CN211775723U - Shear force wall reinforcing assembly - Google Patents
Shear force wall reinforcing assembly Download PDFInfo
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- CN211775723U CN211775723U CN202020088302.XU CN202020088302U CN211775723U CN 211775723 U CN211775723 U CN 211775723U CN 202020088302 U CN202020088302 U CN 202020088302U CN 211775723 U CN211775723 U CN 211775723U
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Abstract
The utility model relates to a shear wall reinforcing component, which belongs to the technical field of building construction, and particularly comprises templates fixed at two sides of a shear wall and a counter-pulling screw rod used for fixing the templates, wherein the outer side of the templates is also fixed with a fixed frame, the fixed frame is fixed on the counter-pulling screw rod through a nut and a backing plate, a plurality of battens are arranged between the fixed frame and the templates, the fixed frame mainly comprises a plurality of supporting beams which are spliced with each other, the supporting beams are uniformly distributed along the templates from bottom to top, an upper beam plate and a lower beam plate of the supporting beams are arranged in parallel, a plurality of supporting blocks are fixed between the upper beam plate and the lower beam plate, the counter-pulling screw rod is positioned in a gap between the upper beam plate and the lower beam plate, the supporting beams are connected and fixed through connecting and inserting blocks, two ends of the connecting and inserting blocks are respectively inserted between the upper beam plate and the lower beam plate, a plurality of positioning, the utility model discloses simple structure, easy dismounting improves the installation effectiveness greatly.
Description
Technical Field
The utility model relates to a subassembly is consolidated to shear force wall belongs to construction technical field.
Background
Shear walls are also called wind resistant walls, earthquake resistant walls or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and the structure is prevented from being sheared (sheared) and damaged. Also known as earthquake resistant walls, are generally made of reinforced concrete.
At present, in the construction process of a shear wall, a template and a steel bar are firstly erected, then concrete is poured, and the template is removed after the strength of the concrete meets the requirement. However, the following problems exist in the construction process of the external template of the shear wall: the existing template is mainly clamped through a steel pipe, but the steel pipe is heavy in weight and inconvenient to disassemble, assemble and carry; secondly, adopt the steel pipe to fix and need cooperate dedicated reinforcement fastener, it is inconvenient when fixed, need many people concurrent operation, complex operation, inefficiency.
SUMMERY OF THE UTILITY MODEL
For solving the technical problem that prior art exists, the utility model provides a simple structure, easy dismounting improves the shear force wall reinforcement subassembly of installation effectiveness greatly.
In order to achieve the purpose, the technical scheme adopted by the utility model is a shear wall reinforcing component, which comprises templates fixed on two sides of a shear wall and a counter-pulling screw rod used for fixing the templates, wherein a fixing frame is also fixed on the outer side of the templates, the fixing frame is fixed on the counter-pulling screw rod through a nut and a backing plate, a plurality of battens are arranged between the fixing frame and the templates, the fixing frame mainly comprises a plurality of supporting beams which are spliced with each other, the supporting beams are uniformly distributed along the templates from bottom to top, the supporting beams mainly comprise an upper beam plate, a lower beam plate and supporting blocks, the upper beam plate and the lower beam plate are arranged in parallel, a plurality of supporting blocks are fixed between the upper beam plate and the lower beam plate, the counter-pulling screw rod is positioned in a gap between the upper beam plate and the lower beam plate, the supporting beams are fixedly connected through connecting and inserting blocks, two ends of the connecting and inserting blocks are respectively inserted between the upper, the upper beam plate and the lower beam plate are also uniformly provided with a plurality of positioning jacks, and the positioning inclined plate is inserted in the positioning jacks.
Preferably, the top and the bottom of the upper beam plate and the lower beam plate are respectively fixed with a support base plate, and the support base plates are perpendicular to the upper beam plate and the lower beam plate.
Preferably, when the end face fixing frame of the shear wall is connected with the shear wall surface fixing frame, the end face supporting beam and the shear wall surface supporting beam of the shear wall are vertically arranged, and the end face supporting beam and the shear wall surface supporting beam of the shear wall are connected through a gap formed by inserting a beam plate between an upper beam plate and a lower beam plate and are positioned through a positioning inclined plate.
Preferably, bending plates are further arranged on two sides of the base plate and clamped on the supporting beam.
Compared with the prior art, the utility model discloses following technological effect has: the utility model has simple structure and convenient disassembly, adopts the vertical plate structure design by utilizing the supporting beam, has strong bending resistance and high strength, and is provided with a plurality of positioning jacks on the plate, thereby not only facilitating the connection between the supporting beams, but also greatly reducing the weight of the supporting beam and facilitating the disassembly and the transportation; meanwhile, the disassembly and assembly efficiency can be greatly improved, and the labor is saved.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural diagram of the supporting beam of the present invention.
Fig. 3 is a schematic structural view of a cross section of the support beam of the present invention.
Fig. 4 is a schematic structural view of the middle cushion plate of the present invention.
Fig. 5 is a partially enlarged view of a portion a in fig. 1.
Fig. 6 is a partially enlarged view of fig. 1 at B.
Fig. 7 is a partially enlarged view of C in fig. 1.
Detailed Description
In order to make the technical problem, technical solution and advantageous effects to be solved by the present invention more clearly understood, the following description is given in conjunction with the accompanying drawings and embodiments to illustrate the present invention in further detail. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
As shown in fig. 1 to 7, a shear wall reinforcing component comprises formworks 1 fixed on two sides of a shear wall and counter-pulling screws 2 used for fixing the formworks, a fixed frame 3 is further fixed on the outer side of the formworks 1, the fixed frame 3 is fixed on the counter-pulling screws 2 through nuts 4 and backing plates 5, a plurality of battens 6 are arranged between the fixed frame 3 and the formworks 1, the fixed frame 3 mainly comprises a plurality of support beams 7 which are spliced with each other, the support beams 7 are uniformly distributed along the formworks 1 from bottom to top, the support beams 7 mainly comprise upper beam plates 8, lower beam plates 9 and support blocks 10, the upper beam plates 8 and the lower beam plates 9 are arranged in parallel, a plurality of support blocks 10 are fixed between the upper beam plates 8 and the lower beam plates 9, the counter-pulling screws 2 are positioned in gaps between the upper beam plates 8 and the lower beam plates 9, the support beams 7 are connected and fixed through connecting and inserting blocks 11, two ends of the connecting and inserting blocks 11 are respectively arranged between, a plurality of positioning jacks 12 are uniformly arranged on the upper beam plate 8 and the lower beam plate 9, and the positioning inclined plate 13 is inserted in the positioning jacks 12.
The utility model discloses when using, after the template location, will insert a supporting beam's clearance to the screw rod of drawing, then fix in advance through nut and backing plate, then with the flitch cartridge in proper order between a supporting beam and template again, then screw up the nut, at last at fixed other supporting beam. When the length of the supporting beam is insufficient, the supporting beam can be lengthened through a splicing method, the connecting insertion block is inserted at the end part of the supporting beam, then the two supporting beams are connected together, and the positioning inclined plate is inserted on the supporting beam and the connecting insertion block, so that the fixing is simple and convenient. The two sides of the backing plate 5 are also provided with bending plates 15, and the bending plates 15 are clamped on the supporting beam 7. The backing plate is clamped on the supporting beam, so that the fixing reliability and stability can be ensured.
Wherein, the top and the bottom of the upper beam plate 8 and the lower beam plate 9 are both fixed with a supporting base plate 14, and the supporting base plate 14 is arranged perpendicular to the upper beam plate 8 and the lower beam plate 9. The supporting base plate can ensure that the supporting beam is fixed stably, and the supporting beam is convenient to contact with battens.
In addition, as shown in fig. 5, when the end face fixing frame of the shear wall 1 is connected to the shear wall surface fixing frame, the end face supporting beam and the shear wall surface supporting beam of the shear wall 1 are vertically arranged, and the end face supporting beam and the shear wall surface supporting beam of the shear wall 1 are connected through a gap between an upper beam plate and a lower beam plate through a beam plate inserted, and are positioned through a positioning inclined plate 13. When the fixing frames on the end faces are connected, the supporting beams are mutually inserted and then positioned through the positioning inclined plates, and the installation is simple and convenient.
The foregoing is considered as illustrative and not restrictive of the preferred embodiments of the invention, and any modifications, equivalents and improvements made within the spirit and principles of the invention are intended to be included within the scope of the invention.
Claims (4)
1. The utility model provides a subassembly is consolidated to shear force wall, is including fixing at shear force wall both sides template and being used for the split screw rod of fixed die plate, its characterized in that: the template is characterized in that a fixing frame is further fixed on the outer side of the template and fixed on a split screw through nuts and base plates, a plurality of battens are arranged between the fixing frame and the template, the fixing frame mainly comprises a plurality of supporting beams which are spliced with each other, the supporting beams are uniformly distributed along the template from bottom to top, the supporting beams mainly comprise upper beam plates, lower beam plates and supporting blocks, the upper beam plates and the lower beam plates are arranged in parallel, a plurality of supporting blocks are fixed between the upper beam plates and the lower beam plates, the split screw is located in gaps between the upper beam plates and the lower beam plates, the supporting beams are fixedly connected through connecting inserting blocks, two ends of the connecting inserting blocks are respectively inserted between the upper beam plates and the lower beam plates, a plurality of positioning insertion holes are further uniformly formed in the upper beam plates and the lower beam plates, and positioning inclined plates are inserted in the positioning insertion holes.
2. A shear wall reinforcing assembly according to claim 1, wherein: and supporting base plates are fixed at the tops and the bottoms of the upper beam plate and the lower beam plate and are perpendicular to the upper beam plate and the lower beam plate.
3. A shear wall reinforcing assembly according to claim 1, wherein: when the end face fixing frame of the shear wall is connected with the shear wall surface fixing frame, the end face supporting beam and the shear wall surface supporting beam of the shear wall are arranged vertically, the end face supporting beam and the shear wall surface supporting beam of the shear wall are connected through a gap between an upper beam plate and a lower beam plate through a beam plate in an inserted mode, and the positioning is carried out through a positioning inclined plate.
4. A shear wall reinforcing assembly according to claim 1, wherein: and bending plates are arranged on two sides of the base plate and clamped on the supporting beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020088302.XU CN211775723U (en) | 2020-01-16 | 2020-01-16 | Shear force wall reinforcing assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020088302.XU CN211775723U (en) | 2020-01-16 | 2020-01-16 | Shear force wall reinforcing assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211775723U true CN211775723U (en) | 2020-10-27 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020088302.XU Active CN211775723U (en) | 2020-01-16 | 2020-01-16 | Shear force wall reinforcing assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211775723U (en) |
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2020
- 2020-01-16 CN CN202020088302.XU patent/CN211775723U/en active Active
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