在振动环境中避免使用液压减震器的案例

Kshitij P. Gawande, P. Wiseman, A. Mayes
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引用次数: 0

摘要

每当在电厂、炼油厂或工艺管道系统中发生不期望的动态事件时,专用支撑和约束装置的任务是保护机械设备和连接管道免受破坏性载荷和位移的影响。可能受到影响的一系列部件包括但不限于管道系统、泵、阀门组件、压力容器、蒸汽发生器、锅炉和热交换器。特别是,可以将动态事件分为两种不同的类型,它们源自内部事件或外部事件。内部动负荷产生事件包括工厂系统启动和关闭、压力激增或阀门快速关闭(如蒸汽和水锤)的冲击、锅炉爆震、管道破裂以及可能是低频或高频振动的运行振动位移。外部动荷载产生事件包括风荷载、地震、飞机对支撑结构和建筑物的撞击、爆炸等。上述大多数产生动态载荷的事件可以很简单地定义为冲击载荷,即在很短的时间内施加的力和力矩,例如,不到一秒。虽然地震荷载可能在一个小时左右的总时间内施加,但峰值荷载和由此产生的位移在峰对峰振幅的基础上更为正弦。在管道行业中,用于吸收和传递冲击事件产生的动态载荷的最常见的特种约束部件之一是液压减震器,也称为缓冲器。缓冲器是一种强大的解决方案,可以保护工厂管道系统和设备免受冲击载荷的影响,同时在日常操作中不限制热位移。在可能以冲击型载荷为特征的动态事件中,缓冲器在管道或其他需要保护的部件与周围结构(例如混凝土或钢)之间提供瞬时的、几乎刚性的轴向连接。这样,动能就可以传递并无害地消散。然而,在振动环境中,冲击载荷和快速平移都没有强加在减振器上,因此,在许多情况下,减振器的预期应用是防止冲击载荷,而减振器的不当选择是抑制振动(除地震)载荷。回顾和讨论了液压减震器设计的细节,以举例说明为什么可以而且应该反对在运行振动环境中的管道系统中使用减震器。
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A Case for Avoiding Hydraulic Shock Suppressors (Snubbers) in the Vibratory Environments
Whenever undesirable dynamic events occur within power plant, refinery, or process piping systems, specialty supports and restraints have the task of protecting the mechanical equipment and connecting piping from damaging loads and displacements. The array of components that may be affected include, but are not limited to, piping systems, pumps, valve assemblies, pressure vessels, steam generators, boilers, and heat exchangers. In particular, the dynamic events can be classified into two distinct types that originate from either internal events or external events. The internal dynamic load generating events include plant system start-up and shut-down, pressure surges or impacts from rapid valve closures such as steam and water hammer, boiler detonations, pipe rupture, and operating vibratory displacements that may be either low frequency or high frequency vibrations. The external dynamic load generating events include wind loads, earthquake, airplane impact to supporting structures and buildings, and explosions. Most of the aforementioned dynamic load generating events can be defined quite simply as impact loads, i.e., forces and moments that are applied over very short periods of time, for example, less than one second. While earthquake loads may be applied over a total time period of an hour or so, the peak loads and resulting displacements occur on a more sinusoidal basis of peak-to-peak amplitudes. One of the most common specialty restraint components utilized in the piping industry to absorb and transfer the dynamic load resulting from impact events is the hydraulic shock suppressor, otherwise known as the snubber. The snubber is a formidable solution to protecting plant piping systems and equipment from impact loading while not restricting the thermal displacements during routine operations. In the dynamic events that may be characterized by an impact type loading, snubbers provide an instantaneous, practically rigid, axial connection between the piping or other component to be secured and the surrounding structure whether it be concrete or steel (for example). In this way, the kinetic energy can be transmitted and harmlessly dissipated. In the vibratory environment, however, neither the impact load scenario nor the rapid translations are imposed upon snubbers, thereby presenting the competing intended application of the snubber to protect against impact loads versus, in many cases, the improper selection of the snubber to dampen vibratory (other than seismic) loads. The details of the hydraulic shock suppressor design are reviewed and discussed to exemplify why a case can and should be made against the use of snubbers in piping systems within an operating vibratory environment.
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