CN101070694A - Built-in type hydraulic shock-absorbing damper - Google Patents
Built-in type hydraulic shock-absorbing damper Download PDFInfo
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- CN101070694A CN101070694A CN 200610040118 CN200610040118A CN101070694A CN 101070694 A CN101070694 A CN 101070694A CN 200610040118 CN200610040118 CN 200610040118 CN 200610040118 A CN200610040118 A CN 200610040118A CN 101070694 A CN101070694 A CN 101070694A
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Abstract
A brand-new integral hydraulic pressure antivibration attenuator, belongs to the diagonal cable bridge slanting back guy and the hanging bridge suspension cable antivibration area of technology. Its characteristic: It is by the rubber coupling, an altar, the power transmission sells the slanting back guy which, the hydraulic pressure attenuator, the attenuator support, the Shanghai Steel Works pipe support, under the steel pipe support, the connecting bolt, against rain shade, the clamping screw are composed to disappear can the antivibration system; The slanting back guy's nuisance vibration transmits through the rubber coupling and altar's axis for the hydraulic pressure attenuator, above the hydraulic pressure attenuator the steel pipe support is the support, after providing the damping devoting uses in the slanting back guy, changed the slanting back guy original vibration modality, thus achieves restrains the slanting back guy vibration the goal; The integral hydraulic pressure antivibration attenuator's structure compact and the antivibration effect is obvious, is suitable specially in each kind of great span diagonal cable bridge takes the slanting back guy the antivibration device, simultaneously it also has the service life to be long, easy to make, the installment, the maintenance and affects and so on.
Description
Affiliated technical field
The present invention relates to a kind of built-in type hydraulic shock-absorbing damper that is used to be installed on cable stayed bridge suspension cable or the sling of suspension bridge, its major function is in order to reduce the suspension cable in running order or the Oscillation Amplitude and the acceleration of hoist cable effectively.
Background technology
With the cable stayed bridge is example, suspension cable is the important stressed hardware of cable stayed bridge upper tank beam, the making of suspension cable and mounting cost generally account for 10%～25% of cable stayed bridge total cost, if shortening or accidental damage significantly in the normal application life of suspension cable, will cause enormous economic loss and bad social influence, so suspension cable energy-eliminating shock-absorbing technology is again the crucial application technology of cable stayed bridge.
Suspension cable places among the extraneous natural environment for a long time, stand to expose to the sun and rain, the continuous test of high temperature, severe cold and day and night temperature, and its condition of work is abominable unusually.Particularly suspension cable very easily produces vibration under the comprehensive function of factors such as wind and rain load and vehicular impact load; the destruction that the additional force that is produced by vibration very easily causes the overtired and outer protection layer of suspension cable; so in the design or use of big-and-middle-sized cable stayed bridge suspension cable; should consider on the appropriate location of suspension cable, select and install corresponding energy-eliminating shock-absorbing damper for use.Suspension cable energy-eliminating shock-absorbing damping unit (being called for short " damper ") is mounted in the mill auxiliaries device on the suspension cable, its mainly act on be absorb or conversion because of the energy that various natural causes cause Inclined Cable Vibration to produce, guarantee suspension cable safe operation under design conditions.
The damping measure that is used for energy dissipating of cable stayed bridge suspension cable and vibration damping mainly is divided into aerodynamic Measures, auxiliary (rope) rope measure, mechanical damping measure three major types type; Wherein the mechanical damping measure can be divided into built-in damping unit and external damping unit two big series again.At present both at home and abroad the built-in damping unit of widespread usage mainly contains fluid pressure type damper (Fig. 2), rubber type damper (Fig. 3), three kinds of citation forms of metal friction chip damper (Fig. 4) on the cable stayed bridge suspension cable, their common feature is exactly the vibration displacement that utilizes suspension cable, produce the damping force opposite with the Inclined Cable Vibration direction of motion, remake conversely and be used for suspension cable, thereby reach the purpose that suppresses Inclined Cable Vibration; The core component of internal damper generally is installed between suspension cable and the steel pipe bearing, and the difference between the different internal dampers is that mainly its form or machine work principle that produces damping force has nothing in common with each other.Through consulting built-in energy dissipating and the scientific achievement of damper or the technical data of product that is used on the cable stayed bridge, now briefly introduce the operating principle of representative built-in and external hydraulic damper and the result of use of preliminary investigation as follows both at home and abroad:
The fluid pressure type damper is otherwise known as by " oil damper ", and this damper mainly is made up of connector, hydraulic unit and steel pipe bearing etc.; The general work principle of built-in fluid pressure type damper (Fig. 2): the shell of hydraulic unit is fixed on steel pipe bearing outside, suspension cable links to each other with the metallic piston bar of hydraulic unit by connector, the vibration displacement of suspension cable is broken the original pressure balance in hydraulic unit interior metal piston two ends and the resistance that thereupon produces, be that damper is a damping force, after this damping force reacts on suspension cable, can reach the purpose of suspension cable vibration damping.If fluid pressure type damper combined sensor, controller and oil pump use, promptly be called " active spoiler " or be called " intelligent damper "; For damper without external power supply and oil pump, generally be called " passive type damper " or " plain edition damper ", the fluid pressure type damper in most cases is made into the external damper.With France and damper professional equipment manufacturer such as Switzerland produce and the characteristic of this series products of providing as a reference, its advantage is that the size adjustment of damping force is easier to, shortcoming is the overall appearance of volume considerable influence city cable stayed bridge.
External damper (Fig. 5) general work principle: this damper mainly is made up of connector, hydraulic unit and metal machine frame etc.; The metal shell great majority of hydraulic unit adopt bolt to be fixed on the metallic support (or title " pedestal "), its piston rod links to each other with suspension cable by connector, the vibration of suspension cable conducts to hydraulic unit by connector, the damping force that hydraulic unit provides reacts on suspension cable, thereby reaches the purpose of vibration damping.The core component of external damper adopts hydraulic unit usually, also can select magnetorheological parts or be made up of the mechanical spring part for use.The volume of same external damper (Fig. 5) is generally all comparatively huge.
Summary of the invention
In order to overcome the long and bigger deficiency of volume of the stressed moment of present hydraulic damper, the present invention proposes be a kind of completely newly without the more perfect built-in type hydraulic shock-absorbing damper of the integral damping mechanical performance of power supply.
The technical scheme that the present invention is adopted for the technical solution problem is: elastomer connector and supporting base together are installed on the height of the design vibration damping point of suspension cable and designing requirement; During when Inclined Cable Vibration and towards direction of motion displacement, the angle of the center line of hydraulic damper and suspension cable center line (α) will reduce, the vibration force of suspension cable is passed through elastomer connector, the axle and the power transmission pin of supporting base pass to hydraulic damper and squeezed fluid pressure part, broken the original pressure balance in hydraulic unit interior metal piston two ends, damper is to keep the resistance that equilibrium state produces, being damper is damping force, hydraulic damper is installed on the steel pipe bearing by the damper bearing, and above steel pipe bearing is for supporting, after damping force reacted on suspension cable, thereby realize the purpose of suspension cable vibration damping; The vibration displacement acceleration of suspension cable is big more, and the damping force that damper produces is just big more.Because the center line of hydraulic damper is installed angle (α) with the existence of suspension cable center line, thereby share and reduced the vertical vibration force that acts on the steel pipe bearing originally, improved and improved the mechanical characteristic and the resistance to overturning of upper and lower steel pipe bearing.Last steel pipe bearing is installed in down on the flange of steel pipe bearing by connecting bolt; Following steel pipe bearing is fixed on cable stayed bridge (steel or the concrete) bridge floor by the mode of bolt or welding; Rain cover is installed on the steel pipe bearing by hold-down screw, prevents that damper from suffering the erosion of rainwater.
The invention has the beneficial effects as follows: dwindled the volume of damper effectively, optimized and the vibration damping mechanical system that has improved damper, improved damping action, finally realized the purpose of energy-eliminating shock-absorbing the various mode of oscillations of suspension cable.The all material of built-in type hydraulic shock-absorbing damper and device all can be realized buying, processing and make that it is simple in structure at home, and installation and working service are simple and easy, dependable performance and long service life.Because large-scale suspension cable damping unit that can substituting import one,, increased the kind that domestic big-and-middle-sized cable stayed bridge is selected the suspension cable damper simultaneously so following one obtain good economic benefits and social benefit surely.
Description of drawings
The present invention is further described below in conjunction with drawings and Examples.
Fig. 1 is a sectional structural map of the present invention.
Fig. 2 is a fluid pressure type damper sectional drawing.
Fig. 3 is a rubber type damper sectional drawing.
Fig. 4 is a metal friction chip damper sectional drawing.
Fig. 5 is an external damper sectional drawing.
Among Fig. 1: 1. elastomer connector, 2. supporting base, 3. power transmission pin, 4. hydraulic damper, 5. damper bearing, 6. rain cover, 7. hold-down screw is 8. gone up the steel pipe bearing, and 9. connecting bolt 10. plays the steel pipe bearing.
The specific embodiment
In the embodiment shown in fig. 1, supporting base (2) is connected with suspension cable by elastomer connector (1), and together is installed on the height of the design vibration damping point of suspension cable and designing requirement; The top of hydraulic damper (4) is connected by the axle of power transmission pin (3) and supporting base (2), and be the center with supporting base (2), hydraulic damper (4) can be divided into up and down two parts and arrange in pairs and installation; The axle of supporting base (2) can be done 360 ° of rotations; Hydraulic damper (4) is installed in the inwall and the inside of steel pipe bearing (8) by damper bearing (5); The flange of last steel pipe bearing (8) is connected by the flange of connecting bolt (9) with following steel pipe bearing (10); Adopt the mounting means of bolt or welding will play steel pipe bearing (10) to be fixed on cable stayed bridge (steel or the concrete) bridge floor again; Rain cover (6) is connected with last steel pipe bearing (8) by hold-down screw (7).
During when Inclined Cable Vibration and towards direction of motion displacement, the angle (α) of the center line of hydraulic damper (4) and suspension cable center line will reduce, the vibration force of suspension cable is transmitted and the squeezed fluid pressure part by the axle of elastomer connector (1) and supporting base (2), broken the original pressure balance in hydraulic unit interior metal piston two ends, damper is to keep the resistance that equilibrium state produces, being damper is damping force, after this damping force reacts on suspension cable, can reach the purpose of suspension cable vibration damping; The vibration displacement acceleration of suspension cable is big more, and the damping force that damper produces is just big more.One cover built-in type hydraulic shock-absorbing damper can amount to 20 hydraulic dampers (4) and forms by being no more than 10 pairs; The installation angle (α) of the center line of hydraulic damper (4) and suspension cable center line: 0 °＜α＜90 °; The factory length (L1) of last steel pipe bearing (8) generally is controlled in the 10m; Factory length (L2) length of following steel pipe bearing (10) is not more than 20m, 10cm≤diameter phi≤200cm; The adjusting range of built-in type hydraulic shock-absorbing damper damping force: 0.5～100kN; If hydraulic damper (4) is replaced by the spring type damper, equally also can reach the purpose of suspension cable damping.
Claims (8)
1, a kind of built-in type hydraulic shock-absorbing damper is characterized in that: it is that supporting base (2) is connected with suspension cable by elastomer connector (1), and together is installed on the height of the design vibration damping point of suspension cable and designing requirement; The top of hydraulic damper (4) is connected with the axle of supporting base (2) by power transmission pin (3); Hydraulic damper (4) is installed in the inwall of steel pipe bearing (8) by damper bearing (5); The flange of last steel pipe bearing (8) is connected by the flange of connecting bolt (9) with following steel pipe bearing (10); Adopt the mounting means of bolt or welding will play steel pipe bearing (10) to be fixed on cable stayed bridge (steel or the concrete) bridge floor again; Rain cover (6) is connected with last steel pipe bearing (8) by hold-down screw (7).
2, it is characterized in that: with supporting base (2) is the center, and hydraulic damper (4) is divided into two parts layout and installations in pairs up and down.
3, it is characterized in that: a cover built-in type hydraulic shock-absorbing damper can amount to 20 hydraulic dampers (4) and forms by being no more than 10 pairs.
4, it is characterized in that: the installation angle (α) of the center line of hydraulic damper (4) and suspension cable center line: 0 °＜α＜90 °.
5, it is characterized in that: the axle of supporting base (2) can be done 360 ° of rotations.
6, it is characterized in that: the factory length (L1) of going up steel pipe bearing (8) is smaller or equal to 10m, and the factory length (L2) of following steel pipe bearing (10) is smaller or equal to 20m, 10cm≤diameter phi≤200cm.
7, it is characterized in that: the adjusting range of built-in type hydraulic shock-absorbing damper damping force: 0.5～100kN.
8, it is characterized in that: hydraulic damper (4) can replace with the spring type damper.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100401182A CN100557134C (en) | 2006-05-08 | 2006-05-08 | Built-in type hydraulic shock-absorbing damper |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100401182A CN100557134C (en) | 2006-05-08 | 2006-05-08 | Built-in type hydraulic shock-absorbing damper |
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| CN101070694A true CN101070694A (en) | 2007-11-14 |
| CN100557134C CN100557134C (en) | 2009-11-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CNB2006100401182A Expired - Fee Related CN100557134C (en) | 2006-05-08 | 2006-05-08 | Built-in type hydraulic shock-absorbing damper |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101260646B (en) * | 2008-04-14 | 2010-10-13 | 李有为 | Great span bridge lower damper system for wind and water resistance |
| CN101613991B (en) * | 2008-06-23 | 2011-03-09 | 同济大学 | Lever-type gain device for damper |
| CN102518040A (en) * | 2011-11-23 | 2012-06-27 | 深圳大学 | Shock absorption damping device for bridge cable or suspender |
| CN105951596A (en) * | 2016-05-23 | 2016-09-21 | 长安大学 | Stay cable built-in type shock absorption damper |
| CN109853361A (en) * | 2019-03-26 | 2019-06-07 | 中铁大桥科学研究院有限公司 | Rubber damping damper |
| CN110374010A (en) * | 2019-07-22 | 2019-10-25 | 中铁大桥局集团有限公司 | A kind of constructing device and its application method of the interim vibration damping of suspension cable |
| CN111926702A (en) * | 2020-08-21 | 2020-11-13 | 中铁二院工程集团有限责任公司 | External steel anchor box structure capable of inhibiting inhaul cable vibration |
| CN112695609A (en) * | 2020-12-18 | 2021-04-23 | 中铁大桥局集团有限公司 | Multi-directional multi-tuning mass damper for cable structure vibration reduction |
| CN112878177A (en) * | 2021-02-03 | 2021-06-01 | 大连交通大学 | Sleeve type vibration control device for suspension cable of suspension bridge |
| CN113622304A (en) * | 2021-08-06 | 2021-11-09 | 中铁大桥局集团有限公司 | Stay cable lever amplification damping device |
| CN114837067A (en) * | 2022-05-30 | 2022-08-02 | 胡雷锋 | Bridge limiting and buffering device |
| CN114855592A (en) * | 2022-04-24 | 2022-08-05 | 中铁大桥勘测设计院集团有限公司 | Connecting device between stay cable and sling and parameter calculation method thereof |
| CN115948976A (en) * | 2022-12-19 | 2023-04-11 | 中交公路规划设计院有限公司 | Longitudinal combination toughness constraint system and method for large-span suspension bridge |
-
2006
- 2006-05-08 CN CNB2006100401182A patent/CN100557134C/en not_active Expired - Fee Related
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101260646B (en) * | 2008-04-14 | 2010-10-13 | 李有为 | Great span bridge lower damper system for wind and water resistance |
| CN101613991B (en) * | 2008-06-23 | 2011-03-09 | 同济大学 | Lever-type gain device for damper |
| CN102518040A (en) * | 2011-11-23 | 2012-06-27 | 深圳大学 | Shock absorption damping device for bridge cable or suspender |
| CN102518040B (en) * | 2011-11-23 | 2013-11-20 | 深圳大学 | Shock absorption damping device for bridge cable or suspender |
| CN105951596A (en) * | 2016-05-23 | 2016-09-21 | 长安大学 | Stay cable built-in type shock absorption damper |
| CN109853361B (en) * | 2019-03-26 | 2024-03-19 | 中铁大桥科学研究院有限公司 | Rubber vibration-damping damper |
| CN109853361A (en) * | 2019-03-26 | 2019-06-07 | 中铁大桥科学研究院有限公司 | Rubber damping damper |
| CN110374010A (en) * | 2019-07-22 | 2019-10-25 | 中铁大桥局集团有限公司 | A kind of constructing device and its application method of the interim vibration damping of suspension cable |
| CN111926702A (en) * | 2020-08-21 | 2020-11-13 | 中铁二院工程集团有限责任公司 | External steel anchor box structure capable of inhibiting inhaul cable vibration |
| CN112695609A (en) * | 2020-12-18 | 2021-04-23 | 中铁大桥局集团有限公司 | Multi-directional multi-tuning mass damper for cable structure vibration reduction |
| CN112878177A (en) * | 2021-02-03 | 2021-06-01 | 大连交通大学 | Sleeve type vibration control device for suspension cable of suspension bridge |
| CN113622304A (en) * | 2021-08-06 | 2021-11-09 | 中铁大桥局集团有限公司 | Stay cable lever amplification damping device |
| CN114855592A (en) * | 2022-04-24 | 2022-08-05 | 中铁大桥勘测设计院集团有限公司 | Connecting device between stay cable and sling and parameter calculation method thereof |
| CN114855592B (en) * | 2022-04-24 | 2023-11-21 | 中铁大桥勘测设计院集团有限公司 | Parameter calculation method of connecting device between stay cable and sling |
| CN114837067A (en) * | 2022-05-30 | 2022-08-02 | 胡雷锋 | Bridge limiting and buffering device |
| CN114837067B (en) * | 2022-05-30 | 2024-07-09 | 南京交通工程有限公司 | Bridge limiting and buffering device |
| CN115948976A (en) * | 2022-12-19 | 2023-04-11 | 中交公路规划设计院有限公司 | Longitudinal combination toughness constraint system and method for large-span suspension bridge |
Also Published As
| Publication number | Publication date |
|---|---|
| CN100557134C (en) | 2009-11-04 |
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Granted publication date: 20091104 Termination date: 20110508 |