CN103806369B - For the connected mode of the viscous damper of Longspan Bridge antidetonation - Google Patents
For the connected mode of the viscous damper of Longspan Bridge antidetonation Download PDFInfo
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- CN103806369B CN103806369B CN201410004794.9A CN201410004794A CN103806369B CN 103806369 B CN103806369 B CN 103806369B CN 201410004794 A CN201410004794 A CN 201410004794A CN 103806369 B CN103806369 B CN 103806369B
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Abstract
The invention discloses a kind of method of attachment of the viscous damper for Longspan Bridge antidetonation, relate to engineering structures anti-seismic technology field, comprise viscous damper, left installing plate, right installing plate and liftable pedestal, left installing plate is defaulted in the correspondence position of girder by built-in fitting, right installing plate defaults in the correspondence position of girder by built-in fitting, and liftable pedestal defaults in the correspondence position of tower pier stud by built-in fitting; Be fixedly connected with liftable pedestal by anchor ear by viscous damper, regulate the height of liftable pedestal, liftable pedestal drives viscous damper lifting, and adjustment viscous damper is to link position.Be connected with left installing plate by left twisted seat one end of piston rod, the other end is connected with right installing plate by right twisted seat.The present invention not only installation difficulty is lower, and installation cost is lower, solves the problem of the one-sided pressurized of seal, and extend the application life of viscous damper, installation dimension is less, and anti seismic efficiency is better.
Description
Technical field
The present invention relates to engineering structures anti-seismic technology field, be specifically related to a kind of connected mode of the viscous damper for Longspan Bridge antidetonation.
Background technology
Along with the frequent outburst of the natural calamities such as earthquake, bridge earthquake resistance disaster prevention device enjoys industry to pay close attention to, and the existing device for bridge earthquake resistance has polytype, as metal damper, frcition damper, viscous damper, viscoelastic damper etc.Viscous damper is a kind of velocity-dependent damping unit, and have the advantages such as damping effect is high, static(al) rigidity is little, energy dissipation capacity is strong, viscous damper is widely used in Longspan Bridge.
Present stage, the span of bridge constantly increased, and in order to ensure that Longspan Bridge has enough shock resistances, was arranged on the stroke of the viscous damper on bridge, tonnage and weight also increasing.
Existing viscous damper comprises piston rod, guard shield, left end cap, left seal, cylinder barrel, piston, right end cap and right seal.For certain Longspan Bridge antidetonation viscous damper, the length of existing piston rod is generally 2700mm, and the stroke of piston rod is 500mm, and the installation length of damper is not less than 3300mm.
Existing mounting method is: the guard shield of viscous damper is connected with girder by left ball twisted seat by (1), and the right-hand member of viscous damper piston rod is connected with pier king-post by right ball twisted seat; (2) on pier king-post, arrange the suspension hook for damper outer cylinder sheath of slinging, one end of hoist cable is connected with suspension hook, and the other end is walked around pulley mechanism and is connected with counterweight.
After existing viscous damper is installed on bridge, when have extraneous load as wind carry, vehicle-mounted or seismic force effects time, girder and pier king-post produce horizontal relative displacement, now, the piston rod be connected with pier king-post slides, drive the piston be fixedly connected with piston rod to slide in cylinder barrel, the resisting medium relative motion in cylinder barrel produces damping force, plays power consumption effect.
Adopt the viscous damper that existing mounting method is installed, there is following defect in use:
(1) damper installation dimension is comparatively large, and the easy unstability of damper axial compression, damper is easily impaired, and seal exists one-sided pressurized phenomenon, and seal is easily impaired.
(2) arrange on pier king-post for the suspension hook of damper outer cylinder sheath of slinging, pulley mechanism and counterweight, need to preset mounting points when work high above the ground, installation difficulty is comparatively large, and meanwhile, the setting of pulley mechanism and counterweight adds construction cost.
(3) piston rod is connected with the girder of bridge, right sleeve is connected with the pier king-post of bridge, when girder and pier king-post produce vertical displacement, viscous damper will make viscous damper be in disadvantageous stress by the constraint of this partial dislocation, even damage viscous damper.
Summary of the invention
For the defect existed in prior art, the object of the present invention is to provide a kind of connected mode of the viscous damper for Longspan Bridge antidetonation, installation dimension is less, there is not one-sided pressurized in seal, extend the application life of viscous damper, the installation difficulty of viscous damper is lower, and installation cost is lower, more stable after installation, anti seismic efficiency is better.
For reaching above object, the technical scheme that the present invention takes is: a kind of method of attachment of the viscous damper for Longspan Bridge antidetonation, comprises viscous damper, left installing plate, right installing plate; Described viscous damper comprises piston rod, piston and cylinder barrel, and piston is arranged at the inside of cylinder barrel, and the both sides that cylinder barrel is relative are respectively arranged with left end cap and right end cap, and described piston rod is through left end cap, piston and right end cap; Be provided with left seal between described piston rod and left end cap, between piston rod and right end cap, be provided with right seal; It is characterized in that: one end of described piston rod is connected with left installing plate by a left twisted seat, the other end is by a right twisted seat and right installing plate, and described left twisted seat and left installing plate are by pinned connection, and described right twisted seat and right installing plate pass through pinned connection; Also comprise liftable pedestal.
Described method of attachment comprises the following steps:
A, left installing plate is defaulted in the first pre-buried point of bridge by built-in fitting, right installing plate is arranged at the second pre-buried point of bridge by built-in fitting, and liftable pedestal is arranged at the 3rd pre-buried point of bridge by built-in fitting.
B, viscous damper to be fixedly connected with liftable pedestal by anchor ear;
The height of C, adjustment liftable pedestal, liftable pedestal drives viscous damper lifting, and adjustment viscous damper is to installation site.
D, be connected with left installing plate by left twisted seat one end of piston rod, the other end passes through right twisted seat and is connected with right installing plate.
On the basis of technique scheme, the first pre-buried point described in steps A and the second pre-buried point are all positioned at the girder of bridge, and the 3rd pre-buried point is positioned at the pier king-post of bridge; Left installing plate and right installing plate all default in the girder of bridge, and liftable pedestal defaults in the pier king-post of bridge.
On the basis of technique scheme, the first pre-buried point described in steps A and the second pre-buried point are all positioned at the pier king-post of bridge, and the 3rd pre-buried point is positioned at the girder of bridge; Left installing plate and right installing plate all default in the pier king-post of bridge, and liftable pedestal defaults in the girder of bridge.
On the basis of technique scheme, installation site described in step C is the connection part of viscous damper and left installing plate, right installing plate.
On the basis of technique scheme, further comprising the steps of after step D: fine setting liftable pedestal, the motion of band moveable cylinder, treats that the longitudinal centre line of cylinder barrel overlaps with the longitudinal centre line of piston rod, stops adjustment liftable pedestal.
On the basis of technique scheme, described left installing plate is connected part with left twisted seat and has the first connecting hole, and described right installing plate is connected part with right twisted seat and has the second connecting hole, and described first connecting hole and the second connecting hole are longitudinal slotted hole.
Compared with prior art, the invention has the advantages that:
(1) the left installing plate in the present invention is fixed on girder, and right installing plate is fixed on girder, and one end of viscous damper is connected with left installing plate, and the other end is connected with right installing plate, and cylinder body is fixedly connected with the liftable pedestal be oppositely arranged.When there is relative displacement between girder and tower pier stud, viscous damper is in running order, piston rod and tower pier stud geo-stationary, to be horizontally slipped motion by liftable pedestal band moveable cylinder, piston slides in cylinder barrel, resisting medium relative motion in cylinder barrel produces damping force, realizes the motion power consumption of damper.Be arranged at girder with one end of piston rod in prior art, the other end is arranged at pier king-post, and the mode driving piston movement to realize power consumption by piston rod is compared.The piston rod of viscous damper does not produce displacement, decreases the use of sleeve, effectively alleviates the pressure that left sealing mat is subject to, and extends the application life of viscous damper; Reduce the installation dimension of viscous damper, reduce cost, the viscous damper after installation is better stable.
(2) the piston rod one end in the present invention is connected with left installing plate, the other end is connected with right installing plate, and cylinder barrel is connected with liftable pedestal, makes seal there is not one-sided pressurized, extend the application life of viscous damper, relative in prior art, be connected by piston rod with left ball twisted seat, right sleeve is connected with right ball twisted seat, cylinder barrel is connected with suspension hook, and pulley mechanism is set compares with counterweight, mounting method is fairly simple, and installation cost is lower.
(3) part corresponding to piston rod of the left installing plate in the present invention has the first connecting hole, right installing plate part corresponding to piston rod has the second connecting hole, first connecting hole and the second connecting hole are longitudinal slotted hole, when girder and pier king-post have vertical relative displacement, piston rod can be movable in the first connecting hole and the second connecting hole, make viscous damper not produce extra additional force by the constraint of this partial dislocation, viscous damper is not easily damaged.
Accompanying drawing explanation
Fig. 1 is the structural representation for the connected mode of the viscous damper of Longspan Bridge antidetonation when left installing plate is arranged at girder in the embodiment of the present invention;
Fig. 2 is the structural representation for the viscous damper of Longspan Bridge antidetonation in the embodiment of the present invention;
Fig. 3 is the partial structurtes schematic diagram of Fig. 1;
Fig. 4 is the structural representation for the connected mode of the viscous damper of Longspan Bridge antidetonation when left installing plate is arranged at pier king-post in the embodiment of the present invention;
Fig. 5 is the structural representation of left installing plate and right installing plate in the embodiment of the present invention.
In figure: 1-piston rod, 2-viscous damper, 3-liftable pedestal, 4-cylinder barrel, 5-girder, the left installing plate of 6-, the right installing plate of 7-, 8-pier king-post, the left seal of 9-, 10-left end cap, 11-piston, the right seal of 12-, 13-right end cap, the left twisted seat of 14-, the right twisted seat of 15-, 16-first connecting hole, 17-second connecting hole.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is described in further detail.
Shown in Fig. 1, Fig. 2, Fig. 3 and Fig. 4, the connected mode of the viscous damper for Longspan Bridge antidetonation that the embodiment of the present invention provides, comprises viscous damper 2, left installing plate 6, right installing plate 7 and liftable pedestal 3.The cylinder barrel 4 that viscous damper 2 comprises piston rod 1, inside is provided with piston 11, one end of piston rod 1 is provided with left twisted seat 14, the other end is provided with right twisted seat 15, the relative both sides of cylinder barrel 4 are respectively arranged with left end cap 10 and right end cap 13, and piston rod 1 is through left end cap 10, piston 11 and right end cap 13.Be provided with left seal 9 between piston rod 1 and left end cap 10, between piston rod 1 and right end cap 13, be provided with right seal 12.Cylinder barrel 4 is connected with liftable pedestal 3 by anchor ear.
Left installing plate 6 has the first connecting hole 16 be connected with piston rod 1, and right installing plate 7 has the second connecting hole 17 be connected with piston rod 1.One end of piston rod 1 is connected with left installing plate 6 by a left twisted seat 14, and the other end is connected with right installing plate 7 by a right twisted seat 15; Left installing plate 6 is connected with left twisted seat 14 by bearing pin, and right installing plate 7 is connected with right twisted seat 15 by bearing pin.Spacing between left installing plate 6 and right installing plate 7 is equal with the length of piston rod 1.
Left twisted seat 14 has the first installing hole with the corresponding part of the first connecting hole 16, right twisted seat 15 has the second installing hole with the corresponding part of the second connecting hole 17, distance between the center of the first installing hole and center, piston rod 1 left side is 75mm, and the distance between the center of the second installing hole and center, piston rod 1 right side is 75mm.
Shown in Figure 5, the first connecting hole 16 is longitudinal slotted hole, and the second connecting hole 17 is longitudinal slotted hole.
For the viscous damper of Longspan Bridge antidetonation in the embodiment of the present invention, the length of left end cap 10 is 150mm, and the length of right end cap 13 is 150mm, and the length of piston 11 is 400mm, and the length of piston rod 1 is 2700mm.
In the embodiment of the present invention, left installing plate 6, right installing plate 7 all adopt otic placode to make.
The method of attachment of the viscous damper for Longspan Bridge antidetonation of the embodiment of the present invention, comprises the following steps:
S1: the first pre-buried point left installing plate 6 being defaulted in bridge by built-in fitting, right installing plate 7 defaults in the second pre-buried point of bridge by built-in fitting, and liftable pedestal 3 defaults in the 3rd pre-buried point of bridge by built-in fitting.
If the first pre-buried point is positioned at the girder 5 of bridge, the pre-buried point of girder the 5, three that then the second pre-buried point is positioned at bridge is positioned at the pier king-post 8 of bridge, and left installing plate 6 defaults in the girder 5 of bridge, right installing plate 7 defaults in the girder 5 of bridge, and liftable pedestal 3 defaults in the pier king-post 8 of bridge.
If the first pre-buried point is positioned at the pier king-post 8 of bridge, then the pre-buried point of pier king-post the 8, three that the second pre-buried point is positioned at bridge is positioned at the girder 5 of bridge; Left installing plate 6 defaults in the pier king-post 8 of bridge, and right installing plate 7 defaults in the pier king-post 8 of bridge, and liftable pedestal 3 defaults in the girder 5 of bridge.
S2: viscous damper 2 is fixedly connected with liftable pedestal 3 by anchor ear 14.
S3: the height of adjustment liftable pedestal 3, liftable pedestal 3 drives viscous damper 2 to be elevated, adjustment viscous damper 2 to installation site.Installation site is viscous damper 2 and the connection part of left installing plate 6, right installing plate 7.
S4: be connected with left installing plate 6 by left twisted seat 14 one end of piston rod 1, the other end is connected with right installing plate 7 by right twisted seat 15.
S5: fine setting liftable pedestal 3, band moveable cylinder 4 moves, and treats that the longitudinal centre line of cylinder barrel 4 overlaps with the longitudinal centre line of piston rod 1, stops adjustment liftable pedestal 3.
The installation length of viscous damper is equal to the distance at the second installing hole center with the first installing hole center, when the length of piston rod 1 is 2700mm, distance between the center of the first installing hole and center, piston rod 1 left side is 75mm, when distance between the center of the second installing hole and center, piston rod 1 right side is 75mm, the installation length of viscous damper is 2850mm.
Operating principle of the present invention is as follows:
Fine setting liftable pedestal 3 height, band moveable cylinder 4 and piston rod 10, make the central axis of piston rod 1 pass the center of the first connecting hole 16 and the second connecting hole 17.Now, the weight of cylinder barrel 4 is born by liftable pedestal 3, the weight of piston rod 1 and piston 11 is passed to left installing plate 9 and right installing plate 10 by bearing pin, piston rod 1 can not to left seal 9 or right seal 12 build-up of pressure, there is not one-sided pressurized problem in left seal 9 and right seal 12, left seal 9 and right seal 12 can Long-Time Service, improve the service behaviour of viscous damper 1, extend the application life of viscous damper 1.
The weight of cylinder barrel 4 is born by liftable pedestal 3, and the weight of piston rod 1 and piston 11 is passed to left installing plate 6 by bearing pin, on right installing plate 7.When there is relative displacement between girder 5 and tower pier stud, viscous damper 2 is in running order, piston rod 1 and tower pier stud geo-stationary, moveable cylinder 4 is with to slide along piston rod 1 by liftable pedestal 3, piston 11 slides in cylinder barrel 4, resisting medium relative motion in cylinder barrel 4 produces damping force, realizes the motion power consumption of viscous damper.
First connecting hole 16 and the second connecting hole 17 are longitudinal slotted hole, when girder 5 produces vertical relative displacement with pier king-post 8, piston rod 1 can be movable in the first connecting hole 16 and the second connecting hole 17, make viscous damper 2 not produce extra additional force by the constraint of this partial dislocation, viscous damper is not easily damaged.
The present invention is not limited to above-mentioned embodiment, and for those skilled in the art, under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications are also considered as within protection scope of the present invention.The content be not described in detail in this manual belongs to the known prior art of professional and technical personnel in the field.
Claims (6)
1., for a method of attachment for the viscous damper of Longspan Bridge antidetonation, comprise viscous damper (2), left installing plate (6), right installing plate (7); Described viscous damper (2) comprises piston rod (1), piston (11) and cylinder barrel (4), piston (11) is arranged at the inside of cylinder barrel (4), the both sides that cylinder barrel (4) is relative are respectively arranged with left end cap (10) and right end cap (13), and described piston rod (1) is through left end cap (10), piston (11) and right end cap (13); Be provided with left seal (9) between described piston rod (1) and left end cap (10), between piston rod (1) and right end cap (13), be provided with right seal (12); It is characterized in that: one end of described piston rod (1) is connected with left installing plate (6) by a left free bearing (14), the other end is connected with right installing plate (7) by a right free bearing (15), described left free bearing (14) and left installing plate (6) are by pinned connection, and described right free bearing (15) and right installing plate (7) pass through pinned connection; Also comprise liftable pedestal (3);
Described method of attachment comprises the following steps:
A, left installing plate (6) is defaulted in the first pre-buried point of bridge by built-in fitting, right installing plate (7) is arranged at the second pre-buried point of bridge by built-in fitting, and liftable pedestal (3) is arranged at the 3rd pre-buried point of bridge by built-in fitting;
B, viscous damper (2) to be fixedly connected with liftable pedestal (3) by anchor ear;
The height of C, adjustment liftable pedestal (3), liftable pedestal (3) drives viscous damper (2) lifting, and adjustment viscous damper (2) is to link position;
D, be connected with left installing plate (6) by left free bearing (14) one end of piston rod (1), the other end passes through right free bearing (15) and is connected with right installing plate (7).
2. as claimed in claim 1 for the method for attachment of the viscous damper of Longspan Bridge antidetonation, it is characterized in that: the first pre-buried point described in steps A and the second pre-buried point are all positioned at the girder (5) of bridge, and the 3rd pre-buried point is positioned at the pier king-post (8) of bridge; Left installing plate (6) and right installing plate (7) all default in the girder (5) of bridge, and liftable pedestal (3) defaults in the pier king-post (8) of bridge.
3. as claimed in claim 1 for the method for attachment of the viscous damper of Longspan Bridge antidetonation, it is characterized in that: the first pre-buried point described in steps A and the second pre-buried point are all positioned at the pier king-post (8) of bridge, and the 3rd pre-buried point is positioned at the girder (5) of bridge; Left installing plate (6) and right installing plate (7) all default in the pier king-post (8) of bridge, and liftable pedestal (3) defaults in the girder (5) of bridge.
4. as claimed in claim 1 for the method for attachment of the viscous damper of Longspan Bridge antidetonation, it is characterized in that: link position described in step C is viscous damper (2) and the connection part of left installing plate (6), right installing plate (7).
5. as claimed in claim 1 for the method for attachment of the viscous damper of Longspan Bridge antidetonation, it is characterized in that: further comprising the steps of after step D: fine setting liftable pedestal (3), band moveable cylinder (4) motion, treat that the longitudinal centre line of cylinder barrel (4) overlaps with the longitudinal centre line of piston rod (1), stop adjustment liftable pedestal (3).
6. as claimed in claim 1 for the method for attachment of the viscous damper of Longspan Bridge antidetonation, it is characterized in that: described left installing plate (6) is connected part with left free bearing (14) and has the first connecting hole (16), described right installing plate (7) is connected part with right free bearing (15) and has the second connecting hole (17), and described first connecting hole (16) and the second connecting hole (17) are longitudinal slotted hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410004794.9A CN103806369B (en) | 2014-01-07 | 2014-01-07 | For the connected mode of the viscous damper of Longspan Bridge antidetonation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201410004794.9A CN103806369B (en) | 2014-01-07 | 2014-01-07 | For the connected mode of the viscous damper of Longspan Bridge antidetonation |
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| CN103806369A CN103806369A (en) | 2014-05-21 |
| CN103806369B true CN103806369B (en) | 2015-09-16 |
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Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN104233951B (en) * | 2014-07-24 | 2016-03-23 | 中铁大桥科学研究院有限公司 | A kind of multi-functional viscous damper and attaching method thereof |
| CN106192723B (en) * | 2016-07-01 | 2017-12-22 | 中铁大桥勘测设计院集团有限公司 | A kind of rigidity combines restraining structure and method with viscosity |
| CN106894331B (en) * | 2017-04-25 | 2018-11-16 | 沈阳建筑大学 | A kind of energy consumption limit support of included Viscous fluid damper |
| CN107151978B (en) * | 2017-06-08 | 2023-04-28 | 重庆工商职业学院 | Bridge vibration reduction support |
| CN107447645A (en) * | 2017-08-08 | 2017-12-08 | 北京工业大学 | A kind of lock up damping devices based on winding rope amplification mechanism |
| CN113089459B (en) * | 2021-03-04 | 2024-06-14 | 浙江理工大学 | Combined bridge supporting device with damping and anti-toppling functions |
| CN115948976B (en) * | 2022-12-19 | 2023-06-20 | 中交公路规划设计院有限公司 | Longitudinal combined toughness constraint system and method for large-span suspension bridge |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2615397B2 (en) * | 1991-11-07 | 1997-05-28 | 建設省土木研究所長 | Variable damper device for bridges |
| KR101199684B1 (en) * | 2010-07-13 | 2012-11-08 | 대림산업 주식회사 | Composite Damper of Viscous Damper and Slit Damper |
| CN103321144B (en) * | 2013-07-05 | 2015-04-29 | 成都市新筑路桥机械股份有限公司 | Linkage device for bridges |
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Address after: 103 No. 430000 Hubei Province in Qiaokou District of Wuhan city road construction Patentee after: BRIDGE SCIENCE AND TECHNOLOGY INSTITUTE CO., LTD., CHINA RAILWAY ENGINEERING GROUP Patentee after: Group Co., Ltd., Zhongtie Daqiao Bureau Address before: 430000 No. 103, Jianshe Avenue, Wuhan, Hubei Patentee before: China Zhongtie Major Bridge Engineering Group Co., Ltd. Patentee before: Group Co., Ltd., Zhongtie Daqiao Bureau |
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Effective date of registration: 20200619 Address after: 430000 No.29 Hanxi Road, Qiaokou District, Wuhan City, Hubei Province Co-patentee after: China Zhongtie Major Bridge Engineering Group Co.,Ltd. Patentee after: China Railway Qiaoyan Technology Co., Ltd Co-patentee after: CHINA RAILWAY BRIDGE SCIENCE RESEARCH INSTITUTE, Ltd. Address before: No. 103 430000 Qiaokou District in Hubei province Wuhan city road construction Co-patentee before: China Zhongtie Major Bridge Engineering Group Co.,Ltd. Patentee before: CHINA RAILWAY BRIDGE SCIENCE RESEARCH INSTITUTE, Ltd. |