CN212505816U - A kind of anti-seismic stop block of bridge rotating buffer energy-consuming type along the bridge direction - Google Patents
A kind of anti-seismic stop block of bridge rotating buffer energy-consuming type along the bridge direction Download PDFInfo
- Publication number
- CN212505816U CN212505816U CN202021291800.0U CN202021291800U CN212505816U CN 212505816 U CN212505816 U CN 212505816U CN 202021291800 U CN202021291800 U CN 202021291800U CN 212505816 U CN212505816 U CN 212505816U
- Authority
- CN
- China
- Prior art keywords
- steel
- plate
- corbel
- vertical
- steel plate
- Prior art date
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 239
- 239000010959 steel Substances 0.000 claims abstract description 239
- 230000003139 buffering effect Effects 0.000 claims abstract description 38
- 230000021715 photosynthesis, light harvesting Effects 0.000 claims abstract description 17
- 239000000463 material Substances 0.000 claims description 6
- 238000006073 displacement reaction Methods 0.000 abstract description 10
- 230000006835 compression Effects 0.000 abstract description 2
- 238000007906 compression Methods 0.000 abstract description 2
- 238000011084 recovery Methods 0.000 abstract description 2
- 238000005265 energy consumption Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 3
- 229910000639 Spring steel Inorganic materials 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- 230000005489 elastic deformation Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000005381 potential energy Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
本实用新型公开了一种顺桥向转动缓冲耗能型桥梁抗震挡块，包括钢牛腿、转动构件、缓冲耗能装置、钢挡板和碰撞橡胶，所述钢牛腿固定在桥墩侧壁上方，所述转动构件通过转动铰支座固定安装在主梁的底部，所述缓冲耗能装置固定连接在转动构件内部的两侧，所述钢挡板通过钢挡板螺栓固定安装在钢牛腿上部，钢挡板位于转动构件两侧。本实用新型能够限制梁体和桥墩之间顺桥向的过大位移，防止发生落梁现象，依靠缓冲耗能装置的压缩和拉伸形变缓冲并消耗一部分地震输入的能量，通过扭转弹簧的扭转变形和碰撞橡胶的碰撞变形来吸收地震的能量，尽可能减小桥梁的损伤程度，并且地震过后随着缓冲耗能装置和扭转弹簧的恢复作用，挡块能复位到原来的形态。
The utility model discloses an anti-vibration block of a bridge that rotates along the bridge direction, and comprises a steel corbel, a rotating member, a buffering energy dissipation device, a steel baffle plate and a collision rubber. The steel corbel is fixed on a side wall of a bridge pier. Above, the rotating member is fixedly installed on the bottom of the main beam through the rotating hinge support, the buffer energy dissipation device is fixedly connected to both sides inside the rotating member, and the steel baffle is fixedly installed on the steel cow through the steel baffle bolt. On the upper part of the legs, steel baffles are located on either side of the rotating member. The utility model can limit the excessive displacement between the beam body and the bridge pier along the bridge direction, prevent the beam falling phenomenon, rely on the compression and tensile deformation of the buffer energy dissipation device to buffer and consume a part of the energy input by the earthquake, through the torsion of the torsion spring The deformation and collision deformation of the collision rubber absorb the energy of the earthquake and minimize the damage of the bridge. After the earthquake, the block can be reset to its original shape with the recovery of the buffer energy dissipation device and the torsion spring.
Description
Technical Field
The utility model belongs to the technical design field of the bridge antidetonation, concretely relates to buffering power consumption type bridge antidetonation dog is rotated in same direction as bridge.
Background
In recent years, the bridge engineering technology in China is rapidly developed and gradually ascends into the world of the large bridge engineering technology. The bridge construction engineering is significant to social development and is a component of an important traffic system through which people depend on transportation. However, China is located among a plurality of earthquake zones and is a country with more earthquakes, and the earthquake occurrence in each time can seriously affect the economy of the country and the region. The bridge is used as a junction for transportation and traffic, is a life passage after an earthquake occurs, and if the bridge structure is seriously damaged due to the earthquake, such as separation of a beam body from a pier, support damage, beam falling and the like, the bridge not only can cause serious economic damage, but also more importantly influences the external rescue speed and threatens the life health safety of people in the earthquake. In order to avoid the occurrence of an event that a bridge is easy to collapse in the earthquake in China, reinforced concrete stop blocks are usually arranged on two sides of the top of a pier capping beam, so that the relative displacement on a transverse bridge of the bridge can be limited to a certain extent, but the stop blocks are easy to damage when being impacted, and have little restraint effect on the displacement along the bridge direction. The collapse prevention performance and the earthquake resistance performance of the bridge are improved from all aspects, and the energy input by an earthquake is consumed when the earthquake comes.
Based on the above, a novel bridge anti-seismic stop block is provided, namely the buffering energy-consumption type bridge anti-seismic stop block rotating along the bridge direction, so that the overlarge displacement along the bridge direction can be limited when an earthquake occurs, the phenomenon of beam falling is prevented, the energy input by the earthquake is consumed as much as possible, and the damage degree of the whole bridge is reduced.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a buffering power consumption type bridge antidetonation dog is rotated to bridge direction, this kind of antidetonation dog can restrict the too big displacement of bridge direction between the roof beam body and the pier, prevent to take place the roof beam phenomenon, rely on buffering power consumption device's compression and tensile deformation buffering and consume the energy of some earthquake input, the energy of absorbing the earthquake is out of shape with the collision of collision rubber through torsion spring's torsional deformation, reduce the damage degree of bridge as far as, and after the earthquake along with buffering power consumption device and torsion spring's restoration effect reinforcing, the dog can reset to original form and continue work.
In order to realize the above-mentioned purpose, the utility model discloses a buffering power consumption type bridge antidetonation dog is rotated in same direction as bridge, including steel corbel, rotating member, buffering power consumption device, steel baffle and collision rubber, the steel corbel passes through steel corbel bolt fastening in pier lateral wall top, the rotating member passes through the bottom of rotating hinged-support fixed mounting at the girder, buffering power consumption device fixed connection is in the inside both sides of rotating member, steel baffle passes through steel baffle bolt fixed mounting on steel corbel upper portion, steel baffle is located the rotating member both sides, collision rubber fixed connection is in the outside both sides of rotating member.
The steel bracket comprises a steel bracket top plate, a steel bracket side plate, a steel bracket web plate and a steel bracket bottom plate. The steel corbel curb plate is through a plurality of steel corbel bolt fixed connection at the pier lateral wall, steel corbel curb plate one side is located to steel corbel roof and steel corbel bottom plate level, and the steel corbel web of two parallels of vertical setting between the two, steel corbel web is connected in steel corbel curb plate one side.
The rotating component comprises a top plate, a rotating hinged support, a first vertical steel plate, a second vertical steel plate, a transverse steel plate and a torsion spring. The top plate is fixedly arranged at the lower part of the main beam through a top plate bolt, and the rotary hinged support is welded at the lower part of the top plate; the upper ends of the first vertical steel plate and the second vertical steel plate are respectively fixed with three upper pin heads at equal intervals, and the lower ends of the first vertical steel plate and the second vertical steel plate are respectively fixed with two lower pin heads; two groups of hole digging and hinging steel sheets are respectively fixed at two ends of the transverse steel plate; openings are formed in the lower ends of the first vertical steel plate and the second vertical steel plate and the two ends of the transverse steel plate, and the arm end of the torsion spring is inserted into the openings; the first vertical steel plate and the second vertical steel plate are hinged with the rotary hinged support through upper pin heads, and the transverse steel plate, the first vertical steel plate and the second vertical steel plate are hinged with the lower pin heads through hole digging hinge steel plates; and a certain gap is reserved between the two ends of the transverse steel plate and the lower ends of the first vertical steel plate and the second vertical steel plate so as to facilitate rotation.
Four groups of buffering energy dissipation devices are arranged between the first vertical steel plate, the second vertical steel plate and the transverse steel plate, each buffering energy dissipation device comprises a steel spring, a limiting rod and a rubber stop block, one end of each steel spring is connected to the transverse steel plate, the other end of each steel spring is connected with the middle of the inner wall of each first vertical steel plate and the middle of the inner wall of each second vertical steel plate, the limiting rods are sleeved in the steel springs (17), the bottom ends of the limiting rods are welded to the upper portions of the transverse steel plates, and the rubber stop blocks are arranged at the top ends of the limiting rods.
The steel baffle plate comprises a steel baffle plate bottom plate, steel baffle plate side plates and a steel baffle plate web plate. The steel baffle bottom plate is fixedly installed on the steel corbel top plate through a plurality of steel baffle bolts, the steel baffle curb plate is vertically fixed in steel baffle bottom plate upper surface edge the steel baffle bottom plate with be provided with a steel baffle web between the steel baffle curb plate, just the steel baffle web longitudinal section is triangle-shaped.
The collision rubber is arranged on the outer side walls of the first vertical steel plate and the second vertical steel plate, the longitudinal section of the collision rubber is in an arc shape, and the collision rubber is made of rubber materials with good collision buffering performance.
Compared with the prior art, the beneficial effects of the utility model are that:
1) the buffering energy consumption device is composed of a steel spring, a limiting rod and a rubber stop block, the steel spring can effectively buffer the force generated by rotation of the rotating component, the limiting rod can limit the rotating distance of the rotating component and the deformation distance of the steel spring, and the rubber stop block is arranged at the top end of the limiting rod to prevent the rotating component from being damaged due to collision with the limiting rod.
2) The rotating member is internally provided with a torsion spring, and when the rotating member rotates due to the displacement in the transverse bridge direction, the torsion spring can resist the rotation to a certain extent, and a part of earthquake input energy is consumed.
3) The collision rubber is made of rubber materials with good collision buffering performance, has good buffering effect in the collision process with the steel baffles on the two sides, can effectively consume earthquake energy, and limits the overlarge displacement of the bridge along the bridge direction.
4) The anti-seismic stop block has a certain reset function on the whole.
5) The utility model discloses simple structure, the preparation is simple and convenient, and the antidetonation is respond well.
Drawings
FIG. 1 is a schematic view of the forward direction structure of the present invention;
FIG. 2 is a schematic view of the overall arrangement of the present invention along the direction of the bridge;
fig. 3 is a schematic view of the overall three-dimensional structure of the present invention;
FIG. 4 is a schematic view of the structure of the rotating member of the present invention;
fig. 5 is a schematic structural view of the buffering energy dissipation device of the present invention.
In the figure: 1 steel corbel, 2 rotating members, 3 buffering energy dissipation devices, 4 steel baffles, 5 collision rubber, 6 top plates, 7 rotating hinged supports, 8 upper pin heads, 9 lower pin heads, 10 first vertical steel plates, 11 second vertical steel plates, 12 transverse steel plates, 14 top plate bolts, 15 hole digging and hinging steel plates, 16 openings, 17 steel springs, 18 limiting rods, 19 rubber stoppers, 20 steel baffle bottom plates, 21 steel baffle side plates, 22 steel baffle web plates, 23 steel baffle bolts, 24 steel corbel top plates, 25 steel corbel side plates, 26 steel corbel web plates, 27 steel corbel bottom plates, 28 steel corbel bolts, 29 piers, 30 main beams, 31 expansion joints, 32 second main beams, 33 movable bridge supports and 34 fixed bridge supports.
Detailed Description
In order to make the objects, technical means and functions of the present invention more clearly understood, the present invention will be described in detail with reference to the accompanying drawings and specific embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 1-5, a buffering energy-consuming type bridge antidetonation dog is rotated along bridge direction, including steel corbel 1, rotating member 2, buffering energy-consuming device 3, steel baffle 4 and collision rubber 5, steel corbel 1 passes through steel corbel bolt 28 to be fixed in pier 29 lateral wall top, rotating member 2 is through rotating hinged-support 7 fixed mounting in the bottom of girder 30, buffering energy-consuming device 3 fixed connection is in the inside both sides of rotating member 2, steel baffle 4 passes through steel baffle bolt 23 fixed mounting on 1 upper portion of steel corbel, steel baffle 4 is located rotating member 2 both sides, collision rubber 5 fixed connection is in the outside both sides of rotating member 2.
Specifically, the steel corbel 1 comprises a steel corbel top plate 24, a steel corbel side plate 25, a steel corbel web plate 26 and a steel corbel bottom plate 27. Steel corbel curb plate 25 is through a plurality of steel corbel bolt 28 fixed connection at 29 lateral walls of pier, steel corbel curb plate 25 one side is located to steel corbel roof 24 and steel corbel bottom plate 27 level, and the steel corbel web 26 of two parallels of vertical setting between the two, steel corbel web 26 is connected in steel corbel curb plate 25 one side.
The rotating member 2 comprises a top plate 6, a rotating hinge support 7, a first vertical steel plate 10, a second vertical steel plate 11, a transverse steel plate 12 and a torsion spring. The top plate 6 is fixedly arranged at the lower part of a main beam 30 through a top plate bolt 14, and the rotary hinge support 7 is welded at the lower part of the top plate 6; the upper ends of the first vertical steel plate 10 and the second vertical steel plate 11 are respectively fixed with three upper pin heads 8 at equal intervals, and the lower ends of the first vertical steel plate and the second vertical steel plate are respectively fixed with two lower pin heads 9; two groups of hole digging and hinging steel sheets 15 are respectively fixed at the two ends of the transverse steel plate 12; openings 16 are formed in the lower ends of the first vertical steel plate 10 and the second vertical steel plate 11 and the two ends of the transverse steel plate 12, arm ends of the torsion springs are inserted into the openings 16, and the torsion springs are twisted and deformed to consume part of earthquake energy when an earthquake occurs; the first vertical steel plate 10 and the second vertical steel plate 11 are hinged with the rotary hinge support 7 through six upper pin heads 8 so as to ensure that the connection between the main beam and the lower rotary member 2 is stable enough and the strength is large enough, and the transverse steel plate 12, the first vertical steel plate 10 and the second vertical steel plate 11 are hinged with the lower pin head 9 through hole digging hinge steel sheets 15; and a certain gap is reserved between the two ends of the transverse steel plate 12 and the lower ends of the first vertical steel plate 10 and the second vertical steel plate 11, so that the transverse steel plate 12 and the two vertical steel plates can rotate sufficiently.
Four groups of buffering energy dissipation devices 3 are arranged between the first vertical steel plate 10, the second vertical steel plate 11 and the transverse steel plate 12, each buffering energy dissipation device 3 comprises a steel spring 17, a limiting rod 18 and a rubber stop 19, one end of each steel spring 17 is connected to the transverse steel plate 12, the other end of each steel spring 17 is connected with the first vertical steel plate 10 and the second vertical steel plate 11, and the force generated by rotation of the rotating component is effectively buffered by means of elastic deformation; the limiting rod 18 is welded on the upper part of the transverse steel plate 12, and has a certain distance from the vertical steel plates at two sides, so that the effect of limiting the rotating distance and the deformation distance of the steel spring can be achieved; the rubber stopper 19 is arranged at the top end of the limiting rod 18, and can prevent the rotating component from being damaged due to collision with the limiting rod.
The steel baffle plate 4 comprises a steel baffle plate bottom plate 20, steel baffle plate side plates 21 and a steel baffle plate web plate 22. The steel baffle bottom plate 20 is fixedly mounted on a steel corbel top plate 24 through a plurality of steel baffle bolts 23, the vertical fixing of steel baffle curb plate 21 is in 20 upper surface edges of steel baffle bottom plate 20 with be provided with a steel baffle web 22 between the steel baffle curb plate 21, just steel baffle web 22 longitudinal section is triangle-shaped.
The collision rubber 5 is arranged outside the first vertical steel plate 10 and the second vertical steel plate 11, the longitudinal section of the collision rubber 5 is in an arc shape so as to meet the requirement of non-uniform collision with the steel baffle plate 4 in each direction, and the material used by the collision rubber 5 is a rubber material with good collision buffering performance, so that the energy input by earthquake can be efficiently buffered and consumed.
Preferably, the steel spring 17 and the torsion spring are made of spring steel with optimal quality, and the spring steel has the advantages of low frequency and large damping, and can efficiently resist the force of the earthquake action and consume the energy input by the earthquake.
The working principle is as follows: when an earthquake occurs, the energy input by the earthquake is transmitted upwards to the main beam 30 through the bridge pier 29, so that the main beam 30 and the bridge pier 29 of the bridge generate relative displacement along the bridge direction, and when the relative displacement exceeds the distance between the steel baffle 4 and the collision rubber 5, the steel baffle 4 collides with the collision rubber 5 to deform the collision rubber 5, so that a part of the energy input by the earthquake is consumed; when the relative displacement continues to occur, the rotating member 2 rotates, the two vertical steel plates and the transverse steel plate 12 rotate relatively, the buffering energy consumption device 3 is driven to generate elastic deformation, a part of earthquake energy can be buffered and consumed, and meanwhile, the torsion spring generates torsional deformation in the rotating process of the rotating member 2, so that the rotating action can be effectively resisted, and a part of earthquake energy is converted into elastic potential energy; after the earthquake is finished, the buffering energy consumption device 3, the torsion spring and the collision rubber 5 have certain resetting capability, and the stop block can be reset to the original form through slow recovery to continue working, so that the earthquake-resistant energy consumption device is practical.
The foregoing is considered as illustrative and exemplary embodiments of the present invention, and it is understood that various changes, modifications, substitutions and improvements may be made therein without departing from the spirit and scope of the invention as defined by the appended claims and their equivalents.
Claims (6)
1. The utility model provides a follow bridge and rotate buffering power consumption type bridge antidetonation dog which characterized in that: including steel corbel (1), rotating member (2), buffering power consumption device (3), steel bezel (4) and collision rubber (5), steel corbel (1) is fixed in pier (29) lateral wall top through steel corbel bolt (28), rotating member (2) is through rotating hinged-support (7) fixed mounting in the bottom of girder (30), buffering power consumption device (3) fixed connection is in the inside both sides of rotating member (2), steel bezel (4) is through steel bezel bolt (23) fixed mounting at steel corbel (1) top, steel bezel (4) is located rotating member (2) both sides, collision rubber (5) fixed connection is in the outside both sides of rotating member (2).
2. The anti-seismic stop block for the buffering and energy dissipation type bridge capable of rotating along the bridge direction according to claim 1, wherein: the steel corbel (1) comprises a steel corbel top plate (24), a steel corbel side plate (25), a steel corbel web plate (26) and a steel corbel bottom plate (27); steel corbel curb plate (25) are through a plurality of steel corbel bolt (28) fixed connection at pier (29) lateral wall, steel corbel curb plate (25) one side is located to steel corbel roof (24) and steel corbel bottom plate (27) level, and vertical steel corbel web (26) that sets up two parallels between the two, steel corbel web (26) are connected in steel corbel curb plate (25) one side.
3. The anti-seismic stop block for the buffering and energy dissipation type bridge capable of rotating along the bridge direction according to claim 1, wherein: the rotating component (2) comprises a top plate (6), a rotating hinged support (7), a first vertical steel plate (10), a second vertical steel plate (11), a transverse steel plate (12) and a torsion spring; the top plate (6) is fixedly arranged at the lower part of the main beam (30) through a top plate bolt (14), and the rotary hinged support (7) is welded at the lower part of the top plate (6); the upper ends of the first vertical steel plate (10) and the second vertical steel plate (11) are respectively fixed with three upper pin heads (8) at equal intervals, and the lower ends of the first vertical steel plate and the second vertical steel plate are respectively fixed with two lower pin heads (9); two groups of hole digging and hinging steel sheets (15) are respectively fixed at the two ends of the transverse steel plate (12); openings (16) are formed in the lower ends of the first vertical steel plate (10) and the second vertical steel plate (11) and the two ends of the transverse steel plate (12), and the arm end of the torsion spring is inserted into the openings (16); the first vertical steel plate (10) and the second vertical steel plate (11) are hinged with the rotary hinged support (7) through upper pin heads (8), and the transverse steel plate (12), the first vertical steel plate (10) and the second vertical steel plate (11) are hinged with the lower pin heads (9) through hole digging hinge steel sheets (15); and a certain gap is reserved between the two ends of the transverse steel plate (12) and the lower ends of the first vertical steel plate (10) and the second vertical steel plate (11) for facilitating rotation.
4. The anti-seismic stop block for the buffering and energy dissipation type bridge capable of rotating along the bridge direction according to claim 3, wherein: four groups of buffering energy dissipation devices (3) are arranged between a first vertical steel plate (10) and a second vertical steel plate (11) and a transverse steel plate (12), each buffering energy dissipation device (3) comprises a steel spring (17), a limiting rod (18) and a rubber stop block (19), one end of each steel spring (17) is connected to the transverse steel plate (12), the other end of each steel spring is connected to the middle of the inner wall of the first vertical steel plate (10) and the inner wall of the second vertical steel plate (11), the limiting rods (18) are sleeved in the steel springs (17), the bottom ends of the limiting rods are welded to the upper portions of the transverse steel plates (12), and the rubber stop blocks (19) are arranged on the top ends of the limiting rods (18).
5. The anti-seismic stop block for the buffering and energy dissipation type bridge capable of rotating along the bridge direction according to claim 1, wherein: steel baffle (4) include steel baffle bottom plate (20), steel baffle curb plate (21) and steel baffle web (22), steel baffle bottom plate (20) are through a plurality of steel baffle bolts (23) fixed mounting on steel corbel roof (24), steel baffle curb plate (21) are vertical to be fixed in steel baffle bottom plate (20) upper surface edge steel baffle bottom plate (20) with be provided with a steel baffle web (22) between steel baffle curb plate (21), just steel baffle web (22) longitudinal section is triangle-shaped.
6. The anti-seismic stop block for the buffering and energy dissipation type bridge capable of rotating along the bridge direction according to claim 1, wherein: the collision rubber (5) is arranged on the outer side wall of the first vertical steel plate (10) and the second vertical steel plate (11), the longitudinal section of the collision rubber (5) is in the shape of an arc, and the used material of the collision rubber (5) is a rubber material with better collision buffering performance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021291800.0U CN212505816U (en) | 2020-07-06 | 2020-07-06 | A kind of anti-seismic stop block of bridge rotating buffer energy-consuming type along the bridge direction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021291800.0U CN212505816U (en) | 2020-07-06 | 2020-07-06 | A kind of anti-seismic stop block of bridge rotating buffer energy-consuming type along the bridge direction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212505816U true CN212505816U (en) | 2021-02-09 |
Family
ID=74433210
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021291800.0U Expired - Fee Related CN212505816U (en) | 2020-07-06 | 2020-07-06 | A kind of anti-seismic stop block of bridge rotating buffer energy-consuming type along the bridge direction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212505816U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827086A (en) * | 2020-07-06 | 2020-10-27 | 南昌大学 | A kind of anti-seismic stop block of bridge rotating buffer energy-consuming type along the bridge direction |
-
2020
- 2020-07-06 CN CN202021291800.0U patent/CN212505816U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111827086A (en) * | 2020-07-06 | 2020-10-27 | 南昌大学 | A kind of anti-seismic stop block of bridge rotating buffer energy-consuming type along the bridge direction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111827086A (en) | A kind of anti-seismic stop block of bridge rotating buffer energy-consuming type along the bridge direction | |
| CN111287071B (en) | A multi-directional buffering, limiting, energy-dissipating, resettable bridge seismic stopper structure | |
| CN111364348B (en) | A multi-damping buffer energy-absorbing bridge seismic stopper structure | |
| CN107988893A (en) | The anti-fall girder construction of ball buffering energy-absorbing Antivibration block is leaned in a kind of direction across bridge taper | |
| CN212505816U (en) | A kind of anti-seismic stop block of bridge rotating buffer energy-consuming type along the bridge direction | |
| CN111287344A (en) | Shock-absorbing and collapse-preventing combined structure | |
| CN207700034U (en) | A kind of direction across bridge taper leans on the anti-fall girder construction of ball buffering energy-absorbing Antivibration block | |
| CN108978446A (en) | A kind of Self-resetting energy-dissipation structure suitable for bridge | |
| CN111424536A (en) | Collision rotation buffering energy-consumption type bridge anti-seismic stop block structure | |
| CN111424538A (en) | A self-resetting buffer energy-consuming bridge shock-absorbing bearing | |
| CN113265939B (en) | Multi-friction damping energy dissipation reset anti-seismic stop block structure | |
| CN215164549U (en) | A collision-sliding energy-dissipating bridge anti-seismic block structure with steel springs | |
| CN207619819U (en) | A kind of shock-damping structure for packaged type bridges | |
| CN212801180U (en) | Energy-consumption buffering type spacing bridge anti-seismic stop block structure with steel springs | |
| CN114775410A (en) | Limiting self-resetting railway swinging hollow pier with built-in corrugated web damper | |
| CN217733721U (en) | Multi-friction damping energy dissipation reset anti-seismic stop block structure | |
| CN212801184U (en) | Collision rotation buffering energy-consumption type bridge anti-seismic stop block structure | |
| CN212375690U (en) | A Multiple Damping, Buffering, and Energy-consuming Bridge Seismic Block Structure | |
| CN111719469A (en) | A highway central anti-collision isolation guardrail device | |
| CN214301221U (en) | A rocking buffer energy-consuming bridge anti-seismic block structure | |
| CN212375704U (en) | A self-resetting buffer energy-consuming bridge shock-absorbing bearing | |
| CN212375694U (en) | A friction and spring combined energy dissipation bridge anti-seismic block structure | |
| CN216615454U (en) | Sliding damping shock absorption limiting device suitable for bridge | |
| CN212270639U (en) | A multi-directional buffer limit energy dissipation resettable bridge seismic block structure | |
| CN213836344U (en) | Municipal bridge engineering reinforcing apparatus |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20210209 Termination date: 20210706 |