting concrete shear walls, the market demand is continuously increased, enterprises are also promoted to continuously research and develop, and in addition, with the social appeal to green and environment-friendly life, enterprises producing shear wall formwork fasteners are also continuously required to strive to improve the research and development and application of building molds in strength, universality and portability.
With the increasing development of the building industry, shear walls in some buildings still adopt the traditional steel pipes and fasteners or adopt a wall-penetrating screw rod to carry out reinforcement molding technology, the technology is not only influenced by the technology of constructors, but also has insurmountable defects, such as uneven stress, inconsistent sizes of the poured shear walls, large construction difficulty, the need of simultaneously operating a plurality of personnel, heavy fixtures and other adverse factors directly influence the overall quality and the attractiveness of the shear walls, meanwhile, the construction period is prolonged, and the construction cost is increased.
At present, some fasteners can not meet the requirements in strength, and the fasteners are bent along with vibration and lateral pressure of concrete in actual use; the existing method for improving the bearing strength is generally to increase the thickness of a substrate to ensure, but the thickness is increased, and the weight is greatly increased due to the fact that the substrate is made of steel, so that the labor intensity of workers is high during operation, and the operation efficiency is low; therefore, the quality and the structure of the base plate are improved, the base plate is important, the structure is required to be guaranteed to be standard-reaching and thick enough to guarantee that the manufactured building shear wall template fastener also reaches the standard, the weight of a product can be reduced through structural optimization under the condition that the bearing requirement is guaranteed, and the defect to be overcome by the application is improved in convenience of operation.
Based on the above, the utility model designs a shear wall template reinforcing component to solve the problems.
SUMMERY OF THE UTILITY MODEL
Aiming at the problems in the prior art, the utility model provides the shear wall template reinforcing component which is reasonable in structure, light in weight compared with the traditional shear wall template fastener, large in bearing capacity, convenient to operate and high in construction efficiency.
The utility model is realized in this way, a shear wall template reinforcing component comprises a template reinforcing beam and a wedge-shaped pre-tightening pin, wherein the template reinforcing beam is attached to the outer surface of a shear wall template; the method is characterized in that: the template reinforcing beam is formed by sequentially splicing a tree root reinforcing beam monomer and a splicing transition beam, wherein the reinforcing beam monomer is of a double-layer structure, and two ends and two side surfaces of the reinforcing beam monomer are provided with through inserting grooves; the upper side surface and the lower side surface of the reinforcing beam monomer are provided with through interlocking pre-tightening grooves; two rows of interlocking pre-tightening grooves are arranged along the length direction of the reinforcing beam monomer, and the two rows of pre-tightening grooves are arranged in a staggered mode; the thickness of the transition beam is not larger than the height of the insertion groove, when the transition beam is transversely or longitudinally spliced, the transition beam is inserted into the insertion groove between two adjacent reinforcing beam monomers, the spliced transition beam is provided with a splicing pre-tightening groove corresponding to the interlocking pre-tightening groove on the reinforcing beam monomer, the reinforcing beam monomer and the spliced transition beam are arranged along the outer edge of the shear wall template, and the shear wall template reinforcing structure is formed by inserting the interlocking pre-tightening groove and a wedge-shaped pre-tightening pin in the splicing pre-tightening groove.
The cross-sectional shapes of the reinforcing beam single body and the transition beam are I-shaped structures.
The lock pre-tightening groove and the splicing pre-tightening groove are slotted holes.
And supporting ribs are integrally arranged in the insertion grooves on the two sides of the reinforcing beam monomer.
The utility model has the advantages and technical effects that: compared with the traditional steel pipe and a fastener or a wall-through screw rod for reinforcement molding, the technical scheme has more outstanding advantages, particularly the assembly structure and the quality of the shear wall template are lighter, and large-scale hoisting equipment is not needed in the assembly process, so that the time cost is saved greatly, and the working efficiency of people in the use process is improved; the portable shear wall building template pre-tightening assembly is simple to operate, direction constraint is avoided during actual splicing, only the reinforcing beam monomer and the spliced transition beam with the same specification are sequentially spliced along the outer edge of the shear wall template, the shear wall template is reinforced through the wedge-shaped pre-tightening pin, and the mounting efficiency is very high; the concrete shear wall made by the method is smooth, well-shaped, visual and hand-feeling; multiple use, easy preservation and the like.
Drawings
FIG. 1 is a front view of the present invention;
FIG. 2 is an exploded perspective view of FIG. 2;
FIG. 3 is a schematic view of a reinforcing beam unitary construction;
FIG. 4 is a schematic view of a spliced transition beam configuration;
fig. 5 is a schematic diagram of the structure of the use state of the present invention.
In the figure, 1, a template reinforcing beam; 1-1, reinforcing a beam single body; 1-10, inserting grooves; 1-2, interlocking pre-tightening grooves; 1-3, supporting ribs; 2. a wedge-shaped pre-tensioning pin; 3. splicing a transition beam; 3-1, splicing and pre-tightening grooves.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to the following embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the utility model and are not intended to limit the utility model.
Referring to fig. 1 to 4, a shear wall formwork reinforcing assembly includes a formwork reinforcing beam 1 attached to an outer surface of a shear wall formwork and a wedge-shaped pre-tightening pin 2; the template reinforcing beam is formed by sequentially splicing a tree root reinforcing beam monomer 1-1 and a splicing transition beam 3, wherein two ends and two side surfaces of the reinforcing beam monomer are provided with through inserting grooves 1-10; the reinforcing beam monomer is of a double-layer structure, and the upper side surface and the lower side surface of the reinforcing beam monomer are both provided with through interlocking pre-tightening grooves 1-2; two rows of interlocking pre-tightening grooves are arranged along the length direction of the reinforcing beam monomer, and the two rows of pre-tightening grooves are arranged in a staggered mode; the thickness of the spliced transition beam 3 is not larger than the height of the insertion groove, the thickness of the generally preferred transition beam is slightly smaller than the height of the insertion groove in actual production, when the spliced transition beam is spliced transversely or longitudinally, the spliced transition beam is inserted into the insertion groove between two adjacent reinforcing beam monomers, the spliced pre-tightening groove 3-1 corresponding to the interlocking pre-tightening groove on the supporting beam is arranged on the spliced beam, the reinforcing beam monomers and the transition beam are arranged along the outer edge of the shear wall template, and the wedge-shaped pre-tightening pin 2 in the interlocking pre-tightening groove and the spliced pre-tightening groove are inserted to form the shear wall template reinforcing structure. Compared with the traditional steel pipe and a fastener or a wall-through screw rod for reinforcement molding, the technical scheme has more outstanding advantages, particularly the assembly structure and the quality of the shear wall template are lighter, and large-scale hoisting equipment is not needed in the assembly process, so that the time cost is saved greatly, and the working efficiency of people in the use process is improved; the portable shear wall building template pre-tightening assembly is simple to operate, direction constraint is avoided during actual splicing, only the reinforcing beam monomer and the spliced transition beam with the same specification are sequentially spliced along the outer edge of the shear wall template, the shear wall template is reinforced through the wedge-shaped pre-tightening pin, and the mounting efficiency is very high; the concrete shear wall made by the method is smooth, well-shaped, visual and hand-feeling; multiple use, easy preservation and the like.
The cross-sectional shapes of the reinforcing beam single body and the transition beam are I-shaped structures, and the structure is high in bending strength relative to a plane structure.
The lock pre-tightening groove and the splicing pre-tightening groove are long round holes, so that the wedge-shaped surface of the pre-tightening pin is tightly attached, and the pre-tightening force is ensured.
Supporting ribs 1-3 are integrally arranged in the inserting grooves on the two sides of the reinforcing beam monomer, so that the bending strength of the reinforcing beam monomer is improved.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the present invention, and any modifications, equivalents and improvements made within the spirit and principle of the present invention, such as dimensional changes of thickness, width and height, are included in the scope of the present invention.
Claims (4)
1. A shear wall template reinforcing assembly comprises a template reinforcing beam attached to the outer surface of a shear wall template and a wedge-shaped pre-tightening pin; the method is characterized in that: the template reinforcing beam is formed by sequentially splicing a tree root reinforcing beam monomer and a splicing transition beam, wherein the reinforcing beam monomer is of a double-layer structure, and two ends and two side surfaces of the reinforcing beam monomer are provided with through inserting grooves; the upper side surface and the lower side surface of the reinforcing beam monomer are provided with through interlocking pre-tightening grooves; two rows of interlocking pre-tightening grooves are arranged along the length direction of the reinforcing beam monomer, and the two rows of pre-tightening grooves are arranged in a staggered mode; the thickness of the transition beam is not larger than the height of the insertion groove, when the transition beam is transversely or longitudinally spliced, the transition beam is inserted into the insertion groove between two adjacent reinforcing beam monomers, the spliced transition beam is provided with a splicing pre-tightening groove corresponding to the interlocking pre-tightening groove on the reinforcing beam monomer, the reinforcing beam monomer and the spliced transition beam are arranged along the outer edge of the shear wall template, and the shear wall template reinforcing structure is formed by inserting the interlocking pre-tightening groove and a wedge-shaped pre-tightening pin in the splicing pre-tightening groove.
2. The shear wall template reinforcing assembly of claim 1, wherein: the cross-sectional shapes of the reinforcing beam single body and the transition beam are I-shaped structures.
3. The shear wall template reinforcing assembly of claim 1, wherein: the lock pre-tightening groove and the splicing pre-tightening groove are slotted holes.
4. The shear wall template reinforcing assembly of claim 1, wherein: and supporting ribs are integrally arranged in the insertion grooves on the two sides of the reinforcing beam monomer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023343297.1U CN215368694U (en) | 2020-12-31 | 2020-12-31 | Shear wall template reinforcing assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023343297.1U CN215368694U (en) | 2020-12-31 | 2020-12-31 | Shear wall template reinforcing assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215368694U true CN215368694U (en) | 2021-12-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023343297.1U Active CN215368694U (en) | 2020-12-31 | 2020-12-31 | Shear wall template reinforcing assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215368694U (en) |
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2020
- 2020-12-31 CN CN202023343297.1U patent/CN215368694U/en active Active
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