CN209039961U - Multi-direction antidetonation limiting device and stub bridge earthquake resistance structure - Google Patents
Multi-direction antidetonation limiting device and stub bridge earthquake resistance structure Download PDFInfo
- Publication number
- CN209039961U CN209039961U CN201821881693.XU CN201821881693U CN209039961U CN 209039961 U CN209039961 U CN 209039961U CN 201821881693 U CN201821881693 U CN 201821881693U CN 209039961 U CN209039961 U CN 209039961U
- Authority
- CN
- China
- Prior art keywords
- hydraulic damping
- stub
- anchor ear
- damping device
- limiting device
- 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
Abstract
The utility model discloses multi-direction antidetonation limiting device and stub bridge earthquake resistance structures, wherein multi-direction limiting shock resistant device and stub include including horizontally disposed anchor ear device, two outer end of left and right of anchor ear device periphery has set up hydraulic damping device outward, hydraulic damping device one end is connected by universal connection structure with anchor ear device, and the other end of hydraulic damping device is connected by universal connection structure and horizontally disposed anchoring upper plate.Which solves hydraulic dampers in the prior art to be unidirectionally mounted in bridge, only the determination of orientable limit.Make the stress of two force sides of hydraulic damping device hydraulic damping device in the case where bridge practical generation displacement consistent with the direction of the displacement actually occurred by universal connection structure, multidirectional limit is achieved.And it avoids generating internal stress by hydraulic damping device.The invention also discloses the stub bridge earthquake resistance structures based on above-mentioned apparatus.
Description
Technical field
The utility model relates to bridges in highway engineering field more particularly to multi-direction antidetonation limiting device and stub bridge are anti-
Shake structure.
Background technique
Currently, overwhelming majority in-service medium and small bridges (especially continuous curved box girder bridges) in China's act in various power
(such as: earthquake, car and boat collision) under certain vertically and horizontally displacement can occur, in addition some Static behaviors (such as: expansion joint card
Extremely, temperature action, bias of quiet dynamic load etc.) under can also generate the displacement of any direction, and gradually add up at any time.These occur
The bridge of beam body deviation has seriously threatened the safety of road operation, is highly desirable that it is targetedly repaired and added
Consolidate and carry out the research and development of relevant device, tackle the problem at its root.
For the research of the damping device of bridge earthquake resistance limit, there are four types of the methods that the country usually uses at present: (1) using
The method of damp type support progress displacement constraint.The shortcomings that this method, is that initial stage binding effect is preferable, but subsequent stages
Section is such as replaced not in time since the problems such as corrosion of support itself, deformation, failure causes constraint to be failed, may be to the peace of bridge
It entirely uses and causes a hidden trouble, and the replacement of support construction is pretty troublesome.(2) rigid or semi-rigid (be provided with bullet in the setting of beam body two sides
Property padding) baffle anti-bias limit method.This method be mainly the bar planting in beam bottom or bent cap, by bar planting be arranged rigidity or
Semi-rigid baffle, the blocking by force by baffle prevent beam body from shifting.The above method is primarily present following unfavorable factor: its
One, limit method is excessively strong, belongs to the limit for stopping formula by force, this not only may cause biggish beam body internal stress, may be used also
It can cause the damage of beam body bottom, pier top or bent cap top；Second, this mode spacing equipment intensity is lower, generally it is only applicable to
Earthquake motion peak acceleration (Ag≤0.15g) area.(3) it is set in the vertical or horizontal installation of beam body with the elastic spacing of spring
It is standby.Though this method improves the shortcomings that pressure limit, has certain flexibility, the spring not restored after compression can tied
The internal force that can not be discharged is formed in structure, this internal force is a security risk always, threatens the safety of beam body or pier stud, and mesh
The equipment of preceding research and development can only realize the limit in a direction, cannot achieve any direction limit.(4) it is installed in beam body a direction
Viscous damper is oriented, although this method can discharge internal force after limit, orientation limit is still only used for, can not achieve and appoint
It anticipates direction, once there are other directions or unoriented displacement (such as torsional displacement), equipment are easy to destroy.
Therefore the constraint that can be better achieved to bridge beam body any direction how is designed, and restraint stress can be discharged,
The multi-direction antidetonation limiting device and stub bridge earthquake resistance structure of security risk are reduced, becoming has considered solve the problems, such as.
Summary of the invention
The technical problem to be solved by the present invention is to: how to provide and used for stub structural bridge, and is simple, just
In construction and installation, servo-actuated limit multi-direction to bridge beam body can be realized well, and can discharge restraint stress, improve antidetonation
Performance is installed on multi-direction antidetonation limiting device and stub bridge earthquake resistance structure on bent cap.
In order to solve the above-mentioned technical problem, the utility model uses the following technical solution.
Two outer end of left and right of multi-direction antidetonation limiting device, including horizontally disposed anchor ear device, anchor ear device periphery is equal
Hydraulic damping device has been set up outward, and hydraulic damping device one end is connected by universal connection structure with anchor ear device, liquid
The other end of damping unit is pressed to be connected by universal connection structure and horizontally disposed anchoring upper plate.
In this way, the device is used for stub pontic.Which solves hydraulic dampers in the prior art unidirectionally to install
In bridge, the only determination of orientable limit.Make two force sides of hydraulic damping device in bridge by universal connection structure
The stress of hydraulic damping device is consistent with the direction of the displacement actually occurred in the case where practical generation displacement, is achieved multidirectional
Limit.Wherein hydraulic damping device can be hydraulic damper, consumes energy by viscosity, discharges internal force, realize displacement
Constraint, therefore equipment both can preferably realize the displacement constraint to bridge beam body any direction, discharge restraint stress, and can have
The generation that effect prevents any direction to be displaced, will minimize the injury of lower part bridge pier during limit.Wherein anchor upper plate
It is preferred that using straight carbon steel rimmed steel sheet/GB3274-88 proof strength of 10mm thickness.
Preferably, two hydraulic damping devices are arranged about the axisymmetrical of anchor ear device.
In this way, the mode of being symmetrical arranged can make stress more preferably be transmitted on bridge pier, and facilitate installation.
Preferably, being provided with multiple the second vertical bolt connecting holes, multiple second bolts on the anchoring upper plate
Connecting hole is spaced apart along four sides of same rectangle.
In this way, can be connected by bolt and the device being anchored in beam body in advance when specific connection, above-mentioned specific distribution side
Connected effect can be improved in formula.
Preferably, the hydraulic damping device includes columnar cylinder body, it further include the work being slidably matched with inboard wall of cylinder block
Plug, piston are connected with the piston rod along the setting of cylinder body axis, and piston rod both ends are slidably pierced by cylinder both ends for closed cylinder body
The end socket of setting offers oilhole on the piston along the axial cylinder, is filled with viscous liquid in cylinder body, one end of cylinder body it is outer
Lateral edge cylinder length direction interval and the mounting plate for being fixed with face cylinder body, one end of piston rod are pierced by end socket and mounting plate interval
It is arranged, is provided with tension-compression sensor and/or displacement sensor between one end and mounting plate of mounting plate in piston rod.
In this way, moving energy consumption between viscous liquid by piston, realizing position-limiting action and internal stress after limit being avoided to make
With tension-compression sensor facilitates the detection for realizing power, realizes early warning alarm.
Preferably, the viscous liquid is compressible silicone oil.
In this way, being conveniently replaceable maintenance convenient for obtaining.
Preferably, including the first connecting ball head for being connected to piston rod end；Anchor ear device is provided with outward on periphery
Support, is provided with the first connection ball cover on support, and the first connecting ball head, which with first connect ball cover cooperation and constitutes oscillating bearing, to be realized
Universal connection.
In this way, oscillating bearing can bear biggish power, and install easy to connect.The bulb of first connection, which can be, to be passed through
The end that screw thread is screwed in hydraulic damping device facilitates installation and replacement.
Preferably, including the second connection ball cover being arranged outward along mounting plate；Anchoring upper plate is provided with vertically downwards
Connecting rod, connecting rod lower end are provided with the second connecting ball head, and the second connecting ball head connect ball cover cooperation with second and constitutes joint
Bearing realizes universal connection.
In this way, another universal connection structure disclosed above, the more convenient realization of the set-up mode of flexural pivot is to the direction of motion
Tracking, it is ensured that Impact direction is consistent with direction of displacement.
Stub bridge earthquake resistance structure, the beam body being arranged on stub and stub, multi-direction antidetonation limiting device pass through anchor ear
Device is arranged on stub, and the anchoring upper plate and beam body bottom surface at left and right sides of anchor ear device are connected.
In this way, above-mentioned give specific bridge earthquake resistance structure, tied by the specific installation of multi-direction antidetonation limiting device
Conjunction mode plays the role of the limiting shock resistant to beam body.Multi-direction limit and consumption energy are realized by hydraulic damping device, are avoided
Generate internal stress.
Preferably, anchoring upper plate is connected by chemical bolt and beam body.
In this way, mount stress will not be generated using chemical bolt anchoring, anchoring strength and reliability are improved, and both facilitate
Setting can also be arranged in later maintenance when bridge construction.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of multi-direction antidetonation limiting device disclosed in the utility model embodiment；
Fig. 2 is the structural schematic diagram of hydraulic damping device in Fig. 1；
Fig. 3 is bridge earthquake resistance structural schematic diagram disclosed by the utility model.
Wherein, 1 is anchor ear device, 2 is anchoring upper plate, 3 is hydraulic damping device, 4 is cylinder body, 5 is piston, 6 is living
Stopper rod, 7 be end socket, 8 be oilhole, 9 be viscous liquid, 10 be installation set, 11 be tension-compression sensor, 12 be the first connecting ball head,
13 be the second connecting ball head, 14 be support, 15 be beam body, 16 be stub, 17 be multi-direction antidetonation limiting device.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.
It please refers to Fig.1 to Fig.3, Fig. 1 is that the structure of multi-direction antidetonation limiting device disclosed in the utility model embodiment is shown
It is intended to, Fig. 2 is the structural schematic diagram of hydraulic damping device in Fig. 1, and Fig. 3 is bridge earthquake resistance structural representation disclosed by the utility model
Figure.
The utility model embodiment part provides multi-direction antidetonation limiting device 17, including horizontally disposed anchor ear device
1, two outer end of left and right of 1 periphery of anchor ear device has set up hydraulic damping device 3 outward, and 3 one end of hydraulic damping device is logical
It crosses universal connection structure to be connected with anchor ear device 1, the other end of hydraulic damping device 3 by universal connection structure and is horizontally disposed with
Anchoring upper plate 2 be connected.
In this way, the device is used for 16 pontic of stub.Which solves hydraulic dampers in the prior art unidirectionally to pacify
In bridge, the only determination of orientable limit.Make two force sides of hydraulic damping device 3 in bridge by universal connection structure
The stress of hydraulic damping device 3 is consistent with the direction of the displacement actually occurred in the case where the practical generation displacement of beam, is achieved
Multidirectional limit.Wherein hydraulic damping device 3 can be hydraulic damper, consumes energy by viscosity, discharges internal force, realizes position
The constraint of shifting, therefore equipment both can preferably realize the displacement constraint to 15 any direction of bridge beam body, discharge restraint stress, again
The generation that any direction displacement can be effectively prevented, will minimize the injury of lower part bridge pier during limit.Wherein anchor
Upper plate 2 preferably uses straight carbon steel rimmed steel sheet/GB3274-88 proof strength of 10mm thickness.
In the present embodiment, two hydraulic damping devices 3 are arranged about the axisymmetrical of anchor ear device 1.
In this way, the mode of being symmetrical arranged can make stress more preferably be transmitted on bridge pier, and facilitate installation.
In the present embodiment, described anchor is provided with multiple the second vertical bolt connecting holes on upper plate 2, and multiple second
Bolt connecting hole is spaced apart along four sides of same rectangle.
In this way, can be connected by bolt and the device being anchored in beam body 15 in advance when specific connection, above-mentioned specific distribution
Connected effect can be improved in mode.
In the present embodiment, the hydraulic damping device 3 includes columnar cylinder body 4, further includes matching with the sliding of 4 inner wall of cylinder body
The piston 5 of conjunction, piston 5 are connected with the piston rod 6 along the setting of 4 axis of cylinder body, and 6 both ends of piston rod are slidably pierced by cylinder both ends use
In axially offering oilhole 8 along cylinder body 4 on the end socket 7 of closed cylinder body 4 setting, the piston 5, viscous liquid is filled in cylinder body 4
Body 9, the 4 length direction interval of outer lateral edge cylinder body of one end of cylinder body 4 and the mounting plate for being fixed with face cylinder body 4, the one of piston rod 6
End is pierced by end socket 7 and mounting plate interval is arranged, and is provided with tension and compression biography in piston rod 6 between one end and mounting plate of mounting plate
Sensor 11 and/or displacement sensor.
In this way, moving energy consumption between viscous liquid 9 by piston 5, realizing position-limiting action and avoiding internal stress after limit
Effect, tension-compression sensor 11 facilitate the detection for realizing power, realize early warning alarm.
In the present embodiment, the viscous liquid 9 is compressible silicone oil.
In this way, being conveniently replaceable maintenance convenient for obtaining.
In the present embodiment, including being connected to the first connecting ball head 12 of 6 end of piston rod；On 1 periphery of anchor ear device to
It is provided with support 14 outside, the first connection ball cover is provided on support 14, the first connecting ball head 12 connect ball cover cooperation structure with first
Universal connection is realized at oscillating bearing.
In this way, oscillating bearing can bear biggish power, and install easy to connect.The bulb of first connection, which can be, to be passed through
The end that screw thread is screwed in hydraulic damping device 3 facilitates installation and replacement.
In the present embodiment, the second connection ball cover including being arranged outward along mounting plate；Anchoring upper plate 2 is set vertically downwards
It is equipped with connecting rod, connecting rod lower end is provided with the second connecting ball head 13, and the second connecting ball head 13 connect ball cover cooperation with second
It constitutes oscillating bearing and realizes universal connection.
In this way, another universal connection structure disclosed above, the more convenient realization of the set-up mode of flexural pivot is to the direction of motion
Tracking, it is ensured that Impact direction is consistent with direction of displacement.
16 bridge earthquake resistance structure of stub, the beam body 15 being arranged on stub 16 and stub 16, multi-direction antidetonation limiting device
17 are arranged on stub 16 by anchor ear device 1, solid positioned at the anchoring upper plate 2 of 1 left and right sides of anchor ear device and 15 bottom surface of beam body
Even.
In this way, above-mentioned give specific bridge earthquake resistance structure, pass through the specific installation of multi-direction antidetonation limiting device 17
Combination plays the role of the limiting shock resistant to beam body 15.Multi-direction limit and consumption energy are realized by hydraulic damping device 3
Amount avoids generating internal stress.
In the present embodiment, anchoring upper plate 2 is connected by chemical bolt and beam body 15.
In this way, mount stress will not be generated using chemical bolt anchoring, anchoring strength and reliability are improved, and both facilitate
Setting can also be arranged in later maintenance when bridge construction.
In the present embodiment, mounting plate is the bottom plate of the concave installation set 10 in section, and installation set 10 is coaxially set with cylinder body 4
It sets, one end of 10 open end cylinder body 4 of installation set, which is connected, to be arranged.
In this way, cylinder body 4 and the forging of installation set 10 are integrally formed, structural strength is more preferable, also conveniently plays to sensing therein
Device plays a protective role.
Claims (9)
1. multi-direction antidetonation limiting device, feature are being, including horizontally disposed anchor ear device, a left side for anchor ear device periphery
Right two outer ends have set up hydraulic damping device outward, and hydraulic damping device one end is filled by universal connection structure and anchor ear
Set connected, the other end of hydraulic damping device is connected by universal connection structure and horizontally disposed anchoring upper plate.
2. multi-direction antidetonation limiting device as described in claim 1, feature are being, two hydraulic damping devices are about embracing
Bind round the axisymmetrical setting of device.
3. multi-direction antidetonation limiting device as described in claim 1, which is characterized in that be provided on the anchoring upper plate more
A the second vertical bolt connecting hole, multiple second bolt connecting holes are spaced apart along four sides of same rectangle.
4. multi-direction antidetonation limiting device as described in claim 1, which is characterized in that the hydraulic damping device includes column
Cylinder body, further include the piston being slidably matched with inboard wall of cylinder block, piston is connected with the piston rod along the setting of cylinder body axis, piston rod
Both ends are slidably pierced by end socket of the cylinder both ends for the setting of closed cylinder body, offer oilhole along the axial cylinder on the piston,
Viscous liquid, the outer lateral edge cylinder length direction interval of one end of cylinder body and the installation for being fixed with face cylinder body are filled in cylinder body
Plate, one end of piston rod is pierced by end socket and mounting plate interval is arranged, in piston rod between one end and mounting plate of mounting plate
It is provided with tension-compression sensor and/or displacement sensor.
5. multi-direction antidetonation limiting device as claimed in claim 4, which is characterized in that the viscous liquid is compressible silicon
Oil.
6. multi-direction antidetonation limiting device as claimed in claim 5, which is characterized in that the including being connected to piston rod end
One connecting ball head；Support is provided on anchor ear device periphery outward, the first connection ball cover, the first connecting ball head are provided on support
Ball cover cooperation, which is connect, with first constitutes the universal connection of oscillating bearing realization.
7. multi-direction antidetonation limiting device as claimed in claim 5, which is characterized in that including be arranged outward along mounting plate the
Two connection ball covers；Anchoring upper plate is provided with connecting rod vertically downwards, and connecting rod lower end is provided with the second connecting ball head, and second
Connecting ball head connect ball cover cooperation with second and constitutes the universal connection of oscillating bearing realization.
8. stub bridge earthquake resistance structure, including the described in any item multi-direction antidetonation limiting devices of claim 1-7, stub and
The beam body being arranged on stub, which is characterized in that multi-direction antidetonation limiting device is arranged on stub by anchor ear device, is located at anchor ear
Anchoring upper plate and beam body bottom surface at left and right sides of device are connected.
9. stub bridge earthquake resistance structure as claimed in claim 8, which is characterized in that anchoring upper plate passes through chemical bolt and beam
Body is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821881693.XU CN209039961U (en) | 2018-11-15 | 2018-11-15 | Multi-direction antidetonation limiting device and stub bridge earthquake resistance structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821881693.XU CN209039961U (en) | 2018-11-15 | 2018-11-15 | Multi-direction antidetonation limiting device and stub bridge earthquake resistance structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209039961U true CN209039961U (en) | 2019-06-28 |
Family
ID=67042309
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821881693.XU Expired - Fee Related CN209039961U (en) | 2018-11-15 | 2018-11-15 | Multi-direction antidetonation limiting device and stub bridge earthquake resistance structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209039961U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110184902A (en) * | 2019-07-10 | 2019-08-30 | 重庆三峡学院 | A kind of bridge structure composite anti-collision hits energy-consumption shock-absorption device |
| CN111996925A (en) * | 2020-08-18 | 2020-11-27 | 赵德新 | Bridge reinforcing system capable of reducing bridge deck vibration |
| CN112195754A (en) * | 2020-09-25 | 2021-01-08 | 陈松 | Anti-collision connecting device for bridge |
| CN114657866A (en) * | 2022-03-29 | 2022-06-24 | 西安建筑科技大学 | Multi-directional vibration and vibration double-control device suitable for steel box girder bridge |
-
2018
- 2018-11-15 CN CN201821881693.XU patent/CN209039961U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110184902A (en) * | 2019-07-10 | 2019-08-30 | 重庆三峡学院 | A kind of bridge structure composite anti-collision hits energy-consumption shock-absorption device |
| CN110184902B (en) * | 2019-07-10 | 2023-12-22 | 重庆三峡学院 | Combined type anti-collision energy-consumption damping device for bridge structure |
| CN111996925A (en) * | 2020-08-18 | 2020-11-27 | 赵德新 | Bridge reinforcing system capable of reducing bridge deck vibration |
| CN112195754A (en) * | 2020-09-25 | 2021-01-08 | 陈松 | Anti-collision connecting device for bridge |
| CN114657866A (en) * | 2022-03-29 | 2022-06-24 | 西安建筑科技大学 | Multi-directional vibration and vibration double-control device suitable for steel box girder bridge |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209039961U (en) | Multi-direction antidetonation limiting device and stub bridge earthquake resistance structure | |
| CN209039962U (en) | A kind of multi-direction antidetonation limiting device and bridge earthquake resistance structure | |
| CN102720124B (en) | Fluid viscous damper with working switch | |
| CN201050121Y (en) | Multidimensional hyperelastic shape memory alloy damper | |
| CN103255704A (en) | Steel damper anti-collision and anti-girder-dropping device | |
| CN208795205U (en) | A kind of bridge displacement early warning system | |
| CN208997250U (en) | A kind of hydraulic damping device | |
| CN105735115B (en) | Connecting shock absorption device for continuous girder bridge zone control | |
| KR20010000649A (en) | Apparatus for preveting separating super structure from continous steel box bridge and construction work method there of | |
| CN105672117B (en) | Steel damping shock proof device | |
| CN201027352Y (en) | Self-reset hyperelastic shape memory alloy deoscillator | |
| CN212375703U (en) | Bridge anti-seismic damper structure with rotational friction energy consumption | |
| CN116446266A (en) | Beam falling prevention damping device and beam falling prevention damping system | |
| CN106835952B (en) | A kind of combined anti-seismic system and combined anti-seismic bridge | |
| CN203383136U (en) | Earthquake-resistant limit device combined by high-damping rubber block and lead dot and used for bridge | |
| CN103743586A (en) | Large-scale structure testing machine provided with damping device | |
| CN206843937U (en) | A kind of combined anti-seismic system and combined anti-seismic bridge | |
| CN109750594A (en) | The compound multi-direction wind resistance antidetonation damper of Loads of Long-span Bridges and its working method | |
| CN113818338B (en) | Bridge, horizontal bidirectional vibration damping/vibrating support thereof and vibration damping/vibrating method | |
| CN202755295U (en) | Liquid viscous damper with operating switch | |
| CN210368591U (en) | Viscous damping device for counteracting bridge micro-amplitude vibration response | |
| CN212426693U (en) | Bridge multi-direction anti-seismic device based on bent cap and bridge anti-seismic structure | |
| CN203782546U (en) | Hollow self-damping device with high pier | |
| CN209989690U (en) | Large-span bridge composite type multi-direction wind-resistant anti-seismic shock absorber | |
| CN208586506U (en) | A kind of bridge beam body anti-deviation device |
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: 20190628 Termination date: 20191115 |