CN220928423U - Reinforced frame column structure - Google Patents
Reinforced frame column structure Download PDFInfo
- Publication number
- CN220928423U CN220928423U CN202321433734.XU CN202321433734U CN220928423U CN 220928423 U CN220928423 U CN 220928423U CN 202321433734 U CN202321433734 U CN 202321433734U CN 220928423 U CN220928423 U CN 220928423U
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- reinforcing frame
- reinforcing
- column structure
- column
- stiff
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 78
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000003466 welding Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 238000005728 strengthening Methods 0.000 abstract 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 20
- 230000002787 reinforcement Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
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Abstract
The utility model relates to the field of construction engineering of stiff columns, in particular to a reinforcing frame column structure which is arranged at a beam joint of the stiff column, and is characterized by comprising the following components: the reinforcing frame is sleeved on the outer side of the stiff column beam joint; the top connecting plate and the bottom connecting plate are arranged horizontally, are respectively arranged at the top and the bottom of the reinforcing frame and are fixedly connected with the outer wall of the stiffness column; the vertical fixed connection is in the connection layer board in the strengthening frame outside, solves current reinforcing bar quantity because of the strength nature post is joined in marriage many, adopts traditional overlap joint mode, can lead to beam column node department reinforcing bar too closely, is unfavorable for concrete placement, and beam level is to the reinforcing bar need be connected through welding horizontal layer board on strength nature post, must open the hole on the layer board, and the reinforcing bar is overlapped too closely can not only increase horizontal layer board and open hole work, because of horizontal layer board open hole too much, still can weaken beam level to the reinforcing bar with strength nature structural joint strength scheduling problem.
Description
Technical Field
The utility model relates to the field of stiff column construction engineering, in particular to a reinforced frame column structure.
Background
In this actual engineering construction, the construction of strength nature post often has the condition such as reinforcing bar diameter variation, because of strength nature post joins in marriage reinforcing bar quantity is many, if adopt traditional overlap joint mode, can lead to beam column node department reinforcing bar too dense, be unfavorable for concrete placement, in addition because of strength nature post exists, beam level is to the reinforcing bar need be connected through welding horizontal layer board on strength nature post, and adopt traditional overlap joint, must open pore on the layer board, the reinforcing bar overlap joint is too dense not only can increase horizontal layer board and open hole work, because of horizontal layer board open hole too much, still can weaken beam level to the joint strength of reinforcing bar and strength nature structure.
Disclosure of utility model
The utility model aims to overcome the defects of the prior art, and provides a reinforcing frame column structure, which solves the problems that the existing reinforcing frame column structure is excessively dense in reinforcing steel bars at beam column joints and is unfavorable for concrete pouring due to the fact that a large number of reinforcing steel bars are arranged on a stiff column in a traditional lap joint mode, in addition, horizontal direction reinforcing steel bars of a beam are required to be connected through welding horizontal support plates on the stiff column in the traditional lap joint mode, holes are required to be formed in the support plates, the problem that the hole forming work of the horizontal support plates is increased when the holes are formed in the horizontal support plates are excessively dense, the connection strength between the horizontal direction reinforcing steel bars of the beam and the stiff structure is weakened, and the like.
The technical scheme for achieving the purpose is as follows:
The utility model provides a reinforcing frame column structure, which is arranged at a beam joint of a stiff column, and is characterized by comprising the following components:
the reinforcing frame is sleeved on the stiff column and is arranged at a position corresponding to the beam node;
The top connecting plate and the bottom connecting plate are arranged horizontally, are respectively arranged at the top and the bottom of the reinforcing frame and are fixedly connected with the outer wall of the stiffness column; and
And the vertical fixing connection is connected with a connection supporting plate which is arranged at the outer side of the reinforcing frame and used for connecting the steel bars at the lower part of the beam.
The reinforcing frame column structure is further improved in that the top of the top connecting plate is welded with the upper beam steel bars, and the upper beam steel bars are arranged along the beam direction.
The reinforcing frame column structure is further improved in that the top connecting plate and the bottom connecting plate are welded and fixed with the reinforcing frame.
The reinforcing frame column structure is further improved in that the connecting support plate is fixedly connected with the outer side of the bottom connecting plate.
The reinforcing frame column structure is further improved in that the connecting support plates are welded and fixed with the reinforcing frame and the bottom connecting plate.
The reinforcing frame column structure is further improved in that the connecting support plates are welded with lower beam steel bars, and the lower beam steel bars are parallel to the upper beam steel bars.
The reinforcing frame column structure is further improved in that the outer side of the reinforcing frame is vertically welded with a vertical reinforcing steel bar of a stiff column.
The reinforcing frame column structure is further improved in that the vertical reinforcing steel bars of the stiff column are arranged in a crossing manner with the upper reinforcing steel bars of the beam and the lower reinforcing steel bars of the beam.
The reinforcing frame column structure is further improved in that a plurality of reinforcing steel bars are arranged on the vertical reinforcing columns, and the number of the reinforcing steel bars arranged on each side face of the reinforcing frame is equal.
The reinforcing frame column structure is further improved in that the reinforcing frame is a steel frame.
The beneficial effects of the utility model are as follows: through setting up the reinforcing frame post structure, do benefit to concrete placement, need not just can realize welding at the layer board upper shed simultaneously, the joint strength of reinforcing bar and strength nature post structure on the stiffening beam.
Drawings
Fig. 1 is a structural view of a reinforcing frame column structure of the present utility model.
Fig. 2 is a cross-sectional view of the beam upper portion of the reinforcement frame column structure of the present utility model.
Fig. 3 is a cross-sectional view of the lower beam portion of the reinforcement frame column structure of the present utility model.
1-Stiff column, 2-reinforcing frame, 3-top connecting plate, 4-bottom connecting plate, 5-connecting pallet, 6-beam upper reinforcing bar, 7-beam lower reinforcing bar, 8-stiff column vertical reinforcing bar
Detailed Description
The utility model will be further described with reference to the drawings and the specific examples.
Referring to fig. 1, the utility model provides a reinforcing frame column structure, which is arranged at a beam node of a stiff column 1, and comprises a reinforcing frame 2, a connecting supporting plate 5, a top connecting plate 3 and a bottom connecting plate 4, wherein the reinforcing frame 2 is sleeved on the stiff column 1, and the reinforcing frame 2 is arranged at a position corresponding to the beam node; the top connecting plate 3 and the bottom connecting plate 4 are respectively and horizontally arranged at the top and the bottom of the reinforcing frame 2 and are fixedly connected with the outer wall of the stiffness column 1, and the connecting supporting plate 5 is vertically and fixedly connected with the outer side of the reinforcing frame 2; through setting up the reinforcing frame post structure, do benefit to concrete placement, need not just can realize welding at the layer board upper shed simultaneously, the joint strength of reinforcing bar and the 1 structure of strength post on the stiffening beam.
As shown in fig. 1 and 2, the top of the top connection plate 3 is welded with the beam upper steel bar 6, and the beam upper steel bar 6 is arranged along the beam direction, so that the strength of the beam-column joint is enhanced by connecting the beam upper steel bar 6 with the reinforcing frame 2.
Preferably, the top connecting plate 3 and the bottom connecting plate 4 are welded and fixed with the reinforcing frame 2.
As shown in fig. 1 and 3, further, the connection supporting plate 5 is fixedly connected with the outer side of the bottom connection plate 4, so as to strengthen the connection stability of the bottom connection plate 4 and the reinforcing frame 2.
In a preferred embodiment, the connection supporting plate 5 is welded and fixed with the reinforcing frame 2 and the bottom connection plate 4.
Preferably, the connecting support plate 5 is welded with the beam lower reinforcing steel bars 7, the beam lower reinforcing steel bars 7 are parallel to the beam upper reinforcing steel bars 6, and the strength of the beam column joint is enhanced by connecting the beam lower reinforcing steel bars 7 with the connecting support plate 5.
As shown in fig. 2 and 3, further, the outer side of the reinforcing frame 2 is vertically welded with a vertical reinforcing bar 8 of the stiffening column, so as to strengthen the strength of the stiffening column 1.
Preferably, the vertical reinforcing steel bars 8 of the stiffness columns are arranged in a crossed manner with the upper reinforcing steel bars 6 and the lower reinforcing steel bars 7 of the beams, so that the beam column joints are uniformly stressed, and the stability of the joints is improved.
Further, the vertical reinforcing steel bars 8 of the stiffness column are provided with a plurality of reinforcing steel bars, the number of the vertical reinforcing steel bars of the stiffness column is equal, so that the stress of beam column joints is uniform, and the stability of the joints is improved.
In a preferred embodiment, the reinforcing frame 2 is a steel frame, which improves the strength of the reinforcing frame column structure.
The present utility model has been described in detail with reference to the embodiments of the drawings, and those skilled in the art can make various modifications to the utility model based on the above description. Accordingly, certain details of the illustrated embodiments are not to be taken as limiting the utility model, which is defined by the appended claims.
Claims (10)
1. A reinforcing frame column structure disposed at a beam node of a stiff column, the reinforcing frame column structure comprising:
the reinforcing frame is sleeved on the stiff column and is arranged at a position corresponding to the beam node;
The top connecting plate and the bottom connecting plate are arranged horizontally, are respectively arranged at the top and the bottom of the reinforcing frame and are fixedly connected with the outer wall of the stiffness column; and
And the vertical fixing connection is connected with a connection supporting plate which is arranged at the outer side of the reinforcing frame and used for connecting the steel bars at the lower part of the beam.
2. The reinforcing frame column structure of claim 1, wherein the top of the top connection plate is welded with beam upper bars, the beam upper bars being disposed along the beam direction.
3. The reinforcing frame column structure of claim 2, wherein the connection brackets are fixedly connected to the outside of the bottom connection plate.
4. A reinforcing frame column structure as claimed in claim 3, wherein said connection brackets are welded to said reinforcing frame and said bottom connection plate.
5. A reinforcing frame column structure as set forth in claim 3, wherein said connection brackets weld beam lower rebar parallel to said beam upper rebar.
6. The reinforcing frame column structure of claim 5, wherein the reinforcing frame outer side is vertically welded with a stiff column vertical bar.
7. The reinforcing frame column structure of claim 6, wherein said stiff column vertical bars are disposed crosswise to said beam upper bars and said beam lower bars.
8. The reinforcing frame column structure of claim 7, wherein a plurality of said vertical reinforcing columns are provided, and wherein the number of said vertical reinforcing columns provided on each side of the reinforcing frame is equal.
9. The reinforcing frame column structure of claim 1, wherein the top and bottom connection plates are welded to the reinforcing frame.
10. The reinforcing frame column structure of claim 1, wherein the reinforcing frame is a steel frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321433734.XU CN220928423U (en) | 2023-06-07 | 2023-06-07 | Reinforced frame column structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321433734.XU CN220928423U (en) | 2023-06-07 | 2023-06-07 | Reinforced frame column structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220928423U true CN220928423U (en) | 2024-05-10 |
Family
ID=90967600
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321433734.XU Active CN220928423U (en) | 2023-06-07 | 2023-06-07 | Reinforced frame column structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220928423U (en) |
-
2023
- 2023-06-07 CN CN202321433734.XU patent/CN220928423U/en active Active
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