CN216615460U - Arc-shaped anti-seismic stop block structure suitable for circular pier - Google Patents
Arc-shaped anti-seismic stop block structure suitable for circular pier Download PDFInfo
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- CN216615460U CN216615460U CN202123025228.0U CN202123025228U CN216615460U CN 216615460 U CN216615460 U CN 216615460U CN 202123025228 U CN202123025228 U CN 202123025228U CN 216615460 U CN216615460 U CN 216615460U
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Abstract
The utility model discloses an arc-shaped anti-seismic stop block structure suitable for a circular pier. The three outer rectangular steel plates positioned on the upper part, the lower part and the outer part are connected into a whole to form a frame type arc-shaped anti-seismic stop block, a stiffening steel plate is arranged inside the frame type arc-shaped anti-seismic stop block, the inner side arc-shaped steel plate is connected with the outer rectangular steel plates positioned on the upper part and the lower part, and the rubber gasket is arranged on the outer surface of the inner side arc-shaped steel plate. The utility model has the advantages of simple connection structure, high reliability, strong practicability and the like.
Description
Technical Field
The utility model relates to the technical field of bridge earthquake resistance, in particular to an arc-shaped earthquake-resistant stop block structure suitable for a circular pier.
Background
In high-intensity earthquake areas, beam falling is the most common and serious damage form of bridges, causes traffic interruption, has great influence on emergency rescue and disaster relief, has high post-disaster repair difficulty, and needs to be prevented by adopting proper measures. The anti-seismic stop block is a common anti-beam-falling measure, and the longitudinal and transverse anti-seismic stop blocks are generally arranged at the positions of bridge supporting points in the anti-seismic design of the bridge, so that the main beam is limited to generate large displacement under the action of an earthquake, and the longitudinal and transverse beam falling is prevented. Bridge pier stud is mostly circular, and conventional antidetonation dog is the rectangle with the pier contact surface, only is better to the limiting displacement of girder in perpendicular to dog medial surface direction, and when girder and pier stud took place great relative displacement, the antidetonation dog could play limiting displacement in all the other directions, and the girder was close to the emergence and is fallen the roof beam state this moment, and the reliability is lower. And the earthquake action direction has great contingency, sets up conventional antidetonation dog in a plurality of directions, and the structure is too complicated, and receives the space restriction and is difficult to implement. Therefore, an anti-seismic stop block with a simple structure is required to be found at present so as to adapt to the contingency of the earthquake action direction, well limit the displacement of the main beam in any direction and ensure that the fulcrum of the circular pier does not fall down to damage under the action of strong earthquake.
Disclosure of Invention
The utility model aims to overcome the defects in the prior art, and provides an arc-shaped anti-seismic stop block structure suitable for a circular pier, which can ensure that the displacement of a main beam can be better limited in any earthquake action direction, and the fulcrum of the circular pier is ensured not to be damaged by beam falling under the action of strong earthquake.
In order to solve the technical problems, the utility model is realized by the following technical scheme:
the utility model provides an arc antidetonation dog structure suitable for circular pier, includes inboard arc steel sheet, outside rectangle steel sheet, the steel sheet of putting more energy into and rubber gasket, is located upper and lower, three outside rectangle steel sheets and connects as an organic whole constitution frame-type arc antidetonation dog, and this frame-type arc antidetonation dog's inside sets up the steel sheet of putting more energy into, and inboard arc steel sheet is connected with the outside rectangle steel sheet that is located upper and lower, the rubber gasket sets up in the surface of inboard arc steel sheet.
Furthermore, the inner arc-shaped steel plate, the outer rectangular steel plate and the stiffening steel plate are all connected by welding.
Furthermore, arc antidetonation dog is arranged around circular pier along bridge is indulged, the crossbeam to keep fixed interval, ensure to restrict the girder displacement in arbitrary direction homoenergetic betterly, prevent to take place to fall the roof beam and destroy.
Furthermore, the cross section line of the arc-shaped steel plate on the inner side of the arc-shaped anti-seismic stop block is an arc.
Furthermore, the arc-shaped anti-seismic stop block is connected with the concrete girder in an anchoring manner or welded with the steel girder.
Compared with the prior art, the utility model has the following advantages:
(1) the arc-shaped anti-seismic stop block structure can better limit the displacement of the main beam in any direction, and ensures that the supporting point of the circular pier is not damaged by falling under the action of strong shock.
(2) The utility model has the advantages of simple connection structure, high reliability, strong practicability and the like.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic view of the installation in elevation of the use state of the present invention.
Fig. 2 is a schematic view of a mounting plane in a state of use of the present invention.
FIG. 3 is a schematic plan view of an arcuate anti-seismic stop according to the present invention.
FIG. 4 is a side schematic view of the arcuate anti-seismic stop of the present invention.
In the figure: 1-inner side arc-shaped steel plate, 2-outer side rectangular steel plate, 3-stiffening steel plate, 4-rubber gasket, 5-arc-shaped anti-seismic stop block, 6-main beam, 7-circular pier and 8-support system.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be obtained by a person skilled in the art without inventive effort based on the embodiments of the present invention, are within the scope of the present invention.
As shown in fig. 1 to 4, an arc-shaped anti-seismic stop block structure suitable for a circular pier comprises an inner arc-shaped steel plate 1, an outer rectangular steel plate 2, a stiffening steel plate 3 and a rubber gasket 4, wherein the inner arc-shaped steel plate 1, the outer rectangular steel plate 2 and the stiffening steel plate 3 are all connected by welding, the rubber gasket 4 is arranged on the outer surface of the inner arc-shaped steel plate 1, and an arc-shaped anti-seismic stop block 5 is formed by the above structures; and a support system 8 is arranged between the circular pier 7 and the main beam 6.
The arc-shaped anti-seismic stop blocks 5 are arranged around the circular pier 7 along the longitudinal beam and the transverse beam of the bridge, and fixed intervals are kept, so that the displacement of the main beam 6 can be well limited in any direction, and the beam falling damage is prevented.
And a stiffening steel plate 3 is arranged in the arc-shaped anti-seismic stop block 5 to ensure that the arc-shaped anti-seismic stop block has rigidity enough to resist the earthquake action.
And all steel plates of the arc-shaped anti-seismic stop block 5 are connected by welding.
The cross section line of the arc-shaped steel plate 1 on the inner side of the arc-shaped anti-seismic stop block 5 is an arc.
And a rubber gasket 4 is arranged on the surface of the arc-shaped steel plate 1 on the inner side of the arc-shaped anti-seismic stop block 5.
And the arc-shaped anti-seismic stop block 5 is connected with the concrete girder in an anchoring manner or welded with the steel girder.
The connection method of the utility model is as follows:
the inner arc-shaped steel plate 1, the outer rectangular steel plate 2 and the stiffening steel plate 3 are spliced and welded.
And (II) the rubber gasket 4 is fixedly adhered to the outer surface of the inner side arc-shaped steel plate 1.
And (III) connecting the assembled arc anti-seismic stop block 5 with the main beam 6, and ensuring that the arc anti-seismic stop block keeps a fixed distance with the circular pier 7 to form an arc anti-seismic stop block structure suitable for the circular pier.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (4)
1. The utility model provides an arc antidetonation dog structure suitable for circular pier, its characterized in that, including inboard arc steel sheet (1), outside rectangle steel sheet (2), stiffening steel sheet (3) and rubber gasket (4), be located upper, lower, outer three outside rectangle steel sheets (2) and connect as an organic whole and constitute frame-type arc antidetonation dog (5), the inside of this frame-type arc antidetonation dog (5) sets up stiffening steel sheet (3), inboard arc steel sheet (1) is connected with outside rectangle steel sheet (2) that is located upper and lower, rubber gasket (4) set up in inboard arc steel sheet (1) surface.
2. The arc-shaped anti-seismic stop block structure suitable for the circular pier as claimed in claim 1, wherein the inner arc-shaped steel plate (1), the outer rectangular steel plate (2) and the stiffening steel plate (3) are all welded together.
3. Arc-shaped anti-seismic stop construction suitable for circular piers according to claim 1, characterized in that the arc-shaped anti-seismic stops (5) are arranged around the circular pier (7) along the longitudinal and transverse beams of the bridge and maintain a fixed interval.
4. The arc-shaped anti-seismic stop block structure suitable for the circular pier as claimed in claim 3, wherein the arc-shaped anti-seismic stop block (5) is connected with a concrete girder anchor or welded with a steel girder.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202123025228.0U CN216615460U (en) | 2021-12-06 | 2021-12-06 | Arc-shaped anti-seismic stop block structure suitable for circular pier |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202123025228.0U CN216615460U (en) | 2021-12-06 | 2021-12-06 | Arc-shaped anti-seismic stop block structure suitable for circular pier |
Publications (1)
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CN216615460U true CN216615460U (en) | 2022-05-27 |
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CN202123025228.0U Active CN216615460U (en) | 2021-12-06 | 2021-12-06 | Arc-shaped anti-seismic stop block structure suitable for circular pier |
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2021
- 2021-12-06 CN CN202123025228.0U patent/CN216615460U/en active Active
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