CN208250896U - A kind of hydraulicdriven accelerating quality damping system - Google Patents
A kind of hydraulicdriven accelerating quality damping system Download PDFInfo
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- CN208250896U CN208250896U CN201820594805.7U CN201820594805U CN208250896U CN 208250896 U CN208250896 U CN 208250896U CN 201820594805 U CN201820594805 U CN 201820594805U CN 208250896 U CN208250896 U CN 208250896U
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Abstract
本实用新型提供了一种液压传动的加速质量阻尼系统。该液压传动加速质量阻尼系统包括调谐质量块、液压传动器、弹簧和连接件,可以有效的减少地震力产生的主梁的纵向位移,从而减小桥墩的弯矩。在主梁的底部设置连接件,与桥墩上的液压传动器连接;液压传动器为两个连在一起的不同直径的油缸,大直径活塞与主梁相连接,小直径活塞与质量块相连接;在桥墩处设置竖向运动的质量块,用钢丝绳与液压传动器相连;质量块的下端连接弹簧。主梁在地震时获得的动能经液压传动器传递给调谐质量块,液压传动器能够把质量块的速度放大,使质量块吸收更多的动能,从而减小主梁的动能,达到减震的目的。
The utility model provides a hydraulic transmission acceleration mass damping system. The hydraulic transmission acceleration mass damping system includes tuning masses, hydraulic actuators, springs and connectors, which can effectively reduce the longitudinal displacement of the main girder generated by the earthquake force, thereby reducing the bending moment of the bridge pier. A connecting piece is set at the bottom of the main girder to connect with the hydraulic actuator on the pier; the hydraulic actuator is two oil cylinders of different diameters connected together, the large diameter piston is connected to the main girder, and the small diameter piston is connected to the mass block ; A mass block moving vertically is set at the bridge pier, which is connected with a hydraulic actuator by a steel wire rope; the lower end of the mass block is connected with a spring. The kinetic energy obtained by the main beam during an earthquake is transmitted to the tuning mass through the hydraulic actuator. The hydraulic actuator can amplify the speed of the mass and make the mass absorb more kinetic energy, thereby reducing the kinetic energy of the main beam and achieving shock absorption. Purpose.
Description
技术领域technical field
本实用新型属于桥梁结构被动控制技术领域,涉及到桥梁的减震技术,特别涉及到一种液压传动的加速质量阻尼系统。The utility model belongs to the technical field of passive control of bridge structures, relates to the damping technology of bridges, and particularly relates to a hydraulic transmission acceleration mass damping system.
背景技术Background technique
大跨径桥梁在地震时,主梁的纵向位移较大,主梁的惯性力会传递给桥墩、桥台或索塔,造成这些结构承受较大的弯矩。目前通常的减震方法有:(1)在主梁与桥墩、桥台或索塔之间采用粘滞阻尼器;(2)采用抗震支座。常规的调谐质量阻尼器(TMD)虽然具有一定的减震功能,但需要经过足够的时间才能消耗地震的动能,而地震中的动能会在很短的时间就传递给结构,因此调谐质量阻尼器应用在桥梁上的地震减震效果不明显。When a long-span bridge undergoes an earthquake, the longitudinal displacement of the main girder is large, and the inertial force of the main girder will be transmitted to the piers, abutments or cable towers, causing these structures to bear large bending moments. At present, the usual shock absorption methods are: (1) using viscous dampers between the main girder and bridge piers, bridge abutments or cable towers; (2) using anti-seismic bearings. Although the conventional tuned mass damper (TMD) has a certain shock absorption function, it takes enough time to consume the kinetic energy of the earthquake, and the kinetic energy in the earthquake will be transferred to the structure in a short time, so the tuned mass damper The seismic damping effect applied to bridges is not obvious.
实用新型内容Utility model content
本实用新型提供了一种液压传动的加速质量阻尼系统,包括调谐质量块、液压传动器、弹簧和连接件。该实用新型的优点是可以有效地控制主梁振动,从而减小地震对桥墩、桥台及索塔等结构的破坏。本实用新型还便于安置在现有的桥梁结构中,方便施工。The utility model provides a hydraulic transmission acceleration mass damping system, which comprises a tuning mass block, a hydraulic transmission device, a spring and a connecting piece. The advantage of the utility model is that it can effectively control the vibration of the main girder, thereby reducing the damage to structures such as bridge piers, bridge abutments and cable towers caused by earthquakes. The utility model is also convenient to be placed in the existing bridge structure and convenient for construction.
本实用新型的技术方案:Technical scheme of the utility model:
一种液压传动的加速质量阻尼系统,包括主梁1、液压传动器2、弹簧3、质量块4、滑道5和连接件6;主梁1底部或端部连接连接件6的一端,连接件 6的另一端与液压传动器2连接,通过连接件6将桥梁的振动传递至液压传动器 2;液压传动器2在传递运动的过程中可以放大作用效果,再通过弹簧3连接到质量块4,质量块4在滑道5内振动,吸收主梁传来的动能,起到控制主梁振动的作用;所述的液压传动器2为两个连在一起的不同直径的油缸,大直径活塞与主梁1相连接,小直径活塞与质量块4相连接。An accelerated mass damping system for hydraulic transmission, including a main beam 1, a hydraulic actuator 2, a spring 3, a mass block 4, a slideway 5 and a connecting piece 6; the bottom or end of the main beam 1 is connected to one end of the connecting piece 6, and the The other end of the piece 6 is connected to the hydraulic actuator 2, and the vibration of the bridge is transmitted to the hydraulic actuator 2 through the connecting piece 6; the hydraulic actuator 2 can amplify the effect in the process of transmitting the movement, and then connects to the mass block through the spring 3 4. The mass block 4 vibrates in the slideway 5, absorbs the kinetic energy transmitted from the main beam, and plays a role in controlling the vibration of the main beam; the hydraulic actuator 2 is two oil cylinders of different diameters connected together, and the large diameter piston and The main beam 1 is connected, and the small-diameter piston is connected with the mass block 4 .
本实用新型的效果和益处是:把主梁水平方向的振动通过传动连杆传递给液压传动器,由于液压传动器油缸的直径不同,因此可以使质量块产生更高的速度,且速度的方向可以转变到竖直方向,质量块吸收了主梁的动能而起到明显的减震效果又与地震的方向不耦合。The effect and benefit of the utility model are: the vibration in the horizontal direction of the main girder is transmitted to the hydraulic actuator through the transmission connecting rod. Since the diameters of the oil cylinders of the hydraulic actuator are different, the mass block can generate a higher speed, and the direction of the speed It can be transformed into the vertical direction, and the mass block absorbs the kinetic energy of the main beam to play an obvious damping effect and is not coupled with the direction of the earthquake.
附图说明Description of drawings
图1是一种液压传动的加速质量阻尼系统示意图。Fig. 1 is a schematic diagram of an accelerated mass damping system of a hydraulic transmission.
图中:1主梁;2液压传动器;3弹簧;4质量块;5滑道;6连接件; 7桥墩。In the figure: 1 main girder; 2 hydraulic actuator; 3 spring; 4 mass block; 5 slideway; 6 connecting piece; 7 pier.
具体实施方式Detailed ways
以下结合技术方案和附图详细叙述本实用新型的具体实施方式。The specific embodiment of the utility model is described in detail below in conjunction with technical scheme and accompanying drawing.
实施例Example
桥梁跨径布置为3×40米的三跨连续连,宽度为21米,主梁为钢箱梁。在主梁1的端部设置水平连接件6,与固定的液压传动器2连接;桥梁在地震作用下振动时,会通过连接件6把振动传递到液压传动器2;液压传动器2为两个连在一起的不同直径的油缸,大直径活塞与主梁相连接,小直径活塞与质量块相连接,两个活塞的面积比就是该机构的传动比,这里取为4;液压传动器2在传递运动的过程中可以放大作用效果,再通过弹簧3连接到质量块4;在每个梁端处设置1个竖向运动的质量块1,每个质量块1重5吨;这样调谐质量块1沿滑道5在竖直方向震动;从而起到控制主梁振动的效果。The span of the bridge is arranged as a three-span continuous connection of 3×40 meters, with a width of 21 meters, and the main girder is a steel box girder. A horizontal connector 6 is set at the end of the main girder 1 to connect with the fixed hydraulic actuator 2; when the bridge vibrates under the action of an earthquake, the vibration will be transmitted to the hydraulic actuator 2 through the connector 6; the hydraulic actuator 2 is two Two oil cylinders of different diameters connected together, the large diameter piston is connected with the main beam, and the small diameter piston is connected with the mass block, the area ratio of the two pistons is the transmission ratio of the mechanism, which is taken as 4 here; In the process of transmitting motion, the effect can be amplified, and then connected to the mass block 4 through the spring 3; a mass block 1 that moves vertically is set at each beam end, and each mass block 1 weighs 5 tons; The block 1 vibrates in the vertical direction along the slideway 5; thus, it has the effect of controlling the vibration of the main beam.
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