CN214034399U - Reinforced concrete column reinforcing connection node structure - Google Patents
Reinforced concrete column reinforcing connection node structure Download PDFInfo
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- CN214034399U CN214034399U CN202023022506.2U CN202023022506U CN214034399U CN 214034399 U CN214034399 U CN 214034399U CN 202023022506 U CN202023022506 U CN 202023022506U CN 214034399 U CN214034399 U CN 214034399U
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- column main
- elongated slot
- reinforcing rib
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Abstract
The utility model provides a reinforced concrete column reinforced connection node structure, which comprises a first column main rib, a second column main rib, a reinforcing plate, a first reinforcing rib, a second reinforcing rib and an elongated slot; the reinforcing member comprises a reinforcing plate, a first reinforcing rib and a second reinforcing rib, the reinforcing plate is of an L-shaped section steel plate structure and is vertically arranged, the inner end of the long edge of the reinforcing plate is penetrated through by two secondary ribs, the short edge of the reinforcing plate is hooked on the secondary ribs, an elongated slot with a downward opening is formed in the lower portion of the outer end of the long edge of the reinforcing plate, one end of the first reinforcing rib is fixedly connected with the first column main rib, the other end of the first reinforcing rib inclines towards the elongated slot, one end of the second reinforcing rib is fixedly connected with the first column main rib, the other end of the second reinforcing rib inclines towards the elongated slot and is fixedly connected with the first reinforcing rib in an intersecting mode, a rib end is reserved at the intersecting position, the rib end is clamped in the elongated slot, and a clamp is arranged at the elongated slot and used for preventing the rib end from sliding out of the elongated slot.
Description
Technical Field
The utility model relates to a building structure post consolidates the field, especially relates to a reinforced concrete column consolidates connected node structure.
Background
In reinforced concrete structures, it is often necessary to perform shear reinforcement in the column connection area to absorb lateral forces due to column forces. In the prior art, due to poor anchoring, the installation process in the form of an S-shaped hook or a stirrup is time-consuming, the cost is high, the shear strength is low, and a good reinforcing effect is not achieved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to prior art's defect and not enough, provide a reinforced concrete column reinforcement connected node structure, adopt the utility model discloses a structure, the direction of height along the post evenly is equipped with the reinforcement component between first post owner muscle and second post owner muscle, and the reinforcement component is including gusset plate, first reinforcement muscle and second reinforcement muscle, and the first reinforcement muscle of gusset plate cooperation and second reinforcement muscle are consolidated and are connected, and the installation is simple, and the reinforcement component can be makeed in batches, and is with low costs, possesses better shear strength, can effectively resist horizontal power and moment of flexure.
In order to achieve the above object, the utility model adopts the following technical scheme: a reinforced concrete column reinforced connection node structure comprises a first column main rib, a second column main rib, a reinforcing plate, a first reinforcing rib, a second reinforcing rib and an elongated slot; the first column main rib and the second column main rib are symmetrically arranged at intervals, the same side of the first column main rib and the same side of the second column main rib are respectively provided with a first auxiliary rib and a second auxiliary rib which are respectively and vertically connected and fixed with the first column main rib and the second column main rib, and a reinforcing member is uniformly arranged between the first column main rib and the second column main rib; the reinforcing member comprises a reinforcing plate, a first reinforcing rib and a second reinforcing rib, the reinforcing plate is of an L-shaped section steel plate structure and is vertically arranged, the inner end of the long edge of the reinforcing plate is penetrated through by two secondary ribs, the short edge of the reinforcing plate is hooked on the secondary ribs, an elongated slot with a downward opening is formed in the lower portion of the outer end of the long edge of the reinforcing plate, one end of the first reinforcing rib is fixedly connected with the first column main rib, the other end of the first reinforcing rib inclines towards the elongated slot, one end of the second reinforcing rib is fixedly connected with the first column main rib, the other end of the second reinforcing rib inclines towards the elongated slot and is fixedly connected with the first reinforcing rib in an intersecting mode, a rib end is reserved at the intersecting position, the rib end is clamped in the elongated slot, and a clamp is arranged at the elongated slot and used for preventing the rib end from sliding out of the elongated slot.
Preferably, the first reinforcing ribs and the second reinforcing ribs intersect at an included angle of 60 °.
Preferably, the depth of the elongated slot does not exceed 1/2 the width of the gusset.
Preferably, the width of the elongated slot is greater than the diameter of the first reinforcing rib, the diameter of the second reinforcing rib, and the intersecting width of the first reinforcing rib and the second reinforcing rib at the intersecting position.
The utility model has the advantages that: adopt the utility model discloses a structure evenly is equipped with the reinforcement member along the direction of height of post between first post owner muscle and second post owner muscle, and the reinforcement member is including gusset plate, first reinforcement muscle and second reinforcement muscle, and the first reinforcement muscle of gusset plate cooperation and second reinforcement muscle are consolidated and are connected, and the installation is simple, and the reinforcement member can be makeed in batches, and is with low costs, possesses better shear strength, can effectively resist horizontal power and moment of flexure.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiment(s) of the invention and together with the description serve to explain the principles of the invention.
Fig. 1 is a schematic structural view of a reinforced concrete column reinforced connection node.
Wherein: the steel plate comprises a first column main rib 1, a first auxiliary rib 2, a second column main rib 3, a second auxiliary rib 4, a reinforcing plate 5, a first reinforcing rib 6, a second reinforcing rib 7, an elongated slot 8, an anti-falling clamp 9 and a rib end 10.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in the figure, the reinforced concrete column reinforced connection node structure comprises a first column main rib 1, a second column main rib 3, a reinforcing plate 5, a first reinforcing rib 6, a second reinforcing rib 7 and an elongated slot 8; the first column main rib 1 and the second column main rib 3 are symmetrically arranged at intervals, a first auxiliary rib 2 and a second auxiliary rib 4 which are respectively and fixedly connected with the first column main rib 1 and the second column main rib 3 are arranged on the same side of the first column main rib 1 and the second column main rib 3, and reinforcing members are uniformly arranged between the first column main rib 1 and the second column main rib 3; the reinforcing member comprises a reinforcing plate 5, a first reinforcing rib 6 and a second reinforcing rib 7, the reinforcing plate 5 is of an L-shaped section steel plate structure, the reinforcing plate 5 is vertically arranged, the inner end of the long edge of the reinforcing plate 5 is penetrated by two second auxiliary ribs 4, the short edge of the reinforcing plate 5 is hooked on the second auxiliary ribs 4, the lower part of the outer end of the long edge of the reinforcing plate 5 is provided with a long groove 8 with a downward opening, one end of the first reinforcing rib 6 is fixedly connected with the first column main rib 1, the other end of the first reinforcing rib 6 is obliquely arranged towards the long groove 8, one end of the second reinforcing rib 7 is fixedly connected with the first column main rib 1, the other end of the second reinforcing rib 7 is obliquely arranged towards the long groove 8 and is fixedly connected with the first reinforcing rib 6 in an intersecting manner, a rib end head 10 is reserved at the intersecting position and the rib end head 10 is clamped in the long groove 8, the long groove 8 is provided with a retaining clip 9, and the retaining clip 9 is used for preventing the head of the tendon end 10 from sliding out of the long groove 8.
In specific implementation, the included angle between the first reinforcing rib 6 and the second reinforcing rib 7 at the intersection is 60 °.
In practical implementation, the depth of the long groove 8 does not exceed 1/2 of the width of the reinforcing plate.
In specific implementation, the width of the elongated slot 8 is greater than the diameter of the first reinforcing rib 6, the diameter of the second reinforcing rib 7, and the intersecting width of the first reinforcing rib 6 and the second reinforcing rib 7 at the intersecting position.
Claims (4)
1. The utility model provides a reinforced concrete column consolidates connected node structure which characterized in that: the reinforcing device comprises a first column main rib, a second column main rib, a reinforcing plate, a first reinforcing rib, a second reinforcing rib and an elongated slot; the first column main rib and the second column main rib are symmetrically arranged at intervals, the same side of the first column main rib and the same side of the second column main rib are respectively provided with a first auxiliary rib and a second auxiliary rib which are respectively and vertically connected and fixed with the first column main rib and the second column main rib, and a reinforcing member is uniformly arranged between the first column main rib and the second column main rib; the reinforcing member comprises a reinforcing plate, a first reinforcing rib and a second reinforcing rib, the reinforcing plate is of an L-shaped section steel plate structure and is vertically arranged, the inner end of the long edge of the reinforcing plate is penetrated through by two secondary ribs, the short edge of the reinforcing plate is hooked on the secondary ribs, an elongated slot with a downward opening is formed in the lower portion of the outer end of the long edge of the reinforcing plate, one end of the first reinforcing rib is fixedly connected with the first column main rib, the other end of the first reinforcing rib inclines towards the elongated slot, one end of the second reinforcing rib is fixedly connected with the first column main rib, the other end of the second reinforcing rib inclines towards the elongated slot and is fixedly connected with the first reinforcing rib in an intersecting mode, a rib end is reserved at the intersecting position, the rib end is clamped in the elongated slot, and a clamp is arranged at the elongated slot and used for preventing the rib end from sliding out of the elongated slot.
2. A reinforced concrete column reinforced connection node structure according to claim 1, characterized in that: the included angle of the first reinforcing rib and the second reinforcing rib at the intersection position is 60 degrees.
3. A reinforced concrete column reinforced connection node structure according to claim 1, characterized in that: the depth of the elongated slot does not exceed 1/2 the width of the gusset plate.
4. A reinforced concrete column reinforced connection node structure according to claim 3, characterized in that: the width of the long groove is larger than the diameter of the first reinforcing rib, the diameter of the second reinforcing rib and the intersecting width of the first reinforcing rib and the second reinforcing rib at the intersecting position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023022506.2U CN214034399U (en) | 2020-12-15 | 2020-12-15 | Reinforced concrete column reinforcing connection node structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023022506.2U CN214034399U (en) | 2020-12-15 | 2020-12-15 | Reinforced concrete column reinforcing connection node structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214034399U true CN214034399U (en) | 2021-08-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023022506.2U Active CN214034399U (en) | 2020-12-15 | 2020-12-15 | Reinforced concrete column reinforcing connection node structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214034399U (en) |
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2020
- 2020-12-15 CN CN202023022506.2U patent/CN214034399U/en active Active
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