CN115370861A - Cable-stayed pipe bridge anti-seismic device and anti-seismic method - Google Patents
Cable-stayed pipe bridge anti-seismic device and anti-seismic method Download PDFInfo
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- 238000013016 damping Methods 0.000 claims abstract description 44
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- 239000000919 ceramic Substances 0.000 claims description 34
- 230000005284 excitation Effects 0.000 claims description 8
- 125000006850 spacer group Chemical group 0.000 claims 1
- 230000003139 buffering effect Effects 0.000 abstract description 6
- 239000006096 absorbing agent Substances 0.000 abstract 2
- 230000035939 shock Effects 0.000 abstract 2
- 230000005540 biological transmission Effects 0.000 description 4
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/02—Energy absorbers; Noise absorbers
- F16L55/033—Noise absorbers
- F16L55/035—Noise absorbers in the form of specially adapted hangers or supports
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D11/00—Suspension or cable-stayed bridges
- E01D11/04—Cable-stayed bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/16—Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/005—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion using electro- or magnetostrictive actuation means
- F16F15/007—Piezoelectric elements being placed under pre-constraint, e.g. placed under compression
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F2222/00—Special physical effects, e.g. nature of damping effects
- F16F2222/04—Friction
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F2224/00—Materials; Material properties
- F16F2224/02—Materials; Material properties solids
- F16F2224/0283—Materials; Material properties solids piezoelectric; electro- or magnetostrictive
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Abstract
本发明属于减振技术领域,尤其涉及一种斜拉管桥抗震装置以及抗震方法,包括斜拉索减振器,斜拉索减振器包括拉环、驱动器外壳和压电变摩擦阻尼单元;驱动器外壳顶部盖有驱动器弧面盖板;压电变摩擦阻尼单元置于驱动器外壳内底面上并与驱动器弧面盖板滑动连接;拉环置于驱动器外壳外;拉环一端与斜拉管桥连接;拉环另一端与压电变摩擦阻尼单元连接;拉环轴向和压电变摩擦阻尼单元轴向垂直。本发明通过压电摩擦实现抗震作用,能实现摩擦力快速且精准的调节,减振缓冲效果强。
The invention belongs to the technical field of vibration reduction, and in particular relates to an anti-seismic device and an anti-seismic method for a cable-stayed tubular bridge, which includes a cable-stayed cable shock absorber, and the cable-stayed cable shock absorber includes a pull ring, a driver shell and a piezoelectric variable friction damping unit; The top of the drive housing is covered with a drive arc cover; the piezoelectric variable friction damping unit is placed on the inner bottom of the drive shell and is slidably connected with the drive arc cover; the pull ring is placed outside the drive shell; one end of the pull ring is connected to the cable-stayed pipe bridge connection; the other end of the pull ring is connected to the piezoelectric variable friction damping unit; the axial direction of the pull ring is perpendicular to the axial direction of the piezoelectric variable friction damping unit. The invention realizes the anti-seismic effect through piezoelectric friction, can realize fast and precise adjustment of frictional force, and has strong shock-absorbing and buffering effects.
Description
技术领域technical field
本发明属于抗震装置技术领域,涉及一种斜拉管桥抗震装置以及抗震方法。The invention belongs to the technical field of anti-seismic devices, and relates to an anti-seismic device and an anti-seismic method of a cable-stayed tubular bridge.
背景技术Background technique
油气输送管道线路工程是国家生命线的重要组成部分,在国民经济中占有非常重要的地位;随着现代工业对石化能源需求的不断增加,油气输送管道线路工程的规模也在不断扩张和增大,采用跨越结构实现输油气管道空中跨越是常见的方式之一,斜拉管桥的主要受力构件是斜拉索,桥梁的重力和桥梁的活动载荷大部分都是通过斜拉索传递到踏柱上的;由于斜拉索的质量小、阻尼小、柔度大的特点,极易在风、风雨交通载荷的作用下发生振动。随着斜拉索长度的增加,斜拉索的振动幅度也将随之增加,所以,斜拉索很容易发生疲劳断裂,产生交通事故(特点和优势),被广泛应用到,但是当遭受外部环境中强烈风振或者地震作用时,斜拉管桥结构会遭到严重的破坏,影响斜拉管桥结构的安全性,斜拉管桥结构发生坍塌,输油气管道受到破坏,这都将严重威胁整个油气输送管线工程的安全性,所以对输油气管道和管线工程结构的抗震设计理论研究具有重要意义。Oil and gas transmission pipeline engineering is an important part of the country's lifeline and occupies a very important position in the national economy; with the increasing demand for petrochemical energy in modern industry, the scale of oil and gas transmission pipeline engineering is also expanding and increasing. It is one of the common ways to use the spanning structure to realize the air spanning of the oil and gas pipeline. The main stress member of the cable-stayed tubular bridge is the cable. Most of the gravity of the bridge and the active load of the bridge are transmitted to the steps through the cable. Due to the characteristics of small mass, small damping and large flexibility of the cable stay, it is very easy to vibrate under the action of wind, wind and rain traffic loads. As the length of the stay cable increases, the vibration amplitude of the stay cable will also increase. Therefore, the stay cable is prone to fatigue fracture and traffic accidents (features and advantages). It is widely used, but when subjected to external When there is strong wind vibration or earthquake in the environment, the structure of the cable-stayed pipe bridge will be seriously damaged, which will affect the safety of the cable-stayed pipe bridge structure. The structure of the cable-stayed pipe bridge will collapse and the oil and gas pipeline will be damaged, which will seriously It threatens the safety of the entire oil and gas transmission pipeline project, so the theoretical research on the seismic design of oil and gas pipelines and pipeline engineering structures is of great significance.
现有的抗震方法大多是从结构上进行减振来提高斜拉管桥结构的抗震性能,现阶段通过在斜拉桥上应用大量的阻尼器,从而对斜拉索起到阻尼缓冲,实现减振;但是现有的阻尼器存在以下问题:阻尼缓冲力不可调节,影响实际调节使用;减振缓冲效果差,油气输送管道的安全性不能保证。Most of the existing anti-seismic methods are to reduce vibration from the structure to improve the anti-seismic performance of the cable-stayed tubular bridge structure. However, the existing dampers have the following problems: the damping and buffering force cannot be adjusted, which affects the actual adjustment and use; the damping and buffering effect is poor, and the safety of the oil and gas transmission pipeline cannot be guaranteed.
发明内容Contents of the invention
为了解决现有技术中斜拉桥减振装置存在的缓冲力不可调节以及减振缓冲效果差的技术问题,本发明提供一种斜拉管桥抗震装置以及抗震方法,通过压电摩擦实现抗震作用,能实现摩擦力快速且精准的调节,减振缓冲效果强。In order to solve the technical problems of non-adjustable buffer force and poor vibration damping and buffering effect in the cable-stayed bridge vibration damping device in the prior art, the present invention provides an anti-seismic device and an anti-seismic method for a cable-stayed tubular bridge, which realizes the anti-seismic effect through piezoelectric friction , can realize fast and precise adjustment of friction force, and has strong vibration damping and buffering effect.
为了实现上述目的,本发明采用的技术方案是:In order to achieve the above object, the technical scheme adopted in the present invention is:
一种斜拉管桥抗震装置,所述斜拉管桥抗震装置包括拉环、驱动器外壳和压电变摩擦阻尼单元;所述驱动器外壳顶部盖有驱动器弧面盖板;所述压电变摩擦阻尼单元置于驱动器外壳内底面上并与驱动器弧面盖板滑动连接;所述拉环置于驱动器外壳外;所述拉环一端与压电变摩擦阻尼单元连接;所述拉环轴向和压电变摩擦阻尼单元轴向垂直。An anti-seismic device for a cable-stayed pipe bridge, the anti-seismic device for a cable-stayed pipe bridge includes a pull ring, a driver casing and a piezoelectric variable friction damping unit; the top of the driver casing is covered with a driver arc cover plate; the piezoelectric variable friction The damping unit is placed on the inner bottom surface of the driver casing and is slidably connected with the arc cover of the driver; the pull ring is placed outside the driver casing; one end of the pull ring is connected to the piezoelectric variable friction damping unit; the pull ring is axially and The axial direction of the piezoelectric variable friction damping unit is vertical.
所述压电变摩擦阻尼单元包括从上自下依次连接的弧面摩擦板、压电驱动装置以及平面摩擦板;所述平面摩擦板与驱动器外壳内底面接触;所述弧面摩擦板与驱动器弧面盖板活动连接;所述拉环与压电驱动装置连接;所述拉环轴向和压电驱动装置轴向垂直。The piezoelectric variable friction damping unit includes an arcuate friction plate, a piezoelectric drive device, and a plane friction plate connected sequentially from top to bottom; the plane friction plate is in contact with the inner bottom surface of the driver housing; the arcuate friction plate is in contact with the driver The curved cover plate is movably connected; the pull ring is connected to the piezoelectric drive device; the axial direction of the pull ring is perpendicular to the axial direction of the piezoelectric drive device.
进一步的,所述压电驱动装置包括驱动器套筒和垫片;所述驱动器套筒内设置压电陶瓷驱动器;所述压电陶瓷驱动器上端与弧面摩擦板接触;所述压电陶瓷驱动器下端经垫片与平面摩擦板接触;所述拉环与驱动器套筒连接;所述拉环轴向与驱动器套筒轴向垂直。Further, the piezoelectric driving device includes a driver sleeve and a gasket; a piezoelectric ceramic driver is arranged in the driver sleeve; the upper end of the piezoelectric ceramic driver is in contact with the arc surface friction plate; the lower end of the piezoelectric ceramic driver The gasket is in contact with the plane friction plate; the pull ring is connected with the driver sleeve; the axial direction of the pull ring is perpendicular to the axial direction of the driver sleeve.
进一步的,所述压电驱动装置还包括设置在压电陶瓷驱动器上端与弧面摩擦板之间的顶紧端子I以及设置在垫片与平面摩擦板之间的顶紧端子II。Further, the piezoelectric driving device further includes a clamping terminal I arranged between the upper end of the piezoelectric ceramic driver and the arcuate friction plate, and a clamping terminal II provided between the gasket and the flat friction plate.
进一步的,所述压电驱动装置为两个,关于平面摩擦板对称分布。Further, there are two piezoelectric driving devices, which are symmetrically distributed with respect to the plane friction plate.
进一步的,所述斜拉管桥抗震装置还包括作动杆、限位杆和限位板;所述作动杆位于驱动器外壳外部,所述作动杆与拉环轴向相同,所述作动杆一端与拉环连接,所述作动杆另一端穿过驱动器外壳与其中一个驱动器套筒连接,所述限位杆和限位板均置于驱动器外壳内,所述限位板置于另一个驱动器套筒外侧,且限位杆穿过限位板与另一个驱动器套筒连接;所述作动杆和限位杆同轴设置。Further, the anti-seismic device of the cable-stayed tubular bridge also includes an actuating rod, a limit rod and a limit plate; the actuating rod is located outside the driver casing, the actuating rod is axially the same as the pull ring, and the actuating rod One end of the moving rod is connected to the pull ring, the other end of the moving rod passes through the driver casing and is connected to one of the driver sleeves, the limiting rod and the limiting plate are placed in the driver casing, and the limiting plate is placed The other drive sleeve is outside, and the limit rod passes through the limit plate and is connected with the other drive sleeve; the actuating rod and the limit rod are arranged coaxially.
进一步的,所述斜拉管桥抗震装置还包括分别缠在作动杆上的复位弹簧II以及限位杆上的复位弹簧I;所述复位弹簧II位于作动杆与驱动器套筒之间;所述复位弹簧I置于限位板与驱动器套筒之间。Further, the anti-seismic device of the cable-stayed tubular bridge also includes a return spring II wound on the actuation rod and a return spring I on the limit rod; the return spring II is located between the actuation rod and the driver sleeve; The return spring I is placed between the limiting plate and the driver sleeve.
一种所述的斜拉管桥抗震装置的抗震方法,包括以下步骤:A kind of anti-seismic method of described cable-stayed pipe bridge anti-seismic device, comprises the following steps:
1)根据实际发生振动的情况,确定出斜拉管桥上的振动点;1) Determine the vibration point on the cable-stayed tube bridge according to the actual vibration situation;
2)将所述的斜拉管桥抗震装置置于的振动点处,拉环与斜拉管桥的斜拉索连接;2) place the anti-seismic device of the cable-stayed tubular bridge at the vibration point, and the pull ring is connected with the stay cables of the cable-stayed tubular bridge;
3)向压电变摩擦阻尼单元施加激励电压,压电陶瓷驱动器发生形变,压电变摩擦阻尼单元产生摩擦预紧力,对斜拉索产生减振作用。3) An excitation voltage is applied to the piezoelectric variable friction damping unit, the piezoelectric ceramic driver is deformed, and the piezoelectric variable friction damping unit generates a frictional pretightening force, which produces a damping effect on the stay cable.
进一步的,所述步骤3)中,施加的激励电压大小与摩擦预紧力大小呈正线性变化。Further, in the step 3), the magnitude of the applied excitation voltage and the magnitude of the frictional pre-tightening force have a positive linear change.
进一步的,所述步骤3)中,压电变摩擦阻尼单元产生的摩擦预紧力越大,抗震作用越强。Further, in the step 3), the greater the frictional pretightening force generated by the piezoelectric variable frictional damping unit, the stronger the anti-vibration effect.
本发明的有益效果是:The beneficial effects of the present invention are:
1、本发明提供的斜拉管桥抗震装置,通过拉环将抗震装置安装在管道两侧的斜拉索上,通过压电逆变效应产生摩擦预紧力,防止斜拉索的振动,阻尼缓冲的能效更好,节约资源。1. The anti-seismic device of the cable-stayed pipe bridge provided by the present invention installs the anti-seismic device on the cable-stayed cables on both sides of the pipeline through the pull ring, and generates friction pre-tightening force through the piezoelectric inverter effect to prevent the vibration and damping of the cable-stayed cables. The buffer has better energy efficiency and saves resources.
2、本发明通过分别设置在压电变摩擦阻尼单元内的压电陶瓷驱动器,将摩擦面的正压力实时调节,通过摩擦面正压力的变化改变摩擦片的预紧力,从而改变摩擦力,能够实现对阻尼器的摩擦力进行快速精准的调节。2. The present invention adjusts the positive pressure of the friction surface in real time through the piezoelectric ceramic drivers respectively arranged in the piezoelectric variable friction damping unit, and changes the pretightening force of the friction plate through the change of the positive pressure of the friction surface, thereby changing the friction force, Fast and precise adjustment of the friction force of the damper can be realized.
3、本发明提供的斜拉管桥抗震装置,通过设有的拉环,使得斜拉索与作动杆的上端快速连接在一起;通过限位螺母将驱动器外壳与作动杆限位连接,作动杆和驱动器套筒以及限位杆和驱动器套筒之间分别设置有复位弹簧,使得抗震装置在断电情况下,可以实现自复位功能,便于下一次的安装使用。3. The anti-seismic device of the cable-stayed tubular bridge provided by the present invention can quickly connect the cable-stayed cable with the upper end of the actuating rod through the provided pull ring; Return springs are respectively arranged between the actuating rod and the driver sleeve and the limit rod and the driver sleeve, so that the anti-seismic device can realize a self-resetting function when the power is cut off, which is convenient for the next installation and use.
附图说明Description of drawings
图1为本发明的斜拉管桥抗震装置正视图的剖视图;Fig. 1 is the sectional view of the front view of the anti-seismic device of the cable-stayed tubular bridge of the present invention;
图2为本发明的斜拉管桥抗震装置的正视图;Fig. 2 is the front view of the cable-stayed tubular bridge anti-seismic device of the present invention;
图中:In the picture:
1—拉环;2—作动杆;3—限位螺母;4—驱动器外壳;5—驱动器弧面盖板;6—弧面摩擦板;7—顶紧端子I;8—预紧螺栓;9—连接杆;10—限位杆;11—限位板;12—复位弹簧I;13—驱动器套筒;14—压电陶瓷驱动器;15—垫片;16—顶紧端子II;17—平面摩擦板;18—复位弹簧II。1—pull ring; 2—actuating rod; 3—limit nut; 4—drive housing; 5—drive arc cover; 6—arc friction plate; 7—top tightening terminal I; 9—connecting rod; 10—limit rod; 11—limit plate; 12—return spring I; 13—drive sleeve; 14—piezoelectric ceramic driver; 15—gasket; 16—top tight terminal II; 17— Plane friction plate; 18—return spring II.
具体实施方式Detailed ways
下面将结合本发明的附图,对技术方案进行清楚、完整地描述,显然,所描述的实施方式仅仅是本发明一部分实施方式,而不是全部的实施方式。The following will clearly and completely describe the technical solutions in conjunction with the accompanying drawings of the present invention. Apparently, the described implementations are only part of the implementations of the present invention, not all of them.
在本发明的描述中,需要理解的是,术语“上”、“下”、“前”、“后”、“左”、“右”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于清楚的描述本发明,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明技术方案的限制。In describing the present invention, it should be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", " The orientation or positional relationship indicated by "outside" and so on is based on the orientation or positional relationship shown in the drawings, and is only for the convenience of describing the present invention clearly, rather than indicating or implying that the referred device or element must have a specific orientation, with a specific Therefore, it cannot be understood as a limitation on the technical solution of the present invention.
本发明提供的斜拉管桥抗震装置,主要用于油气管道-斜拉管桥结构系统的抗风、抗震。本发明利用压电陶瓷的逆压电效应,将电学信号转化为力学信号,通过摩擦面正压力的变化改变摩擦片的预紧力,从而改变摩擦力,实现阻尼缓冲力进行快速精准的调节,使得阻尼缓冲的能效更好,抗震作用好,提升抗震强度,节约资源。The anti-seismic device of the cable-stayed pipe bridge provided by the invention is mainly used for wind resistance and earthquake resistance of the oil gas pipeline-cable-stayed pipe bridge structural system. The invention uses the inverse piezoelectric effect of piezoelectric ceramics to convert electrical signals into mechanical signals, and changes the pre-tightening force of the friction plate through the change of the positive pressure on the friction surface, thereby changing the friction force and realizing fast and accurate adjustment of the damping buffer force. The energy efficiency of the damping buffer is better, the anti-seismic effect is good, the anti-seismic strength is improved, and resources are saved.
实施例Example
参见图1和图2,一种斜拉管桥抗震装置包括拉环1、驱动器外壳4和压电变摩擦阻尼单元;驱动器外壳4顶部盖有驱动器弧面盖板5;压电变摩擦阻尼单元置于驱动器外壳4内底面上并与驱动器弧面盖板5滑动连接;拉环1置于驱动器外壳4外;拉环1一端与斜拉管桥连接;拉环1另一端与压电变摩擦阻尼单元连接;拉环1轴向和压电变摩擦阻尼单元轴向垂直。Referring to Figures 1 and 2, a cable-stayed tubular bridge anti-seismic device includes a pull ring 1, a
压电变摩擦阻尼单元包括从上自下依次连接的弧面摩擦板6、压电驱动装置以及平面摩擦板17;平面摩擦板17与驱动器外壳4内底面接触;弧面摩擦板6与驱动器弧面盖板5活动连接;拉环1与压电驱动装置连接;拉环1轴向和压电驱动装置轴向垂直。The piezoelectric variable friction damping unit includes an arcuate friction plate 6 connected sequentially from top to bottom, a piezoelectric driving device, and a plane friction plate 17; the plane friction plate 17 is in contact with the inner bottom surface of the
压电驱动装置包括驱动器套筒13和垫片15;驱动器套筒13内设置压电陶瓷驱动器14;压电陶瓷驱动器14上端与弧面摩擦板6接触;压电陶瓷驱动器14下端经垫片15与平面摩擦板17接触;拉环1与驱动器套筒13连接;拉环1轴向与驱动器套筒13轴向垂直。The piezoelectric driving device includes a
压电驱动装置还包括设置在压电陶瓷驱动器14上端与弧面摩擦板6之间的顶紧端子I7以及设置在垫片15与平面摩擦板17之间的顶紧端子II16。The piezoelectric driving device also includes a tightening terminal I7 arranged between the upper end of the piezoelectric
压电驱动装置为两个,关于平面摩擦板17对称分布。There are two piezoelectric driving devices, symmetrically distributed with respect to the plane friction plate 17 .
斜拉管桥抗震装置还包括作动杆2、限位杆10和限位板11;作动杆2位于驱动器外壳4外部,作动杆2一端与拉环1连接,作动杆2另一端穿过驱动器外壳4侧壁与其中一个驱动器套筒13连接,限位杆10和限位板11均置于驱动器外壳4内,限位板11置于另一个驱动器套筒13外侧,且限位杆10穿过限位板11与另一个驱动器套筒13连接;作动杆2和限位杆10同轴设置。The anti-seismic device of the cable-stayed tubular bridge also includes an actuating rod 2, a
斜拉管桥抗震装置还包括分别缠在作动杆2上的复位弹簧II18以及限位杆10上的复位弹簧I12;复位弹簧II18位于作动杆2与驱动器套筒13之间;复位弹簧I12置于限位板11与驱动器套筒13之间。The anti-seismic device of the cable-stayed tubular bridge also includes a return spring II18 wound on the actuating rod 2 and a return spring I12 on the
具体的,驱动器外壳4为顶部带有驱动器弧面盖板5的长方形箱体,驱动器外壳4与驱动器弧面盖板5通过预紧螺栓8固定连接,驱动器外壳4内地面上设置平面摩擦板17,平面摩擦板17上放置两个并行的驱动器套筒13,两个驱动器套筒13的中间均放置压电陶瓷驱动器14,且压电陶瓷驱动器14上端均通过顶紧端子I7与弧面摩擦板6接触连接,顶紧端子I7为球状体,球面端与弧面摩擦板6接触连接,压电陶瓷驱动器14下端均经垫片15、顶紧端子II16与平面摩擦板17接触连接,顶紧端子II16上端面为弧形面,弧形面与垫片15接触,弧面摩擦板6与驱动器弧面盖板5滑动接触,驱动器弧面盖板5的下端面和弧面摩擦板6的上端面均设为圆弧结构。Specifically, the
作动杆2一端从驱动器外壳4左侧穿入且与平面摩擦板17上左侧的驱动器套筒13通过螺纹固定连接,作动杆2外部套有复位弹簧II18,复位弹簧II18一端与驱动器外壳4内壁接触,另一端与驱动器套筒13外壁接触;作动杆2另一端置于驱动器外壳4外部并与拉环1连接,作动杆2轴向与驱动器套筒13轴向垂直,作动杆2通过限位螺母3与驱动器外壳4连接,对作动杆2起到限位连接的作用,使得作动杆2保持水平;平面摩擦板17上右侧的驱动器套筒13侧壁上设置限位杆10,右侧的驱动器套筒13的右外侧设置限位板11,限位板11与平面摩擦板17和弧面摩擦板6连接,限位杆10左端与驱动器套筒13通过螺纹固定连接,限位杆10右端向右延伸穿过限位板11置于驱动器外壳4内部,复位弹簧I12左端与右侧的驱动器套筒13侧壁接触,复位弹簧I12右端与限位板11左侧壁接触。One end of the actuating rod 2 penetrates from the left side of the
驱动器外壳4右侧设置连接杆9,连接杆9位于驱动器外壳4外部,通过螺母与驱动器外壳4固定连接,作动杆2、限位杆10和连接杆9三者同轴设置。连接杆9的作用是当驱动器外壳4在斜拉桥上不稳定时,通过连接杆9稳定装置的。The connecting
实施时,本发明采用逆压电效应,产生摩擦预紧力,而逆压电效应指的是,加反向电场,陶瓷片沿极化方向缩短。During implementation, the present invention adopts the inverse piezoelectric effect to generate frictional pretightening force, and the inverse piezoelectric effect means that the ceramic sheet shortens along the polarization direction when a reverse electric field is applied.
本发明斜拉管桥抗震装置的抗震方法,包括以下步骤:The anti-seismic method of the cable-stayed pipe bridge anti-seismic device of the present invention comprises the following steps:
1)根据实际发生振动的情况,确定出斜拉管桥上的振动点;1) Determine the vibration point on the cable-stayed tube bridge according to the actual vibration situation;
2)将斜拉管桥抗震装置置于的振动点处,拉环1与斜拉管桥的斜拉索连接;2) Place the anti-seismic device of the cable-stayed tubular bridge at the vibration point, and the pull ring 1 is connected with the stay cables of the cable-stayed tubular bridge;
3)向压电变摩擦阻尼单元施加逆向激励电压,压电陶瓷驱动器14发生逆向形变,压电变摩擦阻尼单元产生摩擦预紧力,对斜拉索产生抗震作用。3) A reverse excitation voltage is applied to the piezoelectric variable friction damping unit, the piezoelectric
步骤3)中,施加的逆向激励电压大小与摩擦预紧力大小呈正线性变化。压电变摩擦阻尼单元产生的摩擦预紧力越大,抗震作用越强。In step 3), the magnitude of the applied reverse excitation voltage and the magnitude of the frictional pretightening force have a positive linear change. The greater the friction pretightening force generated by the piezoelectric variable friction damping unit, the stronger the anti-seismic effect.
实施时,首先,要根据斜拉管桥自身的设计参数、管道参数、输送的介质、周围环境情况(天气、风力、地震等)等,确当出容易发生振动的点位。During implementation, firstly, the points that are prone to vibration should be determined according to the design parameters of the cable-stayed tubular bridge itself, pipeline parameters, transported medium, and surrounding environmental conditions (weather, wind, earthquake, etc.).
其次,将驱动器外壳4放置在斜拉管桥的桥面上,拉环1与斜拉索连接紧固,通过连接杆9实现驱动器外壳4与桥面的稳固连接。Next, place the
最后,向压电变摩擦阻尼单元内的压电陶瓷驱动器14施加反向激励电压,压电陶瓷驱动器14均发生逆向形变,即在其极化方向上收缩,由于压电陶瓷驱动器14上端通过顶紧端子I7与弧面摩擦板6接触,弧面摩擦板6与驱动器弧面盖板5滑动接触,两个压电陶瓷驱动器14的顶端均向下收缩,弧面摩擦板6产生向下的摩擦力,进而带动驱动器弧面盖板5产生一个向下的摩擦预紧力;压电陶瓷驱动器14下端均经垫片15、顶紧端子II16与平面摩擦板17接触连接,两个压电陶瓷驱动器14底端均向上收缩,平面摩擦板17产生向上的压紧摩擦力;同理,左侧压电陶瓷驱动器14产生向右的收缩,带动作动杆2向右产生拉力,作动杆2带动拉环1拉紧斜拉索,右侧压电陶瓷驱动器14产生向左的收缩,带动限位杆10向左产生拉力,限位板11对移动产生限位,产生阻尼缓冲力,提高抗震效果。Finally, a reverse excitation voltage is applied to the piezoelectric
同时由于由压电陶瓷的特性可知,当在压电陶瓷两端加上逆向电压时压电陶瓷会产生逆向形变,产生形变的大小与所加电压成正比,即形变的大小是受电压控制的,根据压电陶瓷的逆压电效应,将电学信号转化为力学信号,通过摩擦面正压力的变化改变摩擦片的预紧力,从而改变摩擦力,实现摩擦面的正压力实时调节,因此,通过控制压电陶瓷驱动器两端电压的大小来控制产生的摩擦力的大小,对斜拉索起到减振阻尼效应的同时,能够实现对阻尼器的摩擦力进行快速精准的调节;实施时,施加的逆向激励电压大小与摩擦预紧力大小呈正线性变化,压电变摩擦阻尼单元产生的摩擦预紧力越大,抗震作用越强。At the same time, due to the characteristics of piezoelectric ceramics, when a reverse voltage is applied to both ends of piezoelectric ceramics, piezoelectric ceramics will produce reverse deformation, and the size of the deformation is proportional to the applied voltage, that is, the size of the deformation is controlled by the voltage. According to the inverse piezoelectric effect of piezoelectric ceramics, the electrical signal is converted into a mechanical signal, and the pretightening force of the friction plate is changed through the change of the positive pressure on the friction surface, thereby changing the friction force and realizing the real-time adjustment of the positive pressure on the friction surface. Therefore, By controlling the magnitude of the voltage at both ends of the piezoelectric ceramic driver to control the magnitude of the generated frictional force, while having a damping effect on the cable stay, it is possible to quickly and accurately adjust the frictional force of the damper; during implementation, The magnitude of the applied reverse excitation voltage and the magnitude of the friction pre-tightening force have a positive linear change, and the greater the friction pre-tightening force generated by the piezoelectric variable friction damping unit, the stronger the anti-seismic effect.
本发明的斜拉管桥抗震装置,通过设有的拉环,使得斜拉索与作动杆的上端快速连接在一起,再通过限位螺母3,实现驱动器外壳与作动杆的限位连接,通过压电摩擦产生预紧力,拉紧斜拉索,使得阻尼缓冲的能效更好,便于实际使用,节约资源;同时在作动杆和驱动器套筒以及限位杆和驱动器套筒之间均设置有复位弹簧,使得在斜拉管桥抗震装置断电情况下,可以实现自复位功能,便于下一次的安装使用。The anti-seismic device of the cable-stayed pipe bridge of the present invention, through the provided pull ring, the cable-stayed cable and the upper end of the actuating rod are quickly connected together, and then the
以上所述,仅为本发明较佳的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本申请揭露的技术范围内,根据本发明的技术方案及其构思加以等同替换或改变,都应涵盖在本发明的保护范围之内。The above is only a preferred embodiment of the present invention, but the scope of protection of the present invention is not limited thereto, any person familiar with the technical field within the technical scope disclosed in this application, according to the technical solution of the present invention Equivalent replacements or changes to the concepts thereof shall fall within the protection scope of the present invention.
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