注漿孔 的英文怎麼說

中文拼音 [zhùjiāngkǒng]
注漿孔 英文
injected hole
  • 注 : Ⅰ動詞1 （灌入） pour; irrigate 2 （集中） concentrate on; fix on; focus on 3 （用文字來解釋字句）...
  • 漿 : 漿同「糨」
  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. The application of long - hole intubation grouting in wujia coal mine

    長孔插管注漿法在伍家礦的運用
  3. Harness technology for karst water in ordovician limestone with underground grouting of hole

    井下鉆孔注漿治理奧灰水技術
  4. The porous hydroxyapatite bioceramics prepared by the casting formation

    注漿成型法制備多孔羥基磷灰石生物陶瓷
  5. Application of deep - hole pre - splitting blast and coal body reinforcement technique by metal skeleton and grouting in a face by crosscut for exposing coal seam

    深孔控制預裂爆破與金屬骨架注漿加固煤體技術在石門揭煤工作面的應用
  6. Cement injection of perforating holes in a frozen pipe is a wholly - new technology for consolidating shaft wall rock and stopping water of frozen shafts in coal mines

    凍結管射孔注漿是在對石油輸油井射孔技術和地面注漿技術進行研究的基礎上，開發出的一種用於煤礦凍結井筒圍巖加固和堵水的全新技術。
  7. Abstract : cement injection of perforating holes in a frozen pipe is a wholly - new technology for consolidating shaft wall rock and stopping water of frozen shafts in coal mines

    文摘:凍結管射孔注漿是在對石油輸油井射孔技術和地面注漿技術進行研究的基礎上，開發出的一種用於煤礦凍結井筒圍巖加固和堵水的全新技術。
  8. The technology, which is developed on the basis of perfora ting techniques for oil wells and cement injection techniques, can not shoot thr ough the frozen pipe wall at predetermined ground location using energy - gatheri ng - blasting techniques, but also consolidate shaft wall rock by cement injectio n and filling along the frozen pipe and perforated hole s trajectories, achievi ng leakageproof of shaft walls and reducing vertically - added force

    它利用聚能射孔爆破技術，在預定地層位置將凍結管射穿，同時在地面利用凍結管及射孔彈道對特定地層進行注漿充填加固，既可實現井壁堵漏，又能減少由於地層沉降對井壁的垂直附加力。
  9. Application of complex grouting method in man - dig pile construction

    注漿在人工挖孔樁事故處理中的應用
  10. In situ test and construction of two - shot grouting for waterproof of man - hole - pile

    綜合注漿法在人1挖孔樁施工中的應用
  11. The analysis of excess pore water pressure generated by high pressure jet grouti ng

    高壓噴射注漿法產生的超孔隙水壓分析
  12. Bored pile - jet grouting supporting structure

    鉆孔灌注樁與噴射注漿組合支護結構
  13. Gin is the abbreviation for grouting intensity number. it is showed by the product of the final grouting pressure p ( unit : mpa ) on the grouting section and the grouting volume v ( unit : l / m ) on every one meter of the grouting section, which means the energy consumed on every one meter of grouting section. according to gin method, if during the grouting construction, same energy is consumed on every grouting section, i. e. gin keeps to be a constant, an approximately uniform impervious curtain can be obtained

    Gin （ groutingintensitynumber ）即灌漿強度值，它用灌漿孔段上最終的灌漿壓力p （ mpa ）和單位灌漿段長度漿液灌注量v （ l / m ）的乘積表示，其含義為單位灌漿段上消耗的能量， gin法灌漿認為在灌漿施工中，保持各灌漿孔段上消耗一致的能量，即保持gin為常數，便可形成一道大致均勻的防滲帷幕。
  14. Bored pile post - grouting for the building of the production control center of fuzhou water company

    福州自來水公司生產調度中心大樓鉆孔灌注樁后注漿技術
  15. Line meter ( m ) and grout take ( t ) method were taken successively for measurement of grouting quantity in china

    我國灌漿工程的工程量主要採用灌漿孔進尺（延長米， m ）和灌漿注入量（ t ）兩種方法計量。
  16. Application for penetration of gas hole, water - discharging hole and grout hole under coal mine

    適用於煤礦瓦斯抽放孔放水孔注漿孔的鉆進。
  17. In this section the author analyses the rules of the pile ultimate tip resistance and the shaft friction resistance distribution and their exertion of cast - in - place socketed piles instrumented with strainometers in soft muddy rock. the second aspect of the paper is the analysis on the current rock pile vertical bearing capacity in the four standards gb50007 - 2002, tb 10002. 5 - 99, jtj024 - 85 and jgj94 - 94, then the design method with correlated formula of socketed piles in xigeda - mudstone is given. at the end of this paper, based on the research of pressure grouting technique in recent years, and combined with in - site test result, this paper puts forward the design and calculation method to grouted pile in xigeda - mudstone and the principle of choosing grouting parameters, which provid es experiences for applying this technique and further studying

    本論文結合省級科研項目「西攀高速公路昔格達組泥巖層中鉆孔樁提高承載力的研究」 ，所做的研究工作主要在以下三個方面：一是根據8根樁身內埋設量測元件試樁的單樁豎向靜載荷試驗資料，分析了各試驗樁特別是常規沖孔灌注嵌巖樁在昔格達泥巖中的軸向力、側摩阻和樁端阻力的分佈和發揮規律；二是在討論現行規范對嵌巖樁承載力的計算公式的基礎上，探討了在昔格達泥巖層中的沖孔灌注嵌巖樁的側摩阻和端阻的計算方法，並推薦了相應的計算公式；最後，在吸取近年來對灌注樁后注漿技術研究成果的基礎上，結合現場試驗研究結果，分析了該項技術在昔格達巖層中的應用效果，提出了相應的參數選取，從而為壓力灌漿技術的工程應用和進一步研究提供經驗，並為今後在該地層中合理選用樁型以及指導施工提供了依據。
  18. Length determine and installation of borehole orifice - pipe for grouting in the excavation face of shaft and drift

    井巷工作面注漿孔口管的長度確定與埋設
  19. The experiment also proves that it is important that the position and order of grouting holes are arranged properly

    試驗還表明，合理的布置注漿孔位置和安排注漿順序對于更有效的實現頂升效果具有很大的作用。
  20. Applying high pressure grouting in concrete pile digged by hand

    樁端壓力注漿在人工挖孔灌注樁中的應用
分享友人
分享到 Line

分享到臉書