CN205152780U - Shock mount for road and bridge - Google Patents
Shock mount for road and bridge Download PDFInfo
- Publication number
- CN205152780U CN205152780U CN201520889268.5U CN201520889268U CN205152780U CN 205152780 U CN205152780 U CN 205152780U CN 201520889268 U CN201520889268 U CN 201520889268U CN 205152780 U CN205152780 U CN 205152780U
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- CN
- China
- Prior art keywords
- sphere
- supporting seat
- base
- locating part
- road
- Prior art date
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- Expired - Fee Related
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Abstract
The utility model discloses a shock mount for road and bridge, including roof, steel lining board, protrusion piece, base, spring, stayed mast, locating part, sphere rubber slab, supporting seat, shear force bolt, the roof bottom is equipped with the locating part, the supporting seat is equipped with the protrusion piece, the block is realized to protrusion and locating part, and the supporting seat top surface is equipped with the sphere spout, the correspondence of sphere spout is equipped with the sphere rubber slab, sphere rubber slab top is equipped with the steel lining board, the base is even as an organic whole with the supporting seat, and the base passes through the stayed mast and the spring is connected with the locating part, the shear force bolt locate on the roof top surface with the base bottom surface under, compare with prior art, the beneficial effects of the utility model are that this novel one kind shock mount for road and bridge makes the stress more evenly more balanced, can bear bigger power of swaing and pressure, increases the shock attenuation effect, simultaneously simple to operate.
Description
Technical field
The utility model relates to a kind of road bridge device, especially a kind of road and bridge shock mount.
Background technology
Building damping (structure energy-dissipating and shock-absorbing technology) arranges energy-dissipating device at some position of works (as support, shear wall, connecting sewing or connector), friction is produced by this device, bending (or shear, reverse), the distortion of elastoplasticity (or viscoelasticity) hysteresis dissipate or absorb the energy of Seismic input structure, to reduce the earthquake response of agent structure, thus avoid structure produce destruction or collapse, reach the object of shockproof control.
Existing bridge aseismic devices, when earthquake, due under the effect of nosing force, makes damping device discontinuity, causes bridge aseismic devices easily to be damaged, thus affect the safety of bridge.
Summary of the invention
The purpose of this utility model is to provide a kind of road and bridge shock mount, to solve the problem proposed in above-mentioned background technology.
The purpose of this utility model is achieved by following technical proposals: a kind of road and bridge shock mount, comprise top board, steel liner plate, protruding part, base, spring, stayed mast, locating part, sphere rubber tile, supporting seat, shear studs, described top board bottom is provided with locating part, described supporting seat is provided with protruding part, described protruding part and locating part realize engaging, supporting seat end face is provided with sphere chute, described sphere chute correspondence is provided with sphere rubber tile, steel liner plate is provided with above described sphere rubber tile, described base and supporting seat are connected as a single entity, base is connected with locating part with spring by stayed mast, described shear studs is located on top board end face with under base end face.
Further, described two ends, sphere rubber tile left and right are provided with space.
Further, described stayed mast by top board and base spacing.
Compared with prior art, the beneficial effects of the utility model are these novel a kind of road and bridge shock mounts, make overall stressedly more evenly more to balance, can bear larger nosing force and pressure, increase damping effect, while easy for installation.
Accompanying drawing explanation
Fig. 1 is the utility model whole structure figure;
In figure: 1, top board, 2, steel liner plate, 3, protruding part, 4, base, 5, spring, 6, stayed mast, 7, locating part, 8, sphere rubber tile, 9, supporting seat, 10, shear studs.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment; technical scheme in the utility model embodiment is clearly and completely described; obviously; described embodiment is only the utility model part embodiment; instead of whole embodiments; based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
As shown in Figure 1, the utility model discloses a kind of road and bridge shock mount, comprise top board 1, steel liner plate 2, protruding part 3, base 4, spring 5, stayed mast 6, locating part 7, sphere rubber tile 8, supporting seat 9, shear studs 10, described top board 1 bottom is provided with locating part 7, described supporting seat 9 is provided with protruding part 3, described protruding part 3 realizes engaging with locating part 7, supporting seat 9 end face is provided with sphere chute, described sphere chute correspondence is provided with sphere rubber tile 8, the setting of sphere rubber tile 8, when earthquake, spherical design, lifting surface area is maximum, the power that can bear is maximum, the ability of earthquake of contending with is the strongest, steel liner plate 2 is provided with above described sphere rubber tile 8, steel liner plate 2 be designed for increase top board 1 bear pressure, by transition buffer be, bear that to can bear pressure larger, described base 4 is connected as a single entity with supporting seat 9, and base 4 is connected with locating part 7 with spring 5 by stayed mast 6, and described shear studs 10 is located on top board 1 end face and under base 4 bottom surface, is convenient to install, described sphere rubber tile about 8 two ends are provided with space, are convenient to sphere rubber tile 8 according to stressed, self-control, described stayed mast 6 by top board 1 and base 4 spacing, like this can two ends spacing, whole shock mount is balanced more, and the pulling force that can bear increases, and damping effect is more obvious.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
In addition, be to be understood that, although this manual is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of manual is only for clarity sake, those skilled in the art should by manual integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
Claims (3)
1. a road and bridge shock mount, comprise top board (1), steel liner plate (2), protruding part (3), base (4), spring (5), stayed mast (6), locating part (7), sphere rubber tile (8), supporting seat (9), shear studs (10), it is characterized in that: described top board (1) bottom is provided with locating part (7), described supporting seat (9) is provided with protruding part (3), described protruding part (3) realizes engaging with locating part (7), supporting seat (9) end face is provided with sphere chute, described sphere chute correspondence is provided with sphere rubber tile (8), described sphere rubber tile (8) top is provided with steel liner plate (2), described base (4) and supporting seat (9) are connected as a single entity, base (4) is connected with locating part (7) with spring (5) by stayed mast (6), described shear studs (10) is located on top board (1) end face with under base (4) bottom surface.
2. a kind of road and bridge shock mount according to claim 1, is characterized in that: described sphere rubber tile (8) two ends, left and right are provided with space.
3. a kind of road and bridge shock mount according to claim 1, is characterized in that: described stayed mast (6) by top board (1) and base (4) spacing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520889268.5U CN205152780U (en) | 2015-11-10 | 2015-11-10 | Shock mount for road and bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520889268.5U CN205152780U (en) | 2015-11-10 | 2015-11-10 | Shock mount for road and bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205152780U true CN205152780U (en) | 2016-04-13 |
Family
ID=55688492
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520889268.5U Expired - Fee Related CN205152780U (en) | 2015-11-10 | 2015-11-10 | Shock mount for road and bridge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205152780U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107237254A (en) * | 2017-08-14 | 2017-10-10 | 四川大学 | A kind of high pier bridge vibration absorption and isolation support of chute-type friction pendulum |
| CN107268428A (en) * | 2017-06-24 | 2017-10-20 | 李明 | One kind has shock-absorbing function supporting bridge seat |
| CN108867911A (en) * | 2018-07-02 | 2018-11-23 | 东南大学 | A kind of pulling-resistant type three-dimensional rubber friction-pendulum shock-insulation support |
-
2015
- 2015-11-10 CN CN201520889268.5U patent/CN205152780U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107268428A (en) * | 2017-06-24 | 2017-10-20 | 李明 | One kind has shock-absorbing function supporting bridge seat |
| CN107237254A (en) * | 2017-08-14 | 2017-10-10 | 四川大学 | A kind of high pier bridge vibration absorption and isolation support of chute-type friction pendulum |
| US10202728B1 (en) | 2017-08-14 | 2019-02-12 | Sichuan University | Sliding groove type friction pendulum high-pier bridge seismic mitigation and isolation bearing |
| CN108867911A (en) * | 2018-07-02 | 2018-11-23 | 东南大学 | A kind of pulling-resistant type three-dimensional rubber friction-pendulum shock-insulation support |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160413 Termination date: 20171110 |