灌漿成型 的英文怎麼說

中文拼音 [guànjiāngchéngxíng]
灌漿成型 英文
slicasting
  • : 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」
  • : Ⅰ動詞1 (完成; 成功) accomplish; succeed 2 (成為; 變為) become; turn into 3 (成全) help comp...
  • 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 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,在吸取近年來對注樁后注漿技術研究果的基礎上,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以及指導施工提供了依據。
  2. The results indicated that liangyoupeijiu showed better plant and leaf type, higher ratio of grains to leaf area and larger photosynthesis area, stronger ability of population dry matter accumulation during the period of vegetative growth especially from heading to being mature, longer leaf duration and grains - filling after heading than that of its parents and controls s ; more grains per panicle, lager all sink per plant and 1000 - grain weight

    結果表明:兩優培九株葉好,粒葉比和光合面積大,營養生長期群體干物質積累能力強,始穗后葉片功能期長、籽粒漿持續時間較長,抽穗期至熟期的干物質增量明顯強于其親本和對照組合;穗頸節間維管組織比親本及對照發達;兩優培九單株總庫容量大,每穗實粒數多,千粒重較大。
  3. The purple sand hand - drag base art breaks the banlance of old hitting base art and dang - base model from song dynasties to now

    紫砂手拉坯工藝打破了自宋代起至今的傳統打坯鑲接形法與模擋坯、漿澆注法的一統天下,避免了傳統所留下的泥條接頭線與模接線。
  4. In this work develop is a new type of macromolecule polymer stability agent mac for the gin grouting method. it has strength of cement rock, low drying shrinkage, good groutability and construction convenience over the bentonite stabilizing agent

    本課題針對gin漿法研製了新聚合物mac穩定劑,該穩定劑較膨潤土穩定劑配製的水泥漿具有諸多優點,可為配製高性能穩定水泥漿液的重要技術措施。
  5. In addition, based on the research of this technique in recent years, combined with in - site test result, this paper puts forward the design and calculation method to grouted pile in gravel and the principle of choosing grouting parameters, which provides experiences for applying this technique and further studying

    同時,本文在吸取近年來對樁端壓力漿技術研究果的基礎上,結合現場試驗研究結果,提出了適用於卵石層中滲透、壓密樁端壓力漿樁單樁豎向極限承載力計算方法和卵石層中漿參數選取原則。
  6. The semi - flexible pavement is a kind of rigid and flexible pavement, which is formed by filling the special cement slurry into the big - interspaced asphalt mixture

    半柔性路面是一種剛柔相濟的新路面結構形式,它是將特殊級配的水泥膠漿入大空隙瀝青混合料中而形的路面。
  7. As soon as the tunnel boring machine advances 1m forward, 6 pieces of pre - cast concrete segment are fabricated and forming a ring with internal diameter of 5. 6m to support soil outside, while simultaneous back - filling and 32 - hole chemical grouting injector equipment installed with tunnel boring machine consolidating soil instantaneously to enhance the soil strength. the tunnel boring machine is also equipped with guided top gyroscope and true circularity retaining device for construction accuracy

    其中值得一提者,板橋土城線所採用之潛盾機系新之土壓平衡式機種,具同步背填漿之功能,對地表沉陷之控製效優良,目前已貫通並通過民房及商業區下方之下行隧道其初期沉陷均控制在5mm之內,二次沉陷及最終沉陷平均總量最大亦僅18mm ,遠優于初始設計的警戒值30mm 。
  8. Unbounded partially prestressed reinforced ( ppc ) structure is a new form of reinforced concrete ( rc ) structure 5which need not set ducts, install tendons and grout in advance, so it is more convenient and quicken the rate of progress

    無粘結部分預應力混凝土結構是一種新的加筋混凝土結構形,它不需要預留孔道、穿筋、漿等復雜工序,簡便操作,加快了施工進度。
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