CN216810949U - Non-through opposite-pulling reinforcing device for steel reinforced concrete column - Google Patents
Non-through opposite-pulling reinforcing device for steel reinforced concrete column Download PDFInfo
- Publication number
- CN216810949U CN216810949U CN202220502210.0U CN202220502210U CN216810949U CN 216810949 U CN216810949 U CN 216810949U CN 202220502210 U CN202220502210 U CN 202220502210U CN 216810949 U CN216810949 U CN 216810949U
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- Prior art keywords
- concrete column
- steel
- harness cord
- cord screw
- template
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 62
- 239000010959 steel Substances 0.000 title claims abstract description 62
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 23
- 239000011150 reinforced concrete Substances 0.000 title claims description 8
- 239000004567 concrete Substances 0.000 claims abstract description 33
- 230000002787 reinforcement Effects 0.000 claims abstract description 23
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 239000002699 waste material Substances 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 4
- 238000010276 construction Methods 0.000 abstract description 10
- 239000000463 material Substances 0.000 abstract description 4
- 230000007547 defect Effects 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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Abstract
The utility model provides a non-through split-draw reinforcing device for a section steel concrete column, which comprises an L-shaped reinforcing member and a harness cord screw, wherein the L-shaped reinforcing member comprises a connecting section A and a connecting section B which are perpendicular to each other, the connecting section A is in contact fit with the inner side surface of a section steel flange plate in the section steel concrete column, one end, far away from the connecting section A, in the connecting section B is fixedly connected with one end of the harness cord screw, a template inner supporting member perpendicular to the harness cord screw is fixedly connected to the harness cord screw, the connecting section B is further fixedly connected with a draw hook positioned on the outer side of a medium-sized steel flange plate in the section steel concrete column, and the draw hook is hung on a bolt of the medium-sized steel column in the section steel concrete column. The non-through opposite-pulling reinforcing device for the profile steel concrete column ensures the arrangement distance of the reinforcing screws of the template, improves the construction quality of the concrete column, reduces the quality defects of expansion die, section size deviation, uneven surface and the like, can be used as an inner support of the template, does not need to use extra inner support during template reinforcement, and reduces the material loss.
Description
Technical Field
The utility model relates to a non-through opposite-pulling reinforcing device for a section steel concrete column, and belongs to the technical field of section steel concrete column construction.
Background
The statements in this section merely provide background information related to the present disclosure and may not constitute prior art.
The inside shaped steel of shaped steel concrete column is main atress component, do not allow to weld frequently on shaped steel, in order to avoid destroying material performance, the site operation is generally detained the reinforcement through square and circle, perhaps set up the screw rod hole on shaped steel, use and fix the screw rod of drawing, easily cause post concrete expand mould like this, cross sectional dimension deviation, the surperficial unevenness scheduling problem behind the form removal, trompil easily causes steel construction intensity to weaken on shaped steel in addition, thereby influence the atress performance of steel construction, need use the steel sheet in addition to carry out local reinforcement.
It should be noted that the above background description is only for the convenience of clear and complete description of the technical solutions in the present specification and for the understanding of those skilled in the art. Such solutions are not considered to be known to the person skilled in the art merely because they have been set forth in the background section of the present specification.
SUMMERY OF THE UTILITY MODEL
Aiming at the defects in the prior art, the utility model provides the non-through opposite-pulling reinforcing device for the section steel concrete column, which can improve the construction quality of the section steel concrete column and ensure the construction safety.
The scheme is realized by the following technical measures: the utility model provides a shaped steel concrete column non-link up split reinforcing apparatus, it includes L shape reinforcement and harness cord screw rod, L shape reinforcement includes mutually perpendicular's linkage segment A and linkage segment B, the medial surface contact cooperation of shaped steel flange board in linkage segment A and the shaped steel concrete column, the one end of keeping away from linkage segment A among the linkage segment B links firmly with the one end of harness cord screw rod, link firmly support piece in rather than the vertically template on the harness cord screw rod, still link firmly the drag hook that is located the medium-sized steel flange board outside of shaped steel concrete column on the linkage segment B, the drag hook articulates on the bolt of the medium-sized steel column of shaped steel concrete column.
Preferably, the central line of the connecting section B is parallel to the central line of the harness cord screw.
Preferably, the formwork inner support is located between the end of the connecting section B and the end of the harness cord screw.
Preferably, the L-shaped reinforcing member is an L-shaped structural member made of reinforcing steel bar waste materials with the diameter larger than or equal to 18 mm.
Preferably, the diameter of the said harness screw is 14 mm.
Preferably, the fixed connection mode of the supporting piece in the template and the harness cord screw is double-sided welding.
Preferably, the supporting piece in the formwork is a short steel bar.
Preferably, the diameter of the short reinforcing steel bar is 6 mm.
The utility model has the beneficial effects that: the non-through opposite-pulling reinforcing device for the profile steel concrete column ensures the arrangement distance of the reinforcing screws of the template, improves the construction quality of the concrete column, reduces the quality defects of expansion die, section size deviation, uneven surface and the like, can be used as an inner support of the template simultaneously, does not need to use extra inner support during template reinforcement, and reduces the material loss. The L-shaped reinforcing piece is made of the waste reinforcing steel bar, the waste reinforcing steel bar can be effectively utilized, the processing is convenient, the operation is simple, and the service efficiency of the material is improved. Therefore, compared with the prior art, the utility model has substantive characteristics and progress, and the beneficial effects of the implementation are also obvious.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
FIG. 2 is a schematic view of the installation structure of the present invention on a steel flange plate.
In the figure, 1-L-shaped reinforcing piece, 2-connecting section A, 3-connecting section B, 4-template inner supporting piece, 5-harness screw rod, 6-draw hook, 7-stud and 8-section steel flange plate.
Detailed Description
In order to clearly explain the technical features of the present solution, the present solution is explained below by means of specific embodiments and with reference to the accompanying drawings.
The utility model provides a shaped steel concrete column is not link up to drawing reinforcing apparatus, it includes L shape reinforcement 1 and harness cord screw rod 5, L shape reinforcement 1 is the L shape structure that the reinforcing bar waste material that the diameter is greater than or is equal to 18mm made, the diameter of harness cord screw rod 5 is 14 mm. L shape reinforcement 1 includes mutually perpendicular's linkage segment A and linkage segment B3, linkage segment A2 and shaped steel flange board 8's medial surface contact cooperation in the shaped steel concrete column, the one end of keeping away from linkage segment A2 in linkage segment B3 links firmly with the one end of harness cord screw rod 5, and the central line of linkage segment B3 is parallel with the central line of harness cord screw rod 5. It is rather than the vertically template in support piece 4 to link firmly on the harness cord screw rod 5, support piece 4 is located between the tip of linkage segment B3 and the tip of harness cord screw rod 5 in the template, support piece 4 is the short reinforcement in the template, the diameter of short reinforcement is 6mm, support piece 4 is two-sided welding with the mode of linking firmly of harness cord screw rod 5 in the template. The connecting section B3 is further fixedly connected with a draw hook 6 located on the outer side of a section steel flange plate 8 in the section steel concrete column, the draw hook 6 is connected to a stud 7 of the section steel concrete column, and the draw hook 6 can prevent the L-shaped reinforcing member 1 from dropping in the construction process and prevent the L-shaped reinforcing member 1 from dropping off due to concrete pouring and vibrating when the stud 7 is pulled by the draw hook 6.
This non-through to drawing reinforcing apparatus of shaped steel concrete column can wide application in super high-rise building, the big cross-section shaped steel concrete frame structure system in the large-span building, during the construction, confirm L shape reinforcement 1 and harness cord screw rod 5's diameter and length according to the size welding of shaped steel concrete column, and L shape reinforcement 1 and harness cord screw rod 5's diameter and length are positive correlation with the size of shaped steel concrete column, L shape reinforcement 1 realizes through drag hook 6 and peg 7's cooperation that the drawknot is fixed with shaped steel flange board 8, carry out the template reinforcement through support piece 4 in the template, guarantee shaped steel concrete column cross-section size, can avoid seting up the screw rod hole on shaped steel structure and influence the problem of the atress performance of steel construction simultaneously.
Technical features not described in the present invention can be implemented by the prior art, and are not described in detail herein. The present invention is not limited to the above-described embodiments, and variations, modifications, additions, and substitutions within the spirit and scope of the present invention may be made by those skilled in the art without departing from the spirit and scope of the present invention.
Claims (8)
1. The utility model provides a shaped steel concrete column non-link up to drawing reinforcing apparatus, characterized by: it includes L shape reinforcement and harness cord screw rod, L shape reinforcement includes mutually perpendicular's linkage segment A and linkage segment B, the medial surface contact cooperation of shaped steel flange board in linkage segment A and the shaped steel concrete column, the one end of keeping away from linkage segment A in the linkage segment B links firmly with the one end of harness cord screw rod, link firmly support piece in rather than the vertically template on the harness cord screw rod, still link firmly the drag hook that is located the medium-sized steel flange board outside in shaped steel concrete column on the linkage segment B, the drag hook articulates on the bolt of the medium-sized steel column in shaped steel concrete column.
2. The non-through counter-pulling reinforcement device for the steel reinforced concrete column according to claim 1, which is characterized in that: the central line of the connecting section B is parallel to the central line of the harness cord screw.
3. The non-through counter-pulling reinforcement device for the steel reinforced concrete column according to claim 2, characterized in that: the template inner supporting piece is positioned between the end part of the connecting section B and the end part of the harness cord screw.
4. The non-through counter-pulling reinforcement device for the steel reinforced concrete column according to claim 3, characterized in that: the L-shaped reinforcing member is an L-shaped structural member made of reinforcing steel bar waste materials with the diameter larger than or equal to 18 mm.
5. The steel concrete column non-through split-draw reinforcing device of claim 4, characterized in that: the diameter of the harness cord screw is 14 mm.
6. The non-through counter-pulling reinforcement device for the steel reinforced concrete column according to claim 5, characterized in that: the fixed connection mode of the support piece and the harness cord screw in the template is double-sided welding.
7. The non-through counter-pulling reinforcement device for the steel reinforced concrete column according to claim 6, characterized in that: the supporting piece in the template is a short steel bar.
8. The non-through counter-pulling reinforcement device for the steel reinforced concrete column according to claim 7, characterized in that: the diameter of the short reinforcing steel bar is 6 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220502210.0U CN216810949U (en) | 2022-03-10 | 2022-03-10 | Non-through opposite-pulling reinforcing device for steel reinforced concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220502210.0U CN216810949U (en) | 2022-03-10 | 2022-03-10 | Non-through opposite-pulling reinforcing device for steel reinforced concrete column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216810949U true CN216810949U (en) | 2022-06-24 |
Family
ID=82045760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220502210.0U Expired - Fee Related CN216810949U (en) | 2022-03-10 | 2022-03-10 | Non-through opposite-pulling reinforcing device for steel reinforced concrete column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216810949U (en) |
-
2022
- 2022-03-10 CN CN202220502210.0U patent/CN216810949U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220624 |