灌漿錨 的英文怎麼說

中文拼音 [guànjiāngmáo]
灌漿錨 英文
grouted anchor
  • : Ⅰ動詞1 (輸水澆土) irrigate 2 (倒進去; 注入) pour in; fill 3 (飲酒; 勉強他人飲酒) drink wine...
  • 漿 : 漿同「糨」
  • : 名詞(鐵制的停船設備) anchor
  • 灌漿 : 1 (澆灌灰漿) [建築] grout; grout in; grouting; grouting up; [采礦工程] injection2 [植物學] (穀...
  1. In the excavating process of the left bank, such methods as concrete embolism, consolidation grouting > cable strengthening and bailing shoud be used when the fault f5 is round. on the right bank, the system anchorage and bailing methods shoud be used. it is surgested that the prestressed cable shoud be used to deal with the deterministic blocks. and the prestressed anchor to the undeterministic blocks

    左岸拱肩槽邊坡在開挖施工至斷層f5附近時,要使用混凝土栓塞、固結漿索加固及排水等措施以防止巖體失穩。右岸拱肩槽邊坡開挖過程中要採取系統固及排水防滲等措施,以防止個別潛在不穩定的邊坡失穩。
  2. Based on the analysis of problems of previous bridge bearings after installation, for installation of the bearings of lhasa river bridge, the construction method of grouting epoxy resin mortar into anchor bolt holes of a bearing with the aid of potential energy of base plates of the bearing is used

    摘要結合分析以往橋梁支座施工后留下的隱患,拉薩河特大橋支座採用栓孔注環氧樹脂砂漿,底板位能壓漿的安裝方法。
  3. Effect on carrying capacity of pre - stressed soil anchor about grouting technique

    漿工藝對土層預應力桿承載力的影響
  4. In qingdao, this system has become one of main technologies in the field of deep foundation trench. the technology of anchor shot, which appeared 50 years ago in foreign countries, was only a temporary supporting measure during constructing

    噴技術,在國外50年代前,只是作為施工過程中的一種臨時性措施, 50年代中後期出現了灌漿錨桿和噴射砼,而作為基礎支護的定工法於60年代在歐洲開始普及。
  5. 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+索斗漿+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。
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