pile wall 中文意思是什麼

pile wall 解釋
板樁岸壁
  • pile : n 1 軟毛，絨毛；毛茸。2 （布、絨的）軟面。vt 使起絨。adj d 有絨毛的。n 痔瘡；〈pl 〉痔。 blind pi...
  • wall : n 1 墻壁；（石、磚等的）圍墻；城墻。2 （形狀、用途）像墻壁的東西，障壁；土堤，堤防。3 （礦井、容...
  1. The comprehensive treatment project of lin jia ya slide el consists of whittling slope, anti - slide pile with anchoring cable, retaining wall, building ground drainages, level ing off and calking slope, vegetation protection etc. after managing, under the action of earthquake load and watery the stability coefficient of slide is up to 1

    林家崖號滑坡的綜合治理方案是由削方、錨索抗滑樁、護坡擋墻、地表排水、整坡填縫、生物防護等多種工程措施優化組合而成。治理后，在飽水有地震荷載狀態下滑坡的安全儲備系數為1 . 10 。
  2. The regularities of pile - top reaction distribution, the carrying load ratio between pile and raft, the settlement and the imparity settlement of foundation in the frame - tube structure and the single wall are influenced by some factors such as the stiffness of the superstructure, the intensity of the soil under the piles, the length and radius of the piles, the distance between the piles, the thickness and the suspended width of the raft

    對豎向荷載作用下的空間筒中筒結構、樁筏基礎和地基進行了三維有限元分析。研究整體結構和單片墻結構在上部結構剛度、樁端土強度、樁長、樁徑、樁距、筏板厚度、筏板外挑寬度等影響因素變化時的樁頂反力分佈規律、樁筏荷載分擔比、樁基沉降和差異沉降規律。
  3. Digging pile blast hole wall rock soil dynamic parameters detection and assessment

    挖孔樁孔壁巖土動力參數探測和評價
  4. Secondly, this paper made some theoretic researches on its engineering classfication and applicable scope for this technology ; then combining with project example, this paper carried out scheme design for this technology, and compared some different kinds of underpinning scheme and node and structure design, and put forward the method of " reinforcce steel bar through column " to build pile cap beam, " resistant bend and shear anchored reinforce steel bar " to strengthen column consolidation effect, and the method of " steel plate hoop " to build reinforcing bar connection of the foundation beam, etc. in the process of the consturction scheme research and implement, this paper synthetically elaborated the organizaton for project construction, put forward the construction technical measure of specific aim on the artificial pile, and pile cap beam, and underground adding layer and structure stabilization, and overall structure stabilization and so on. for this project, adopt reinforcing bar concrete to brace hole wall to ensure the safety of engineering in the artificial pile construction, use flexible connection catch to make the cage hoisting easier to simplify the construction process, use the method of earthwork statified symmetrical balance in the process of underground adding layer excavation

    本文首先對于基礎托換與結構加固技術的目的和意義、國內外發展狀況進行了綜合闡述；其次對該項技術工程分類及適應范圍進行了理論上的分析研究；然後結合工程實例對該項技術進行了方案設計，對比幾種不同的托換方案和節點及構造設計，提出了「通筋穿柱法」做承臺梁， 「抗彎抗剪錨筋法」強化柱加固效果， 「鋼板箍法」做地基梁鋼筋連接點等多項技術；在施工方案的研究和實施過程中，對于工程施工組織進行綜合闡述，並就人工挖孔樁、承臺梁、地下加層及結構加固、整體結構穩定等專項施工方案提出有針對性的施工技術措施，人工挖孔樁施工採用鋼筋砼護壁確保挖孔樁的安全成型，使用柔性連接鉤進行鋼筋籠吊裝簡化施工工序；承臺梁施工採用梁主筋橫穿柱身化學膠錨固等；地下加層綜合施工技術採用土方分層對稱平衡開挖，分段挖土做筏基結構自穩等；最後對于該工程實施后的效果分析，說明該項綜合施工技術的可行性。
  5. As a new foundation improvement technology, the cast - in - situ concrete thin - wall pipe pile ( pcc pile ) is applied widely in the construction of the highway, civil architecture, haven and sea embankment etc. the pcc pile has a great prospect because it has superiority in the treatment of soils, such as construction period, cost and environment protection

    現澆混凝土薄壁管樁（簡稱pcc樁）及其復合地基是一種全新的地基處理新技術，已應用於高速公路、民用建築、港口、海堤等工程建設中， pcc樁在處理效果、工期、造價、環保等方面具有較大的優越性，因此在地基處理中具有廣闊的應用前景。
  6. He led her through the wall of prickly trees, that were difficult to come through, to a place where was a little space and a pile of dead boughs. he threw one or two dry ones down, put his coat and waistcoat over them, and she had to lie down there under the boughs of the tree, like an animal, while he waited, standing there in his shirt and breeches, watching her with haunted eyes. but still he was provident - he made her lie properly, properly

    他引著她在不易穿過的刺人的樹叢中穿了進去，直到二塊稍為空曠而有著一叢拓死的樹枝的地方，他把些干拓的樹校鋪在地上，再把他的鈣套和上衣蓋在上面，她只好象一隻野獸似地，在樹下躺下去同時，只穿著襯衣和短褲的他，站在旁邊等待著，牢牢地望著她，但是他還有體貼閡到的，他使她舒舒服服地躺著，不過，他卻他她的內衣的帶子扯斷了，因為她只管懶慵地躺著，而不幫助他。
  7. Abstract : this paper introduces four typical light - retaining structures. they are frame girder with prestressed anchor ropes, antislide pile with preslressed anchor ropes, anchored nelwork with jetting concrete and retaining wall with root piles. these structures are successfully applied to the national highway no. 107 in guangdong province

    文摘:以國道107線清連一級公路上四個典型的邊坡病害治理工程為例，介紹預應力錨索格構梁、預應力錨索抗滑樁、錨噴掛網支護、樹根樁擋土墻等輕型支擋結構在公路邊坡病害治理工程中的應用
  8. Performance of cast - in - situ concrete thin - wall pipe pile composite foundation under road embankment

    路堤下現澆薄壁管樁復合地基工作特性分析
  9. Sheet - pile quay - wall

    由板樁帽梁或胸墻
  10. The design amp; construction of single - wall steel pile cofferdam in deep water

    深水基坑單壁鋼板樁圍堰設計與施工
  11. Abruptly the blackbird clutches his throat, the bullet with my name on it splashing into the wall next to me instead of into my skull, then his guts erupt forward in a red mist. i end up landing in a pile of torn organs and steaming blood

    突然地山鳥類抓牢他的咽喉，和在它上的我名字的子彈進入緊鄰我的墻壁之內濺濕代替進入我的頭蓋骨之內，然後他的勇氣在紅色的霧中向前地爆發。我最後在撕開的器官堆中登陸而且蒸發血。
  12. The principal conclusions include : ( a ) the composite system is composed of both active - bearing structural members and inactive - bearing ones, being of a character of combination of rigid retaining structures with flexible ones, so its working mechanism will be behaved as sharing loadings, waterproof and impermeability, loading transfer, local reinforcement and pre - reinforcement ; ( b ) the experimental results show that much more subsoil will participate in retaining action, soil stresses of internal slope will be shared uniformly and deflections caused by excavation will be reduced notably because of cooperation of nails and cement - soil mixing pile wall ; and ( c ) the internal forces of facing in vertical model will be a control factor of design and the cross section tensile strength of cement - soil wall will govern strength of the

    主要研究結論有： （ 1 ）復合土釘支護的作用機理主要為臨時加固土體以保證局部穩定、有機聯系以共同承擔荷載、改善土體性質起到止水抗滲作用。 （ 2 ）試驗結果表明：復合土釘支護能夠充分調動周圍土體共同作用，有效地控制基坑變形；復合土釘支護中止水帷幕的插入深度和強度對控制邊坡變形與失穩有較大作用；復合土釘支護效果明顯優於一般的土釘支護。 （ 3 ）面層與邊坡土體共同變形，設計時可按外力作用下的彈性地基梁進行計算。
  13. Method to evaluate pile capacity precisely by using the coefficient of cleaning slime and coefficient of construction process and by controlling the total duration of construction is proposed herein after analyzing the influences of slime at pile bottom, thickness of mudcake by the side of pile, shape of hole wall, time of construction and construction process on the bearing capacity of large diameter cast - in - place pile

    本文通過分析樁底沉渣、樁側泥皮厚度、孔壁形狀、成樁時間及施工工藝等對大口徑灌注樁承載力的影響，提出了在樁承載力計算中引入清底系數及成樁工藝系數，並控製成樁總時間以較準確地評價單樁承載力的方法。
  14. Steel sheet - pile wall

    鋼板樁墻
  15. Anchored sheet pile wall

    擋土墻錨定式板樁墻
  16. Cantilever sheet pile wall

    懸壁式板樁墻
  17. Structural design optimization when using pile wall retaining system for excavation of a deep foundation pit

    深基坑開挖中樁墻體系支護的結構優化設計
  18. Thirdly, study on one kind of composite soil nailing, that is, a combination of soil nails with waterproof cement - soil mixing pile wall, were carried out by the theory of elastic foundation beam

    第三，對土釘與水泥土樁聯合支護型式中的面層進行了理論分析，並通過實例計算來驗證理論分析的正確性和合理性。
  19. Secondly, a study of one kind of composite soil nailing, that is, a combination of soil nails with waterproof cement - soil mixing pile wall, was carried out by laboratory model test, the retaining structures were modeled according to a similarity rule that geometric length of the structure is in inverse proportion to deformation duration of the structure and the staged excavation and retaining was carried out during experiment to simulate actual construction procedures in situ

    其次，通過模型試驗研究了土釘與水泥土樁聯合支護型式的變形、破壞形態以及作用原理。試驗模型箱為無蓋六面箱體，內空凈尺寸長寬高為3 . 4m 1 . 0m 2 . 0m ，試驗填料為重塑土，土釘採用硬質鋁管。
  20. 4 main parameters of the pcc pile such as length of pile, diameter of pile, rigidity of pile, wall thickness of pile are analyzed by the method of the thesis. the calculation results indicates that most markedly factor is pile diameter, in the next place pile length and property of ground soils, the impact of rigidity and wall thickness of pile are relatively little

    4 、運用本文的方法對影響pcc樁水平承載性狀的主要參數進行了有限元數值模擬試驗計算分析，分析結果表明對pcc樁水平承載性狀影響因素最大的是樁徑，其次是樁長和地基土的性質，而樁身剛度和樁身壁厚的影響相對較小。
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