CN203394100U - Reinforcement structure of reinforced concrete beam column - Google Patents
Reinforcement structure of reinforced concrete beam column Download PDFInfo
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- CN203394100U CN203394100U CN201320468082.3U CN201320468082U CN203394100U CN 203394100 U CN203394100 U CN 203394100U CN 201320468082 U CN201320468082 U CN 201320468082U CN 203394100 U CN203394100 U CN 203394100U
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- column matrix
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Abstract
The utility model discloses a reinforcement structure of a reinforced concrete beam column. The reinforcement structure comprises a beam column base. A plurality of H-shaped steel are fixed to the outer surface of the beam column base, a flange surface of each H-shaped steel is in contact with the beam column base, and the H-shaped steel are connected with one another by high-strength bolts; a plurality of reinforcement steel bars are arranged in the beam column base, and two ends of each reinforcement steel bar are fixed to the corresponding H-shaped steel on the outer side of the beam column base by means of welding; steel wire meshes are arranged on web plates of the H-shaped steel, concrete is poured among the H-shaped steel, and the steel wire meshes are fixed into the concrete; steel angles are fixed to corners of the beam column base. The reinforcement structure has the advantages that shortcomings in the prior art can be overcome, the reinforced concrete beam column can be externally reinforced by the aid of the H-shaped steel and the concrete and can be internally reinforced by the reinforcement steel bars, and the steel angles are arranged at the corners of the reinforcement structure, so that the reinforcement structure is simplified, and the anti-seismic firmness and the bearing capacity of the reinforced concrete beam column can be improved.
Description
Technical field
The utility model relates to the reinforcement construction technology field of reinforced concrete building, especially a kind of ruggedized construction of reinforced concrete beam column.
Background technology
Reinforced concrete structure is widely used on various buildings.Along with the long-time use of building, or the building that is in earthquake district occurred frequently is in order to improve antidetonation firmness and the service life of building, need to reinforce reinforced concrete structure building.Present conventional ruggedized construction ubiquity complex structure, difficulty of construction is large, the shortcoming that consolidation effect is not good.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of ruggedized construction of reinforced concrete beam column, can solve the deficiencies in the prior art, by using H shaped steel and concrete to carry out externally reinforced, use reinforced steel to carry out internal reinforcement, and angle steel is set around the corner, simplify ruggedized construction, improved antidetonation firmness and the bearing capacity of reinforced concrete beam column.
For solving the problems of the technologies described above, technical solution adopted in the utility model is as follows.
A ruggedized construction for reinforced concrete beam column, structure comprises beam column matrix, and the external surface of described beam column matrix is fixed with some H shaped steel, and the Yi Ge edge of a wing face of H shaped steel contacts with described beam column matrix phase, between H shaped steel, by high-strength bolt, connects; In described beam column matrix, be provided with some reinforced steels, the H shaped steel in the two ends of reinforced steel and described beam column matrix outside is fixed by welding; On the web of H shaped steel, be provided with gauze wire cloth, between H shaped steel, be cast with concrete, gauze wire cloth is fixed in concrete; The corner of described beam column matrix is fixed with angle steel.
As preferably, the contact surface of described beam column matrix and H shaped steel is coated with steel work glue.
As preferably, on described high-strength bolt, be provided with elastomeric pad.
As preferably, on described angle steel, be provided with reinforcing rib.
The beneficial effect that adopts technique scheme to bring is: the ruggedized construction that the utility model provides is saving steel significantly, between H shaped steel and beam column matrix, is coated with steel work glue, has improved closeness of contact.On high-strength bolt between H shaped steel, be provided with elastomeric pad, prevent that high-strength bolt is loosening.Reinforced steel is connected with the H shaped steel of both sides through beam column matrix, and fluid concrete between H shaped steel, connects as one whole ruggedized construction and beam column matrix, and gauze wire cloth has increased concrete degree of being connected firmly.The corner of beam column matrix is fixed with the angle steel with reinforcing rib, has improved the bearing capacity of beam column matrix.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of a specific embodiment of the utility model.
Fig. 2 is the sectional view of A-A direction in Fig. 1.
In figure: 1, beam column matrix; 2, H shaped steel; 3, high-strength bolt; 4, reinforced steel; 5, gauze wire cloth; 6, concrete; 7, angle steel; 8, steel work glue; 9, elastomeric pad; 10, reinforcing rib.
The specific embodiment
With reference to Fig. 1-2, structure of the present utility model comprises beam column matrix 1, and the external surface of described beam column matrix 1 is fixed with some H shaped steel 2, and the Yi Ge edge of a wing face of H shaped steel 2 contacts with described beam column matrix 1, between H shaped steel 2, by high-strength bolt 3, connects; In described beam column matrix 1, be provided with some reinforced steels 4, the H shaped steel 2 in the two ends of reinforced steel 4 and described beam column matrix 1 outside is fixed by welding; On the web of H shaped steel 2, be provided with gauze wire cloth 5, be cast with concrete 6 between H shaped steel 2, gauze wire cloth 5 is fixed in concrete 6; The corner of described beam column matrix 1 is fixed with angle steel 7.
It should be noted that described beam column matrix 1 and the contact surface of H shaped steel 2 are coated with steel work glue 8.
It should be noted that on described high-strength bolt 3 and be provided with elastomeric pad 9.
In addition, on described angle steel 7, be provided with reinforcing rib 10.
Operating principle of the present utility model is: the ruggedized construction that the utility model provides is saving steel significantly, between H shaped steel 2 and beam column matrix 1, is coated with steel work glue 8, has improved closeness of contact.On high-strength bolt 3 between H shaped steel 2, be provided with elastomeric pad 9, prevent that high-strength bolt 3 is loosening.Reinforced steel 4 is connected with the H shaped steel 2 of both sides through beam column matrix 1, and between H shaped steel 2, fluid concrete 6, and whole ruggedized construction and beam column matrix 1 are connected as one.The corner of beam column matrix 1 is fixed with the angle steel 7 with reinforcing rib 10, has improved the bearing capacity of beam column matrix 1.
More than show and described basic principle of the present utility model and principal character and advantage of the present utility model.The technician of the industry should understand; the utility model is not restricted to the described embodiments; that in above-described embodiment and manual, describes just illustrates principle of the present utility model; do not departing under the prerequisite of the utility model spirit and scope; the utility model also has various changes and modifications, and these changes and improvements all fall within the scope of claimed the utility model.The claimed scope of the utility model is defined by appending claims and equivalent thereof
.
Claims (4)
1. the ruggedized construction of a reinforced concrete beam column, structure comprises beam column matrix (1), it is characterized in that: the external surface of described beam column matrix (1) is fixed with some H shaped steel (2), the Yi Ge edge of a wing face of H shaped steel (2) contacts with described beam column matrix (1), between H shaped steel (2), by high-strength bolt (3), connects; In described beam column matrix (1), be provided with some reinforced steels (4), the H shaped steel (2) in the two ends of reinforced steel (4) and described beam column matrix (1) outside is fixed by welding; On the web of H shaped steel (2), be provided with gauze wire cloth (5), be cast with concrete (6) between H shaped steel (2), gauze wire cloth (5) is fixed in concrete (6); The corner of described beam column matrix (1) is fixed with angle steel (7).
2. the ruggedized construction of reinforced concrete beam column according to claim 1, is characterized in that: described beam column matrix (1) is coated with steel work glue (8) with the contact surface of H shaped steel (2).
3. the ruggedized construction of reinforced concrete beam column according to claim 1, is characterized in that: on described high-strength bolt (3), be provided with elastomeric pad (9).
4. the ruggedized construction of reinforced concrete beam column according to claim 1, is characterized in that: on described angle steel (7), be provided with reinforcing rib (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320468082.3U CN203394100U (en) | 2013-08-02 | 2013-08-02 | Reinforcement structure of reinforced concrete beam column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320468082.3U CN203394100U (en) | 2013-08-02 | 2013-08-02 | Reinforcement structure of reinforced concrete beam column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203394100U true CN203394100U (en) | 2014-01-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201320468082.3U Expired - Fee Related CN203394100U (en) | 2013-08-02 | 2013-08-02 | Reinforcement structure of reinforced concrete beam column |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060550A (en) * | 2014-06-30 | 2014-09-24 | 长安大学 | Cold reinforcement structure for external deformation fatigue of steel bridge deck |
| CN104060551A (en) * | 2014-06-30 | 2014-09-24 | 长安大学 | Bonded steel angle-based steel bridge out-of-plane distortion fatigue reinforcement structure and method |
| CN104060549A (en) * | 2014-06-30 | 2014-09-24 | 长安大学 | Bolted steel angle-based steel bridge out-of-plane distortion fatigue reinforcement structure |
| CN104481162A (en) * | 2014-11-18 | 2015-04-01 | 上海岩土工程勘察设计研究院有限公司 | Reinforcing structure applicable to punching-resistant stand column and construction method thereof |
| CN104989119A (en) * | 2015-05-25 | 2015-10-21 | 西安建筑科技大学 | Method for reinforcing wood structure joints by the use of angle iron |
-
2013
- 2013-08-02 CN CN201320468082.3U patent/CN203394100U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060550A (en) * | 2014-06-30 | 2014-09-24 | 长安大学 | Cold reinforcement structure for external deformation fatigue of steel bridge deck |
| CN104060551A (en) * | 2014-06-30 | 2014-09-24 | 长安大学 | Bonded steel angle-based steel bridge out-of-plane distortion fatigue reinforcement structure and method |
| CN104060549A (en) * | 2014-06-30 | 2014-09-24 | 长安大学 | Bolted steel angle-based steel bridge out-of-plane distortion fatigue reinforcement structure |
| CN104481162A (en) * | 2014-11-18 | 2015-04-01 | 上海岩土工程勘察设计研究院有限公司 | Reinforcing structure applicable to punching-resistant stand column and construction method thereof |
| CN104481162B (en) * | 2014-11-18 | 2016-07-06 | 上海岩土工程勘察设计研究院有限公司 | Ruggedized construction and construction method thereof suitable in Punching Shear column |
| CN104989119A (en) * | 2015-05-25 | 2015-10-21 | 西安建筑科技大学 | Method for reinforcing wood structure joints by the use of angle iron |
| CN104989119B (en) * | 2015-05-25 | 2017-03-15 | 西安建筑科技大学 | A kind of method of employing angle steel reinforced timber structure node |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140115 Termination date: 20140802 |
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| EXPY | Termination of patent right or utility model |