樁夾 的英文怎麼說

中文拼音 [zhuāngjiā]
樁夾 英文
pile holder
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  • 夾 : 夾構詞成分。
  1. Contact nonlinear finite element analysis on the pressing block tooth in underwater skirt pile gripper

    基於接觸的水下夾樁器壓塊齒非線性有限元分析
  2. Underwater skirt pile gripper ( uspg ) was a hydraulic gripper widely applied in construction of offshore oil platform

    摘要水下夾樁器是一種廣泛應用於海洋石油平臺建設的液壓夾具。
  3. A brief discussion about the rammed cast - in - situ pile applying in deep thick soft soil containing thin hard interlayer

    淺論夯擴樁在深厚軟土夾薄硬持力層上的應用
  4. According to the special stratum condition 、 soil parameter 、 pile frame system in the protecting landslide of hongtian jianfeng in yongan city in fujian province, compile a fem program of plane strain and analyze the interaction by nonlinear fem on intensity discount. in the program, duncan - chang model is applied to earth, elasticity model is applied to pile and rock ; goodman element is set between pile and rock - earth and applied to simulate sliding plane and flexible floor ; sequential pole elements with original stress are applied to anchor cable

    在程序中土體採用了duncan - chang雙曲線本構模型，樁和錨固層以下的巖體採用了線彈性本構模型，並且在樁和巖土體間設置了無厚度的古德曼（ goodman ）單元，對于軟弱夾層和已知的滑裂面也採用古德曼單元模擬，錨索採用的是具有初始應力的連續桿單元模擬。
  5. The bridge is located on the alluvial plain in the front of pearl river sloping field. its piles pass through weak soil layer, sandy clay and gravel stratum ; piles " sustaining layer sits in weak - weathering or faint - weathering mudstone

    該橋位於珠江三角洲坡前沖積平原，採用樁基穿越軟土、亞粘土、砂土和礫砂，持力層置於弱風化和微風化的泥質砂巖和泥灰巖夾泥巖中。
  6. Check ring joint ( crj ) structure was utilized in uspg

    卡環式連接結構被應用於水下夾樁器。
  7. The clamping fingers for a " stake - type " fixture should be made from a nonmagnetic material

    用於樹樁形的夾具應用非磁性材料製作
  8. Constructive method of pile foundation under karst double layer geology and common situations handling

    巖溶夾層地質樁基施工方法及常見情況處理
  9. Meanwhile, how the soft interlayer of different place or different thickness affects the load transfer laws and the deforming characteristics of composite foundation are studied, to get the academic basis of the opinion that the hard surface layer should be protect to be utilized and the bearing layer should be good soil

    同時，分析軟弱夾層在不同位置以及不同厚度對復合地基荷載傳遞規律和變形特性的影響，得出保護硬殼層和樁端選擇較好持力層的理論依據。
  10. The main achievement of the paper is to recommend the 90 point as the best place for sensor by the contrast of numerical calculation results and test signals. on the point the high frequency disturbing signal was weakened very much when the load impulse was changed, which could be explained when vibration shape was considered

    本文最重要的工作是通過數值計算與實驗的對比確定點擊脈沖荷載作用下傳感器的最佳接收位置，即距離加載點相對于管樁截面中心夾角為90的點。
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