grout 中文意思是什麼

grout 解釋
n. 名詞 1. 【建築】薄膠泥，薄漿，石灰漿。
2. 〈英國〉〈常 pl. 〉渣滓。
vt. 及物動詞 【建築】給…灌漿。
vt. 及物動詞 ,vi. 不及物動詞 （豬）用鼻子拱（泥土等）。

  1. The practice of grout solidifying and caulking of the underground hydrology drill after water outburst

    井下水文鉆孔涌水后注漿固孔與堵水實踐
  2. Grout - flow cone efflux time

    薄漿流度錐流出時間
  3. Blocking treatment technology for secondary grout feeding pipe of end - anchor cable of tgp ' s shiplock

    三峽船閘端頭錨索二次進漿管堵塞處理研究
  4. The grout is installed after final adjustment and installation of the roadway wearing surface.

    灌漿是在最終調整和安裝橋面磨耗層以後進行的。
  5. But these were uncased auger-drilled poured pilings, with the grout in direct contact with the native materials.

    不過這些都是露出地面經鉆孔繞灌而成的樁，灰漿同天然材料直接接觸。
  6. Standard test method for sampling and testing grout

    灌漿取樣和試驗的標準試驗方法
  7. Testing and researching on phosphate cement grout

    磷酸鹽水泥注漿漿液的試驗研究
  8. Grout for prestressing tendons. test methods

    預應力鋼筋混凝土構件用泥漿.試驗方法
  9. Underground solidification and induration of cement - clay grout

    水泥粘土漿在地下的固結與硬化
  10. Improving measures for the drilling of solidified grout hole with ingersoll - rand lm - 500c hydraulic drill rig

    露天液壓鉆機鉆鑿固結灌漿孔的改進措施
  11. There are many micro - cracks between the stones and the ossified cement grout

    在粗骨料和硬化水泥沙漿之間有許多微裂紋。
  12. Concrete is the composite multiphase material made up of stones and ossified cement grout

    混凝土是一由粗骨料和硬化水泥沙漿組成的多相復合材料。
  13. Standard test method for water retentivity of grout mixtures for preplaced - aggregate concrete in the laboratory

    在實驗室內進行預置集料混凝土灌漿混合料保水性試驗的標準試驗方法
  14. The paper aimed at the problem caused by pipe jacking construction, first study the pipe jacking construction arts and crafts, study the appropriate terrene range of the difference pipe - jacking machine and their capability characteristic, discuss the key technology step such as grout tchnolege in pipe jacking

    本文針對頂管施工所產生的問題，首先對施工工藝和技術進行了研究，研究了不同機頭的適用土質范圍及各種頂管機的性能特點，並對注漿減摩等施工中的關鍵的技術措施進行了討論。
  15. Grout vent pipe

    灌漿排氣管
  16. And the consumption which are caused by the deformation of the rock mass and the consumption which fill all the void space of the joint can be got. then the block coefficient k of the this geologic condition can be got by the actual consumption of the injection grout in the practical grouting

    本論文中主要通過有限元法來計算巖體的變形，並進而求得由巖體變形引起的那部分注漿量和完全充填節理裂隙的注漿量，再根據實際工程的實際注漿量來計算試驗所代表的地層的充填系數k 。
  17. It is indicated in the test that the influence of loading to strain in the grout was about in the range of 5 ~ 6m, and very weak beyond 4m. the distributions of strain and bond stress in the grout are attenuated in the minus exponential rule

    試驗結果表明，加載對錨固段內的應變影響范圍大致在5 6m左右， 4m以外很微弱；錨固段注漿體內的應變與粘結應力分佈按照負指數規律衰減。
  18. Admixtures for concrete, mortar and grout - test methods - part 5 : determination of capillary absorption ; german version en 480 - 5 : 2005

    混凝土灰漿和灌漿用混合料.試驗方法.第5部分:毛細
  19. Concrete, mortar and grout admixtures. measurement of the percentage of entrained air in fresh concrete using an air meter

    混凝土砂漿和灰漿添加劑.氣量計測定新拌混凝土內封閉空氣的百分比
  20. Standard specification for grout fluidifier for preplaced - aggregate concrete

    預置集料混凝土的灌漿流動機械的標準規范
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