CN220352605U - High crossbeam reinforced structure - Google Patents
High crossbeam reinforced structure Download PDFInfo
- Publication number
- CN220352605U CN220352605U CN202322184564.2U CN202322184564U CN220352605U CN 220352605 U CN220352605 U CN 220352605U CN 202322184564 U CN202322184564 U CN 202322184564U CN 220352605 U CN220352605 U CN 220352605U
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- Prior art keywords
- crossbeam
- jamb
- high beam
- piers
- pier
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- 230000002787 reinforcement Effects 0.000 claims 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 5
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to the technical field of high beams and discloses a high beam reinforcing structure, which comprises two piers connected through a beam, wherein side posts which are only used for contacting the side surfaces of the high beam are arranged at the top ends of the outer side surfaces of the two piers, the bottoms of the side posts extend downwards to the surface of the piers in an inclined manner, and the inner side surfaces of the side posts are provided with connecting surfaces used for supporting and supporting surfaces used for clinging to the side surfaces of the high beam. This high crossbeam reinforced structure, two piers support the bottom of high crossbeam, make its atress even, and the jamb supports the both sides of high crossbeam, and when the edge atress of high crossbeam was too big tumbles, the side of high crossbeam can be blocked by the jamb to reduce the possibility that the high crossbeam tumbles, and jamb and pier are integrative, can improve stable support to the high crossbeam.
Description
Technical Field
The utility model relates to the technical field of high beams, in particular to a high beam reinforcing structure.
Background
The high beams are beams which are arranged transversely to the bridge axle and supported on the main load bearing members in the bridge superstructure. The main effect of the high beam is to transfer bridge deck load to the pier stud, and the high beam can also play a role in increasing the stability and bearing capacity of the bridge deck. The existing high beam is generally supported by bridge piers below, but if the edge of the high beam is stressed too much, the high beam is likely to tip over, and aiming at the problem, a high beam reinforcing structure is provided.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model provides a high beam reinforcing structure.
The utility model provides the following technical scheme: the utility model provides a high crossbeam reinforced structure, includes two piers that connect through the crossbeam, two the top of pier lateral surface is equipped with the side post that is only used for contacting high crossbeam side, the bottom of side post is slope downwardly extending to the pier surface, and the medial surface of side post is equipped with the junction surface that is used for supporting and is used for hugging closely the supporting surface of high crossbeam side.
Preferably, the connecting surface is a plane or a surface extending obliquely upwards to the pier, and is lower than the top end position of the pier.
Preferably, the supporting surface is attached to the side surface of the high beam, and the top end of the supporting surface is bent downwards.
Compared with the prior art, the utility model has the following beneficial effects:
this high crossbeam reinforced structure, two piers support the bottom of high crossbeam, make its atress even, and the jamb supports the both sides of high crossbeam, and when the edge atress of high crossbeam was too big tumbles, the side of high crossbeam can be blocked by the jamb to reduce the possibility that the high crossbeam tumbles, and jamb and pier are integrative, can improve stable support to the high crossbeam.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model.
In the figure: 1. bridge piers; 2. a cross beam; 3. a side column; 4. a connection surface; 5. a support surface.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present disclosure more apparent, a technical solution of the embodiments of the present disclosure will be clearly and completely described in conjunction with the accompanying drawings of the embodiments of the present disclosure, and detailed descriptions of known functions and known components are omitted from the present disclosure in order to avoid unnecessarily obscuring the concept of the present disclosure.
Please refer to fig. 1, a high beam reinforcing structure, including two piers 1 that connect through crossbeam 2, two the top of pier 1 lateral surface is equipped with only is used for pouring the jamb 3 of high beam side contact, and pier 1 and crossbeam 2 and jamb 3 form, and two piers 1 support the bottom of high beam, make its atress even, and jamb 3 support the both sides of high beam, and when the edge atress of high beam is too big tumbles, the side of high beam can be blocked by jamb 3 to reduce the possibility that high beam tumbles.
The bottom of the side column 3 is inclined and extends downwards to the surface of the pier 1, when the high beam of the side column 3 supports, the side column 3 is stressed downwards, so that the bottom of the side column 3 is inclined and downwards designed, strong supporting force can be provided for the side column 3, and the side column 3 is prevented from being broken.
The medial surface of jamb 3 is equipped with the junction surface 4 that is used for supporting and is used for hugging closely the supporting surface 5 of high crossbeam side, junction surface 4 is plane or slope upwards extends to the surface of pier 1, junction surface 4 is less than the top position of pier 1, because jamb 3 atress is decurrent, in order to avoid the junction fracture at jamb 3 top, junction surface 4 adopts level and the ascending connected mode of slope, can effectively increase jamb 3 holding power, avoids jamb 3 fracture.
The supporting surface 5 is attached to the side face of the high beam, the top end of the supporting surface 5 is bent downwards, the supporting surface 5 is used for contacting with the side face of the high beam, and when the high beam is tipped over, the supporting surface 5 can block the high beam.
The above embodiments are only exemplary embodiments of the present utility model and are not intended to limit the present utility model, the scope of which is defined by the claims. Various modifications and equivalent arrangements of this utility model will occur to those skilled in the art, and are intended to be within the spirit and scope of the utility model.
Claims (3)
1. A high crossbeam reinforced structure which characterized in that: including two piers (1) that connect through crossbeam (2), two the top of pier (1) lateral surface is equipped with only is used for being directed against high crossbeam side contact jamb (3), the bottom of jamb (3) is slope downwardly extending to pier (1) surface, and the medial surface of jamb (3) is equipped with connecting surface (4) that are used for supporting and is used for hugging closely supporting surface (5) of high crossbeam side.
2. A high beam reinforcement structure according to claim 1, wherein: the connecting surface (4) is a plane or extends obliquely upwards to the surface of the bridge pier (1), and the connecting surface (4) is lower than the top end position of the bridge pier (1).
3. A high beam reinforcement structure according to claim 1, wherein: the supporting surface (5) is attached to the side face of the high beam, and the top end of the supporting surface (5) is bent downwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322184564.2U CN220352605U (en) | 2023-08-15 | 2023-08-15 | High crossbeam reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322184564.2U CN220352605U (en) | 2023-08-15 | 2023-08-15 | High crossbeam reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220352605U true CN220352605U (en) | 2024-01-16 |
Family
ID=89505564
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322184564.2U Active CN220352605U (en) | 2023-08-15 | 2023-08-15 | High crossbeam reinforced structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220352605U (en) |
-
2023
- 2023-08-15 CN CN202322184564.2U patent/CN220352605U/en active Active
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