CN205474809U - Shock -absorbing structure of bridge - Google Patents

Shock -absorbing structure of bridge Download PDF

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Publication number
CN205474809U
CN205474809U CN201620228667.1U CN201620228667U CN205474809U CN 205474809 U CN205474809 U CN 205474809U CN 201620228667 U CN201620228667 U CN 201620228667U CN 205474809 U CN205474809 U CN 205474809U
Authority
CN
China
Prior art keywords
plate
bulb
pontic
bridge
shock
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
Application number
CN201620228667.1U
Other languages
Chinese (zh)
Inventor
杨发军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Qinghai Haixi Highway Bridge Engineering Co ltd
Original Assignee
Qinghai Haixi Highway And Bridge Engineering Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Qinghai Haixi Highway And Bridge Engineering Co ltd filed Critical Qinghai Haixi Highway And Bridge Engineering Co ltd
Priority to CN201620228667.1U priority Critical patent/CN205474809U/en
Application granted granted Critical
Publication of CN205474809U publication Critical patent/CN205474809U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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  • Vibration Prevention Devices (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The utility model discloses a shock -absorbing structure of bridge, including the pontic, the pontic below is equipped with prevents parallel oscillation device, prevent parallel oscillation device below be equipped with prevent about oscillation device, prevent that parallel oscillation device includes the friction plate, go up the friction plate and be connected with the rubber body that rubber is internal to be equipped with a plurality of steel sheets, the rubber body coupling has lower friction plate, oscillation device includes an upper fixed plate about preventing, an upper fixed plate is connected with a plurality of connecting rods, and the connecting rod other end is connected with the bottom plate, is equipped with damping spring on the connecting rod, still be equipped with a plurality of supporting beam between an upper fixed plate and the bottom plate. The utility model discloses a prevent parallel oscillation device prevent earthquake process in the parallel wave, the rubber body plays the effect of anti parallel resistance, oscillation device passes through the cooperation in damping spring and bulb ball groove about preventing, shakes the influence to the pontic about preventing among the earthquake process, reduces the destruction degree to the pontic, reduces the loss.

Description

A kind of shock-damping structure of bridge
Technical field
This utility model relates to bridge structure technical field, specifically, relates to the damping knot of a kind of bridge Structure.
Background technology
Bridge Seismic structure, passes to the pontic on earth's surface after buffering by the shaking force at the bottom of ground, reduces earthquake The shaking force damage to pontic, how to invent a kind of bridge structure, it is ensured that crossstructure is under load action Meet the multifarious deformation requirements of ground.The most general bridge pad mainly have steel construction shock-damping structure, Polytetrafluoroethylene bearing (sliding support), rubber shock-absorbing structure, coagulation shock-damping structure and lead shock-damping structure etc.. The shock-damping structure function admirable of rubber shock-absorbing structure material more several than other, but existing rubber shock-absorbing structure is led to Often can only realize horizontal damping, damping effect is limited so that rubber shock-absorbing device making on bridge Use and come with some shortcomings, the shock-damping structure requirement of some specific uses now can not be met simultaneously.
How bridge structure, under severe earthquake action, produces bigger relative displacement between upper and lower part constructs, works as position When shifting amount exceedes actual restrainer length or the limit of bridge, will fall beam, causes the interruption of traffic, Bring extreme difficulties to disaster relief work, cause huge loss.Existing anti-fall girder apparatus mostly be individually designed, Installing, the cost that bridge consumptive material is many, transport is installed is high.
Utility model content
The technical problem to be solved in the present invention is to develop a kind of concussion being both possible to prevent pontic parallel direction, again It is possible to prevent the pontic that pontic shakes up and down.
For solving the problems referred to above, this utility model be the technical scheme is that the shock-damping structure of a kind of bridge, Including pontic, it is provided with anti-parallel rocking equipment below described pontic, is provided with below described anti-parallel rocking equipment Anti-upper and lower rocking equipment;
Described anti-parallel rocking equipment includes friction plate, and upper friction plate connects rubber bodies, sets in rubber bodies Having some steel plates, rubber bodies connects lower friction plate;
Described anti-upper and lower rocking equipment includes upper mounted plate, and upper mounted plate connects some connecting rods, connecting rod another End connection has bottom plate, connecting rod to be provided with damping spring, also sets between fixed plate and bottom plate There are some support beams.
A kind of improvement as technique scheme: described connecting rod is respectively arranged at two ends with upper bulb and lower bulb, Fixed plate is provided with some upper bulb grooves, and the corresponding upper bulb groove of bottom plate is provided with some lower bulbs Groove, described upper bulb is arranged with upper bulb slot fit, and lower bulb is arranged with lower bulb slot fit.
A kind of improvement as technique scheme: described connecting rod is provided with four, and steel plate is provided with four pieces, supports Beam is provided with four.
A kind of improvement as technique scheme: be provided with dividing plate between described pontic and upper friction plate.
Owing to have employed technique scheme, compared with prior art, this utility model is by anti-parallel concussion Device prevents parallel in seismic process waving, and rubber bodies plays the effect of anti-parallel resistance, prevents shaking dress up and down Put coordinating by damping spring and bulb ball groove, prevent from seismic process shakes up and down the impact on pontic, Reduce the destructiveness to pontic, reduce loss.
The utility model is described in further detail with detailed description of the invention below in conjunction with the accompanying drawings.
Accompanying drawing explanation
Fig. 1 is the structural representation of the shock-damping structure of a kind of bridge of this utility model.
In figure: 1 dividing plate;Friction plate on 2;3 rubber bodies;4 steel plates;5 times friction plates;6— Upper mounted plate;7 connecting rods;8 damping springs;9 support beams;10 bottom plates;11 pontics;12 Upper bulb;13 times bulbs;Ball groove on 14;15 times ball grooves.
Detailed description of the invention
Embodiment:
As it is shown in figure 1, the shock-damping structure of a kind of bridge, including pontic 11, it is provided with anti-below described pontic 11 Parallel rocking equipment, is provided with anti-upper and lower rocking equipment below described anti-parallel rocking equipment;
Described anti-parallel rocking equipment includes friction plate 2, and upper friction plate 2 connects rubber bodies 3, rubber bodies Being provided with some steel plates 4 in 3, rubber bodies 3 connects lower friction plate 5;
Described anti-upper and lower rocking equipment includes upper mounted plate 6, and upper mounted plate 6 connects some connecting rods 7, connecting rod 7 other ends connect has bottom plate 10, connecting rod 7 to be provided with damping spring 8, and fixed plate 6 is solid with lower Determine between plate 10, to be additionally provided with some support beams 9.
Described connecting rod 7 is respectively arranged at two ends with bulb 12 and lower bulb 13, if fixed plate 6 is provided with Dry upper bulb groove 14, the corresponding upper bulb groove 14 of bottom plate 10 is provided with some lower bulb grooves 15, described on Bulb 12 is equipped with upper bulb groove 14, and lower bulb 13 is equipped with lower bulb groove 15.
Described connecting rod 7 is provided with four, and steel plate 4 is provided with four pieces, and support beam 9 is provided with four, described pontic 11 And it is provided with dividing plate 1 between upper friction plate 2.
Connecting rod 7 is connected with upper mounted plate 6, bottom plate 10 by upper bulb 12, lower bulb 13, prevents Fluctuation during concussion is irregular, easily snaps off connecting rod 7, causes bridge collapse.

Claims (4)

1. a shock-damping structure for bridge, including pontic (11), it is characterised in that: described pontic (11) Lower section is provided with anti-parallel rocking equipment, is provided with anti-upper and lower rocking equipment below described anti-parallel rocking equipment;
Described anti-parallel rocking equipment includes friction plate (2), and upper friction plate (2) connects rubber bodies (3), Being provided with some steel plates (4) in rubber bodies (3), rubber bodies (3) connects lower friction plate (5);
Described anti-upper and lower rocking equipment includes upper mounted plate (6), and upper mounted plate (6) connects some connecting rods (7), Connecting rod (7) other end connects has bottom plate (10), connecting rod (7) to be provided with damping spring (8), described Some support beams (9) it are additionally provided with between upper mounted plate (6) and bottom plate (10).
The shock-damping structure of a kind of bridge the most according to claim 1, it is characterised in that: described connecting rod (7) Being respectively arranged at two ends with bulb (12) and lower bulb (13), fixed plate (6) is provided with on some Bulb groove (14), the corresponding upper bulb groove (14) of bottom plate (10) is provided with some lower bulb grooves (15), Described upper bulb (12) is equipped with upper bulb groove (14), lower bulb (13) and lower bulb groove (15) It is equipped with.
The shock-damping structure of a kind of bridge the most according to claim 1, it is characterised in that: described connecting rod (7) Being provided with four, steel plate (4) is provided with four pieces, and support beam (9) is provided with four.
The shock-damping structure of a kind of bridge the most according to claim 1, it is characterised in that: described pontic (11) And it is provided with dividing plate (1) between upper friction plate (2).
CN201620228667.1U 2016-03-23 2016-03-23 Shock -absorbing structure of bridge Expired - Fee Related CN205474809U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620228667.1U CN205474809U (en) 2016-03-23 2016-03-23 Shock -absorbing structure of bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620228667.1U CN205474809U (en) 2016-03-23 2016-03-23 Shock -absorbing structure of bridge

Publications (1)

Publication Number Publication Date
CN205474809U true CN205474809U (en) 2016-08-17

Family

ID=56652300

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620228667.1U Expired - Fee Related CN205474809U (en) 2016-03-23 2016-03-23 Shock -absorbing structure of bridge

Country Status (1)

Country Link
CN (1) CN205474809U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108018774A (en) * 2017-12-27 2018-05-11 江苏万宝桥梁构件有限公司 The compound bridge pad of rubber that a kind of rocking arm is strengthened
CN109024299A (en) * 2017-05-20 2018-12-18 董英山 A kind of working method of bridge construction damping device
CN111411578A (en) * 2020-03-27 2020-07-14 赵付安 Bridge expansion joint anchoring device
CN113863127A (en) * 2021-09-17 2021-12-31 束龙 Bridge damping support

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109024299A (en) * 2017-05-20 2018-12-18 董英山 A kind of working method of bridge construction damping device
CN108018774A (en) * 2017-12-27 2018-05-11 江苏万宝桥梁构件有限公司 The compound bridge pad of rubber that a kind of rocking arm is strengthened
CN108018774B (en) * 2017-12-27 2023-10-20 江苏万宝桥梁构件有限公司 Rocker arm reinforced rubber composite bridge support
CN111411578A (en) * 2020-03-27 2020-07-14 赵付安 Bridge expansion joint anchoring device
CN113863127A (en) * 2021-09-17 2021-12-31 束龙 Bridge damping support

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP01 Change in the name or title of a patent holder
CP01 Change in the name or title of a patent holder

Address after: 817300 Qinghai Haixi Mongolian Tibetan Autonomous Prefecture Dachaidan people's Road

Patentee after: Qinghai Haixi Highway Bridge Engineering Co.,Ltd.

Address before: 817300 Qinghai Haixi Mongolian Tibetan Autonomous Prefecture Dachaidan people's Road

Patentee before: Qinghai Haixi Highway and Bridge Engineering Co.,Ltd.

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: 20160817