working anchor 中文意思是什麼

working anchor 解釋
受力錨
  • working : adj 1 工作的,從事勞動的。2 操作的,作業的。3 工人的。4 (用於)實際工作的,任事的;使用(中)的...
  • anchor : n 1 掛錨;錨狀物。2 樁,支架。3 〈比喻〉依靠。4 【體育】一隊運動員中最後參加比賽的人;殿後的人〈...
  1. The existing theoretical analyses have n ' t refelcted this true mechanism of the force transfering in fixed segment of anchor bar. for the sake of studying the working course from elastic to elastoplasticity slide better, this paper put forward shear stress - displacement curve, and solve the internal force distribution along anchor bar by the basic equntion. at the same time, this paper analysize the difference of columniform fixed segment and the segmeng with anchor slab at the foot of anchor bar

    為了更好的研究錨桿在不同荷載作用下,錨桿的工作狀態從彈性到彈塑性發展的整個過程,本文進行了錨桿受力的模型實驗研究,根據實驗結果提出了剪應力與位移的彈塑性本構關系表達式,並根據錨桿受力的基本方程,求解得出了錨桿在不同工作狀態下從彈性到彈塑性滑移的全過程中錨桿的內力分佈。
  2. " anchor " have developed new resin bonding " bsd " " bsw " which are special designed for surface grinding to achieve better cutting ability and longer wheel life. the performance of cutting ability is remain the same level and continued for a long time. wheel dressing times and wheel consumption can be reduced to minimum for improving working efficiency and making total grinding cost down

    平面研磨發展至今,趨往高精度高精密之研磨要求而研磨材質也演變成選用高硬度及難研削材,因此,在整體研磨加工要求變的如此嚴苛情形下,嘉寶特別新開發bsd及bsw平面研磨專用樹脂結合劑,此新開發之結合劑用於平面研磨時能發揮出比以往製品更佳之切削力及耐用度表現,且其優異的切削表現能長時間持續,可大幅減低砂輪修整次數及砂輪損耗,進而提升工作效率降低整體研磨成本。
  3. Working mechanics and applications of anchor static jacked pile

    錨桿靜壓樁工作機理及應用
  4. Application of anchor cablle in support of mine working

    錨索支護在井巷支護中的應用
  5. The application of reinforced concrete counter sprayed anchor sustain art in the upper pipe working well

    鋼筋混凝土噴錨逆作法支護技術在頂管工作井中的應用
  6. The mast is raised to the working position by a pair of hydraulic cylinders, and is locked in the vertical drilling position by two hydraulically actuated mast anchor pins

    支架通過一對液壓缸提升到工作高度,並通過兩個液壓啟動的錨定銷鎖定在垂直鉆進位置。
  7. The present design specification and technical standard assume the uniformly distribution of shear stress, but this design assumption does not correspond with the actual working status of anchor bar

    現行有關設計規范和技術標準均採用剪應力均勻分佈假設進行設計,但這種設計假設與錨桿受力的實際情況不相符合。
  8. Each unit anchor has its own individual tendon, its own unit fixed length of borehole, and is loaded with its own unit stressing jack which ensures that the load in all unit anchors is always identical. the total working load of the anchor is beard by each fixed anchor length of all units in staggered depth in the borehole and by means of respective bearing bodies, the tension loads applied to the plastic coated strands are changed into the compression loads on the grout of each fixed anchor length, then the total working load can be divided into several smaller loads and transmitted to the rock mass and soil in different locations in dispersed compression

    壓力分散型錨索是在一個鉆孔中安裝若干個錨索單元,每個單元都有自己的桿體和錨固段,在張拉時分別承受相同的工作荷載;錨索總的錨固力由分散布置於鉆孔不同深度處的這些單元錨索的錨固段來共同承擔,並利用各單元的承載體將無粘結錨索的拉力轉化為對錨固段注漿體的壓力,從而將錨索總的錨固力以壓力形式分散作用於不同深度的巖土體上。
  9. The distance from figure center of the parabola to the potential slide surface is less than half of the section length. mechanical conditions of this method include not only force equilibrium but also moment equilibrium. as for the beam - on - foundation, its pressure can be calculated by homogeneous hypothesis or winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximatively on the long term working step

    對于樁在滑面以上段所受的坡體荷載,提出可按形心偏下的拋物線型分佈模式計算,並在滿足力的平衡條件的同時還滿足力矩平衡條件;對于地樑上作用的坡體荷載,提出在錨索張拉階段可按均布或溫克爾( winkler )地基假定或彈性半無限體地基假定來計算,在工作階段則一般可以近似按庫侖主動土壓力理論計算。
  10. Slope pressure on the beam - on - foundation can be calculated by winkler foundation hypothesis or infinite half elastic foundation hypothesis on the pulling anchor - cable step and by coulomb active earth pressure theory approximately on the long term working step. in addition, calculation methods of internal force of prestressed anchor - cable beam - on - foundation are provided

    對于作用於地樑上的坡體荷載,提出在錨索張拉階段可按winkler地基假定或彈性半無限體地基假定來計算,在工作階段則一般可以近似按庫侖主動土壓力理論計算。
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