防止装置的英文

• arrester

• 防止    prevent; guard against; fore ...
• 装置    installation; device; appara ...
• 崩纬防止装置    filling smash eliminator
• 冲突防止装置    cas collision avoidance system
• 电击防止装置    voltage reducing device
• 飞梭防止装置    wing guard
• 过压防止装置    overpressure prevention means
• 逆火防止装置    antibackfire device
• 潜动防止装置    anticreep device
• 纬斜防止装置    weft strainer
• 吊车超速防止装置    hoist over speed device
• 吊车过头防止装置    hoist over-wind device
• 过负荷防止装置    ol(= over load protecter); over load protecter (olp)
• 织物稀弄防止装置    automatic let back motion
• 轴游转防止装置    shaft locking device
• 锅炉的爆炸防止装置    hydrostat
• 逆止装置    anti-run-back
• 起止装置    start stop equipment; start-stop apparatus
• 锁止装置    locking device; locking system
• 停止装置    arresting stop; shutdown feature; stodevice; stop arrangement; stop gear; stop-gear
• 中止装置    cut-out
• 终止装置    terminal set
• 阻止装置    holdout device
• 安全停止装置    safety stop
• 点火锁止装置    ignition lock system

• Bspc , block system emergency preventive controller
  制御事故波及防止装置东北
• Unpleasant smell prevention device no . 2977549
  恶臭防止装置第2977549
• Cas , collision avoidance system
  冲突防止装置
• It is anticipated that this paper would have some referential value to the design , application and production of falling - off prevention device , in order to accelerate its process of the practicality
  希望本论文的研究成果将对落梁防止系统的设计、应用和生产具有一定的现实参考价值，以加速落梁防止装置的实用化进程。
• Based on the analysis of the highway bridges " damages in the earthquakes of recently twenty years and the introduction of the development and the present technology of the world , the paper has explored a useful falling - off prevention device
  本论文在分析近20年来桥梁震害及其原因和介绍国内外防止落梁技术的发展和现状的基础上，开发了有效的落梁防止装置。
• In this paper , the three level fortification criterion , two stage design method and the elastic response spectrum theory are adopted , and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate . through gathering , analyzing and calculating a lot of bridge design materials , this paper induces a simple way to calculate the relative displacement of the beam and the pier , and then according to the current design method , it concludes a better design principle of the supporting length of the beams . at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges
  本论文采用三水准设防、两阶段设计方法、弹性反应谱计算理论，运用桥梁结构非线性地震响应分析程序nba ( theprogramofnonlinear ? aseismicanalysisforbeambridge )进行计算；通过收集大量的实桥设计资料，经分析计算，归纳总结出计算上下部结构相对位移的简便计算方法；并综合国内外的经验值，提出梁的支承长度se的设计原则；同时运用动力学突加荷载的原理，推导分析了预应力钢绞线式(钢棒连接式)落梁防止装置设计承载力的计算方法和设计伸长量s _ f的取值；最后本文通过实桥计算，说明了落梁防止系统设计的方法。