CN219753021U - Steel bridge stop block for arc section - Google Patents
Steel bridge stop block for arc section Download PDFInfo
- Publication number
- CN219753021U CN219753021U CN202321273718.9U CN202321273718U CN219753021U CN 219753021 U CN219753021 U CN 219753021U CN 202321273718 U CN202321273718 U CN 202321273718U CN 219753021 U CN219753021 U CN 219753021U
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- China
- Prior art keywords
- steel
- steel plate
- plate
- stop block
- stop
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 117
- 239000010959 steel Substances 0.000 title claims abstract description 117
- 239000004567 concrete Substances 0.000 claims abstract description 16
- 238000003466 welding Methods 0.000 claims abstract description 9
- 238000010276 construction Methods 0.000 abstract description 7
- 239000003351 stiffener Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to the field of civil construction engineering, in particular to a steel bridge stop block for an arc section. The steel plate comprises a stop vertical steel plate, a bowl-shaped steel plate, a stop bottom steel plate, a steel beam bottom plate and a steel structure beam bottom stiffening steel plate; wherein the curvature of the bowl-shaped steel plate is consistent with that of the steel beam bottom plate, and the bowl-shaped steel plate and the steel beam bottom plate are welded together through side welding and plug welding; the vertical steel plate of the stop block corresponds to the stiffening steel plate at the bottom of the steel structure beam. The vertical steel plate of the stop block and the bowl-shaped steel plate are welded to form a closed small box chamber. Shear nails are welded on the vertical steel plates of the stop blocks and the steel plates at the bottoms of the stop blocks. Tank concrete holes are formed in the vertical steel plates of the stop blocks, and micro-expansion concrete is filled in the closed small tank chamber. And sticking a rubber stop block on the corresponding vertical surface. The utility model can effectively solve the problem that the vertical steel plate of the stop block is not corresponding to the position of the stiffening plate of the stop block in the steel bottom plate, and the steel bottom plate is torn and damaged; the stop block has high shear strength, good overall rigidity and small deformation; the whole modeling is simple, and the landscaping is good.
Description
Technical Field
The utility model relates to the field of civil construction engineering, in particular to a steel bridge stop block for an arc section.
Background
Along with urban modernization and aesthetic improvement of people, the requirements of viaduct landscapes are increasing. As a stop block for bridge anti-seismic construction measures, the anti-seismic bridge anti-seismic structure has wide application and various forms. Urban space restriction and view requirement, the pier becomes light and handy, succinct, often does not have sufficient position on the resulting pier, sets up reinforced concrete dog, adopts the pier side to add the mode that the steel chosen the arm and set up the dog, because space occupation is many, the view nature is relatively poor, is difficult to obtain promoting in urban construction.
The bridge with the arc-shaped section has good landscape design and is popular in the construction of viaducts. The support needs to be arranged in an arc change section, and is more convex in a steel structure ramp bridge with a small curve radius.
At present, a stop block is arranged at the bottom of a steel structure beam, a vertical steel plate of the stop block is directly welded with a steel beam bottom plate, a corresponding stiffening plate is arranged in the steel beam bottom plate, and in site construction, the position of a stiffening rib of the stop block in the steel beam bottom plate is difficult to correspond to the position of the vertical steel plate of the stop block, so that the problem of tearing and damaging the steel structure beam bottom plate occurs; in addition, the steel stop block has relatively small rigidity and large deformation.
Disclosure of Invention
The utility model aims to provide a steel bridge stop block for an arc-shaped section, which overcomes the defects of the stop block in the prior art.
In order to achieve the above object, the technical scheme of the present utility model is as follows:
a steel bridge stop block for an arc section comprises a stop block vertical steel plate, a bowl-shaped steel plate, a stop block bottom steel plate, a steel beam bottom plate and a steel structure beam bottom stiffening steel plate; the curvature of the bowl-shaped steel plate is consistent with that of the steel beam bottom plate, and the bowl-shaped steel plate and the steel beam bottom plate are welded together through side welding and plug welding; and the vertical steel plate of the stop block corresponds to the stiffening steel plate at the bottom of the steel structure beam.
Further, the vertical steel plate of the stop block and the bowl-shaped steel plate are welded to form a closed small box chamber.
Further, shear nails are welded on the vertical steel plates of the stop blocks and the steel plates at the bottoms of the stop blocks.
Further, a tank concrete hole is formed in the vertical steel plate of the stop block, and concrete is filled in the closed small tank chamber.
Further, the vertical steel plates of the stop blocks can be stuck with rubber stop blocks on corresponding vertical surfaces according to the requirements of the anti-seismic anti-falling beams.
Further, the concrete is micro-expansive concrete.
Compared with the prior art, the utility model has the following beneficial effects:
1. because arc steel sheet and girder steel arc bottom plate pass through the side welding together, the dog stiffening plate position is not corresponding in effectively having solved the vertical steel sheet of dog and the steel bottom plate, appears girder steel bottom plate and tear the damage problem, and has improved the construction progress.
2. Compared with a reinforced concrete stop block, the stop block has high shear strength; compared with the existing steel stop block, the steel concrete stop block has high shear strength, good overall rigidity and small deformation.
3. The vertical steel plate is adhered with the rubber stop block, so that the rubber stop block is high in applicability, and the stop block can be blocked on the side face of the pier, and a certain gap is reserved between the stop block and the pier; the device can also be blocked on the side surface of the support lower bolster and keep a certain gap with the support lower bolster; and the bridge pier can also extend into an inner groove preset at the top of the bridge pier, and a certain gap is reserved between the bridge pier and the fixed inner groove wall and the inner groove bottom of the bridge pier.
4. Under the prerequisite that satisfies shock resistance, this patent dog can make the volume less, and view nature is good.
Drawings
FIG. 1 is a cross-sectional view of a main beam with a stop of the present utility model in place;
FIG. 2 is a cross-sectional view A-A illustrating the location of a steel beam floor stiffener;
FIG. 3 is a large view of a steel bridge stop;
FIG. 4 is a schematic cross-sectional view of a steel bridge stop B-B;
fig. 5 is a schematic view of a steel bridge bowl-shaped steel plate.
The numbers in the figure are as follows: the steel plate comprises a 1-stop vertical steel plate, a 2-bowl-shaped steel plate, a 3-stop bottom steel plate, a 4-steel beam bottom plate, a 5-steel structure beam bottom stiffening plate, 6-shear nails, 7-micro-expansion concrete and 8-rubber stop.
Detailed Description
The utility model will be described in further detail with reference to the drawings and the detailed description.
Fig. 1 is a cross-sectional view of a main beam at the location of a stop in this embodiment, a cross-section of a steel-concrete composite beam, and an exemplary steel-concrete stop is provided on the side of a support. Stiffening ribs are arranged in the beam bottom plate.
Fig. 2 is a cross-sectional view of the locations of the stiffeners of the steel beam bottom plate of the present embodiment, the steel structure beam bottom stiffeners 5 (5 a, 5 c) are welded to the steel beam bottom plate 4, and the stiffeners 5a and 5c are also welded.
Fig. 3 is a block diagram of the present embodiment. (1) The bowl-shaped steel plate 2 and the steel beam bottom plate 4 are welded together through side welding and plug welding; (2) the vertical steel plates 1a, 1b and 1c of the baffle plate welded with the shear nails 6 and the bottom steel plate 3 of the baffle plate are welded with each other and then welded to the bowl-shaped steel plate 2. The bowl-shaped steel plate 2, the stop vertical steel plates 1 (1 a, 1b, 1 c) and the stop bottom steel plate 3 form a closed small box chamber. (3) And pouring micro-expansion concrete from the concrete pouring holes.
Fig. 5 is a schematic diagram of an exemplary arc-shaped steel plate 2, wherein the curve radius R of the arc-shaped steel plate 2 is equal to the curve radius of the steel beam bottom plate 4, and the dimension parameters B1 and B2 of the arc-shaped steel plate 2 are obtained according to calculation. A rubber stopper 8 can be stuck on the stopper vertical steel plate 1.
The above embodiments are not intended to limit the present utility model, and the present utility model is not limited to the above examples, but is also intended to be limited to the following claims.
Claims (6)
1. The steel bridge stop block for the arc-shaped section is characterized by comprising a stop block vertical steel plate (1), a bowl-shaped steel plate (2), a stop block bottom steel plate (3), a steel beam bottom plate (4) and a steel structure beam bottom stiffening steel plate (5); the curvature of the bowl-shaped steel plate (2) is consistent with that of the steel beam bottom plate (4), and the bowl-shaped steel plate (2) and the steel beam bottom plate (4) are welded together through side welding and plug welding; the stop vertical steel plate (1) corresponds to the steel structure beam bottom stiffening steel plate (5).
2. The steel bridge stop for arc-shaped section according to claim 1, characterized in that the stop vertical steel plate (1) is welded with the bowl-shaped steel plate (2) to form a closed small box.
3. The steel bridge stop block for the arc-shaped section according to claim 1, wherein shear nails (6) are welded on the stop block vertical steel plate (1) and the stop block bottom steel plate (3).
4. The steel bridge stop block for the arc-shaped section according to claim 2, wherein a tank concrete hole is formed in the vertical steel plate (1) of the stop block, and concrete is filled in the closed small tank chamber.
5. Steel bridge stop for curved sections according to claim 4, characterized in that the concrete is micro-expansive concrete (7).
6. The steel bridge stop for an arc-shaped section according to claim 1, characterized in that the stop vertical steel plate (1) is attached with a rubber stop (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321273718.9U CN219753021U (en) | 2023-05-24 | 2023-05-24 | Steel bridge stop block for arc section |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321273718.9U CN219753021U (en) | 2023-05-24 | 2023-05-24 | Steel bridge stop block for arc section |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219753021U true CN219753021U (en) | 2023-09-26 |
Family
ID=88073445
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321273718.9U Active CN219753021U (en) | 2023-05-24 | 2023-05-24 | Steel bridge stop block for arc section |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219753021U (en) |
-
2023
- 2023-05-24 CN CN202321273718.9U patent/CN219753021U/en active Active
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |