減震橡膠 的英文怎麼說

中文拼音 [jiǎnzhènxiàngjiāo]
減震橡膠 英文
shock absorber rubber
  • : Ⅰ動詞1 (震動) quake; shake; shock; vibrate 2 (情緒過分激動) be greatly excited; be deeply ast...
  • : 名詞1. (橡樹) oak2. (橡膠樹) rubber tree
  • : Ⅰ名詞1 (某些具有黏性的物質) glue; gum 2 (橡膠) rubber 3 (姓氏) a surname Ⅱ動詞(用膠粘) st...
  • 橡膠 : rubber; vulcanizate
  1. Cellular rubber and plastics - determination of dynamic cushioning performance

    泡沫和塑料.動態性能的測定
  2. Rubber products - shock absorber, rubber vavle

    製品-閥門風道補償器
  3. Sole is wear - resistant, skidproof and high - density synthetic rubber. middle sole is shock - absorbent polyamide pad which contains carbon, and makes it stable

    大底採用高密度合成,具有良好的耐磨止滑性。中底使用碳尼龍的支撐片,保證穩定性。
  4. Sole is wear - resistant, skidproof and high - density synthetic rubber. flower design is simple but ground control. middle sole is shock - absorbent polyamide pad which contents carbon, and makes it stable

    大底採用高密度合成,具有良好的耐磨止滑性。底花的設計簡潔,抓地效果優異,中底部分採用碳尼龍的支撐片,保證穩定性。
  5. This machine is comprised of screen box, vibration source and damper, vibrating frame and screen box are connected with 4 - 12 group soft rubber damp - ers fixed up and down, and the centrifugal force is generated therein, the floating ampli - tude is controlled by the damper, by which, material realizes a process of throw and lami - nation filtration downward, and therefore reach - ing the optimized grading and screening ef - fect

    本機由篩箱.振動源及器三大部分組成.振動機架與篩箱連接有4 - 12組軟器上下固定,產生離心力,由器控制浮動振幅,使物料有一個向下拋和向下分層過濾的過程,從而達到最佳分級過篩的效果
  6. Shock eraser insert : thermoplastic rubber core inside a thermoplastic elastomer butt cap is pressure fit into the shaft to reduce frame shock and vibration

    插片:拍柄內置熱塑性內核同熱塑性彈性體,有效少球拍動。
  7. Through studying the working mechanism of the composing, the paper referred the bearing ' s analyzing model and designing flow. through shearing test of high damping rubber, the paper analyzes the influence of shearing shape, shearing strain range and inspiriting frequence on the characteristic parameters ( dynamic shear elastic module, dissipation engineering module, wasted gene ). according to the rule of equivalent energy, the paper gets the hysteretic curve of hdr ' s equivalent bilinear model and parameters ' calculating formula

    本論文通過對這種分離式支座各組成部分工作機理的研究,提出了該分離式支座整體的計算分析方法和設計流程;通過高阻尼剪切試驗,分析了高阻尼剪切面形狀、剪應變幅值、激勵頻率和試件高度對特徵參數(動態剪切彈性模量、耗能模量、損耗因子)的影響。
  8. Hello ! wuhu hetian auto industy co., ltd. professionally manufactures metal _ rubber mountings and suspension control arms for most kinds of vehicles. welcome for query

    您好,蕪湖和田汽車工業有限公司專業生產各車型金屬懸掛件及懸掛鋁控制臂。歡迎垂詢!
  9. Based on analyzing the exploitation and applying of bridge bearing, aiming at the hotspot of bearing research, the paper introduces the isolation bearings " structure and working mechanism. the paper also brings forward a promising isolation bearing model - polysaccharid sliding rubber bearing + high damping rubber damper

    本論文在分析國內外橋梁支座開發應用現狀的基礎上,針對目前橋梁支座開發研究的熱點,對現有支座的構造和工作機理做了簡單的介紹。認為聚四氟乙烯滑板支座+高阻尼阻尼塊分離式支座是一種很有發展前景的支座形式。
  10. Small occupation area and stable mechanical properties, and long - enduring rubber bearing with super shock absorption and fine abrasion resistance to be used

    佔地面積小,機械性能穩定。採用軸承,、耐磨效果好,使用壽命長。
  11. Some stiffness matrices of special elements such as rubber bearings and components with field are derived from primary - secondary and inverse transform in structural matrix analysis. then, seismic response analytical models and non - isolated continuous rigid frame bridges are set up, while considering the interaction of soil - pile - structure and traveling wave effect simultaneously. finally, the seismic time history response of the two models is calculated by means of the finite element method, and the results show that the isolated bridge posses powerful earthquake resistance

    首先論述了公路大跨徑橋梁的地反應分析方法,其中包括樁-土-結構相互作用、行波效應等因素對結構物的影響;其次,利用結構矩陣分析中的主從變換和逆步變換,推演了幾個特殊單元的剛度矩陣,包括層單元和帶剛域構件單元;最後,考慮樁-土-結構相互作用和行波效應的結合,分別建立隔與非隔連續剛構橋地反應分析模型,通過有限元法對兩種結構進行時程分析,結果表明:隔層上部結構的地加速度反應、位移反應均明顯小,這說明隔的連續剛構橋具有很好的抗能力。
  12. Jgd flexible rubber joint is also called shock absorber, pipe shock proof box and soft joint etc., , work pressure, ., ,

    Jgd型可曲撓接頭又稱作振器管道器避喉軟接頭等。
  13. Jdx reduced rubber joint is also called reduced shock absorber, pipe shock absorber, shock proof box, soft joint, flexible joint and high - pressure joint., : 93211315. x., ,

    Jdx型異徑接頭,又稱作異徑振器管道器避喉軟接頭撓性接頭高壓接頭。
  14. Kdfflexible high - pressure rubber joint is also called shock absorber, pipe shock absorber, shock proof box, soft joint, flexible joint, high - pressure joint and flexible rubber joint

    Kdf型可曲撓高壓合成接頭,又稱作振器管道器避喉軟接頭撓性接頭高壓接頭可曲撓合成接頭。
  15. Function and character : flexible rubber joint is also called shock absorber, pipe shock absorber, shock proof box and soft joint etc. it is a pipe joint of high - flexibility, high - gas tightness, resistance to medium and climate. it has such function as the following

    可曲撓接頭又稱作振器管道器避喉軟接頭等,是一種高彈性高氣密性,耐介質性和耐氣候性的管道接頭,它的性能特點有:
  16. Pulsation observation for architectural structure with earthquake - resisting rubber supports and performance analysis of mitigation earthquake for the rubber supports

    支座建築結構脈動觀測與性能分析
  17. This paper introduces the development and present situation of vibration absorb technology in the world ; generally analysis the rubber - bearing ( rb ) and lrb " s operative mechanism, function and the calculation of parameter ; advance the concept of standardization to lrb ; on the basis of generally analyzing the connected factor such as the site category, the diameter of lead bar, the height of bearing, the designing carrying capacity, the span of bridge, the inherent period and the displacement of rb, determine the parameter, the absorbing vibration target, the method and the process of standardization to lrb ; then according to the two - step rule of resisting and defending earthquake, and combining with the response spectrum theory in the seismic vibration of bridge, make a lot of calculation and analysis of vibration absorb design to the real bridge collected and combined by finite element program ; at last, gives the result of standardization through diagram and explains to its usage

    本論文介紹了國內外技術的發展和現狀;綜合分析了普通板式支座和鉛銷支座的工作機理、性能及參數的計算;提出了鉛銷支座標準化的概念;在綜合分析場地土、鉛銷直徑、支座高度、設計承載力、橋梁跨徑、固有周期以及支座變位等影響因素的基礎上,確定了鉛銷支座標準化的參數、目標、方法和過程;並根據抗設防兩階段原則,結合橋梁地振動理論的反應譜法,運用有限元程序對收集和組合的實橋進行了大量設計的計算和分析;最後以圖表的形式給出了鉛銷支座標準化的結果,並說明了其使用方法。
  18. The main research is as follows : analyze and research the boundary constraint and the structure characteristic and segment the frame making use of the shell element, the pipe element etc. on the base of it the practical finite element model has been established ; analyze the mode of the frame by dint of the finite element model. and get the inherent frequency and the vibration mode of the frame. tentatively estimate the dynamic characteristic of the frame and analyze the inherent frequency that may be lead to the resonance

    論文的主要研究工作如下:分析研究車架的邊界條件和結構特性,並用殼、管等單元對該車架進行離散,建立一種切實有效的車架有限元模型;對該車架的有限元模型進行模態分析,求得其的固有頻率和振型,並對車架的動態特性做出初步評估,分析可能引起車架振動的固有頻率;在模態分析基礎上,研究發動機輸出的簡諧力引起的車架位移響應(即諧響應分析) ,以考察摩托車車架各部位的振動情況並與模態分析對比,分析是否與該車架的固有頻率相耦合而導致共振;在深入研究車架的模態分析及諧響應分析、清晰地認識了摩托車車架動態特性的基礎上,分析並提出了採用器對車架進行隔振的方法。
  19. Abstract : at first, the shaking table test of a gravity pier model was done. the comparison between the test data and the theoretical analysis results of the model showed that they are identical to each other. the dynamic model of a whole bridge with gravity piers and lead - rubber bearings was set up. the positive role of lead - rubber bearings on lowering the seismic responses of railway bridge and the seismic character of gravity piers were analysed. some earthquake resistance measures of railway bridge with gravity piers were put forward

    文摘:首先進行了重力式橋墩模型振動臺模擬地試驗,試驗與理論分析結果基本一致;然後建立了採用鉛芯支座的重力式橋墩橋梁全橋體系動力分析模型,計算分析了鉛芯支座對橋梁的、隔作用及重力式橋墩的抗性能,提出了重力式橋墩橋梁的抗措施。
  20. It is discovered, from the analysis of the seismic reaction of the piled jetties with rubber shock absorption seats, that the use of shock absorption seats will help improve the seismic resistance of piled jetties and the use of shock absorption seats will may reduce the maximum bending moment of the fixed end on a pile head to one third of that before the method for reduction of seismic hazards is adopted

    通過對現有高樁碼頭結構導入減震橡膠支座后的地反應分析發現,支座的導入將有利於提高高樁碼頭的抗能力,使樁上部固定端處的最大彎矩小到未前的1 / 3 。
分享友人