anchor wire 中文意思是什麼

anchor wire 解釋
錨纜
  • 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〈...
  • wire : n 1 金屬線，銅絲，鐵絲，鋼絲；【電學】導線；線路；金屬絲網；【造紙】抄網。2 電信；〈口語〉電報。3...
  1. ( 4 ) the instability problem of the columniation supporting was solved in the construction of side - span. ( 5 ) the circle - steel nip - patch anchor was applied for the thread - snap of the prestressed crude steel wire, the double facility anchor was used for deeling with the slip - wire of steel wring

    （ 4 ）在邊跨直線段施工中，採用一端設立柱另一端吊掛在已合攏梁段上的梁式膺架，解決了支柱支承在古錯落體上的不穩定問題。
  2. Application of wire meshes beam and cable anchor in large fault roadway of composit roof

    錨梁網索支護在復合頂板大斷面煤巷中的應用
  3. Application of combine supporting of bolting with wire mesh and guy anchor in compound roof

    錨網加錨索聯合支護在復合頂板中的應用
  4. Citing five - meter - high nanfei river rubber dam in hefei, one of the highest double - anchor water rubber dam in china as an example, while deeply analyzing some representative rubber dam projects in china, the article theoretically exploits the relationships among some technical parameters such as anti - pull intensity, internal pressure ratio, circum - oriented relative extending rate, etc. also has the author brought up his own opinion on rubber dam design & calculation theory, which is of high theoretical and applicative value for parameter optimization and combination of water rubber dam with a height of above 3. 5 meters. it also helps when building over - five - meter - high rubber dam using seamless rubber dam and rubber dam with steel wire as its frame. this article also exploits safety measures for designing & building rubber dam in navigation areas

    本文以充水式雙錨固橡膠壩目前國內最高（壩高5m ）之一的合肥市南淝河橡膠壩工程為例，並在對全國目前已建橡膠壩代表工程進行深入分析的基礎上，對壩袋的抗拉強度、內壓比、環向相對伸長率等技術參數之間的關系進行了理論探討和研究，並對橡膠壩設計計算理論提出了自己的見解和看法，對指導設計壩高3 . 5m以上的充水式橡膠壩技術參數的優化組合具有重要的理論和應用價值，特別對應用無搭接縫橡膠壩、鋼絲網骨架橡膠壩建造壩高大於5m的橡膠壩具有指導意義。
  5. This paper also presents the methods of controlling unstressed length of cable, pre - displacement of saddle, anchor span tension, erection of wire strands, the fixed position for erecting cable band and cable length. determination and control approach of displacement of saddles during cable erection are also introduced. at the same time, the change course of linetype during construction period for suspension bridge is analyzed

    再次，介紹了懸索橋的施工控制內容與方法，利用軟體sgkz2000對多座懸索橋進行了施工計算，提出本文關于懸索橋的主纜無應力長度控制、索鞍預偏量控制、錨跨張力控制、絲股架設控制、索夾安裝位置與吊索長度控制的方法；介紹了吊梁階段鞍座頂推量的確定與控制方法，分析了施工階段懸索橋的線形變化過程。
  6. Probe into the prestressed anchor wire construction technology

    預應力錨索施工技術探討
  7. ( 5 ) the software combines anti - slide pile with anchor wire anti - slide pile, apply the matrix analyses method to design anti - slide pile. and 3 anchor wires on the anti - slide pile

    （ 5 ）軟體將普通抗滑樁與錨拉抗滑樁進行有機地結合，抗滑樁設計採用矩陣分析法，錨拉樁設計可考慮3排錨索。
  8. ( 6 ) the thesis puts forward the pile - top displacement control method, and it can account the least force of the anchor wire on anti - slide pile

    （ 6 ）本文提出了錨拉抗滑樁錨拉力計算的樁頂位移控製法，計算控制樁頂位移所需的最小錨拉力。
  9. Fittings for overhead contact system of electrification railway - part 5 : mid - anchor clamp for contact wire

    電氣化鐵道接觸網零部件第5部分：接觸線中心錨結線夾
  10. Fittings for overhead contact system of electrification railway - part 6 : mid - anchor clamp for messenger wire

    電氣化鐵道接觸網零部件第6部分：承力索中心錨結線夾
  11. 1 toyo mulching is a double layer of non - woven fertilizer strip which is installed inside the three dimension pvc coated wire mesh and fixed on any non - soil surface slope with galvanized mild steel anchor and sub - anchor to provide full vegetation cover to the slope

    1直身吹附法是將兩層帶狀肥料及植物種子安裝在鐵網中，並利用金屬勾穩固在噴漿斜坡上，使斜坡表面達至綠化效果。
  12. Combining the code for technique of building foundation pit engineering, the combination supporting scheme of prestressed anchor wire and anchor arm for a deep foundation ditch in guiyang city is introduced

    摘要結合現有的基坑土釘支護設計規范，通過合理分析計算，介紹了貴陽某綜合樓基坑支護中預應力錨索錨桿聯合支護方案。
  13. Research and application of step type three - phase anchor wire support technology

    階梯式三相錨索支護技術的研究
  14. The new method of soil nailing with micro - pile and pre - stressed anchor wire was used to control the deformation of deep excavation

    採用微型樁預應力錨索配合土釘支護的新型復合土釘支護方案，經有限元計算對復合土釘和一般土釘的兩種方案變形曲線進行對比、分析。
  15. On the basis of stability analysis, the author takes the k27 + 825 slope from the type of slope which has lest stability as an example. according to its basic feature, the design ueses the choosed best reinforce and control scheme : lattice beam, anchor wire, grouting and abstraction of water. in the course of design, the author takes into account not only reasonable optimize of whole control plan but also local measure such as whether the unstable block will shear from vnlnerable sections when control plan is laid out concretely, in order to reach the goal of reasonable design and effective control

    在穩定性分析的基礎上，以邊坡穩定性最差的一類中的k27 + 825邊坡為例，結合其自身的特點，用優選出的加固防治方案：框架梁+錨索斗灌漿+排水進行設計，設計中既考慮總體防治方案的合理優化，又充分考慮了加固工程的具體布置時是否存在不穩定體從錨索或框架梁的薄弱部位剪出的可能性等一些細部措施，以達到合理設計，有效及經濟治理的目的。
  16. In order to optimize the perpetuation tensioning tonnage of prestressed pier anchor wire of goupitan arch dam, first the scheme contrast method is adopted to define the perpetuation tensioning tonnage combination of the primary and secondary anchor wire, but the optimization result is that the pull - anchor coefficient is too big ; then the body form of the pier is optimized ; finally the anchor wire perpetuation tensioning tonnage is optimized by using ansys optimization design module based on parametric fem, the optimization result is acceptable and the pull - anchor coefficient is lowered down

    摘要為優化構皮灘拱壩中孔預應力閘墩錨索永存張拉噸位，首先採用方案優選的方法確定主次錨索永存張拉噸位組合，但優選結果拉錨系數偏大，再對閘墩體型進行優化，然後採用基於參數化有限元的ansys優化設計模塊對主次錨索永存張拉噸位進行優化，優化結果滿足應力控制要求，降低了拉錨系數。
  17. Numerical simulation study on laws of strata behavior in seam roadway for fully mechanized sub - level caving face supported by bolt - wire mesh - anchor

    錨網索支護綜放全煤巷道礦壓顯現規律數值模擬研究
  18. Application of combined support technique with cable anchor and wire mesh

    錨索錨網梁聯合支護技術的應用
  19. Practice of coupling support with cable anchor and wire mesh for typical compound roof

    典型復合頂板錨網索耦合支護實踐
  20. Based on the calculated results, the stability of surrounding rock of some tunnel and the shoring ' s rationality are evaluated. the shoring structure includes anchor, wire mesh, liner, skew cancelled steel framework and so on

    基於計算成果，分析、評價某地下隧洞圍巖的穩定性；評價錨桿支護、噴網、襯砌及格柵鋼架等支護的合理性。
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