圍板樁 的英文怎麼說

中文拼音 [wéibǎnzhuāng]
圍板樁 英文
enclosing sheeting
  • : Ⅰ動詞1 (四周攔擋起來 使裡外不通; 環繞) enclose; surround; corral 2 (繞; 裹) wrap Ⅱ名詞1 (四...
  • : Ⅰ名詞1 (片狀硬物體) board; plank; plate 2 (專指店鋪的門板) shutter 3 [音樂] (打拍子的樂器) ...
  • : Ⅰ名詞(樁子) pile; pole; stake Ⅱ量詞(用於事情)
  1. The influences of fender piles on pile cap reactions, settlements, moments and twist moments of raft are discussed herein

    討論了考慮作用對頂反力、沉降及筏彎矩、扭矩所帶來的影響。
  2. 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、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,人工挖孔施工採用鋼筋砼護壁確保挖孔的安全成型,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。
  3. Since the air pressure sink - box technology was abandoned, and the steel - plate peg round the barrage pipe peg foundation was adopted at first time in the wuhan changjiang bridge project, the steel round the barrage has been adopted in bridge foundation construction more and more. especially after the double wall steel sink well round the barrage bore peg foundation was creatively adopted in jiujiang changjiang bridge foundation, which was built in 1985

    自從武漢長江大橋工程中擯棄了過去一直沿用的氣壓沉箱,首次採用了鋼堰管柱基礎以來, 1985年建成的九江長江大橋基礎獨創性地採用雙壁鋼沉井堰鉆孔基礎,鋼堰在橋梁基礎施工中的應用越來越多。
  4. Steel sheet pile cellular cofferdam

    格型
  5. Steel sheet pile earth cofferdam

    填土
  6. The design amp; construction of single - wall steel pile cofferdam in deep water

    深水基坑單壁鋼堰設計與施工
  7. Application of steel sheet pile cofferdam on excavation of deep water foundation pit

    堰在深水基坑開挖施工中的應用
  8. Construction of cofferdam for bearing platform and steel sheet pile of main piers of huangzhou bridge

    黃洲大橋主墩承臺鋼堰施工
  9. The design of the drilling platform for bored pile construction of hangzhou bay cross - sea bridge

    杭州灣跨海大橋承臺鋼堰的設計與施工
  10. 3. in applications, the structure of stabilizing piles with pre - stressed anchor cables can be associated with retaining wall, combined bolting and shotcrete, precast concrete lagging ( plain, troughlike, archlike shapes ), and so on, which enlarge the application areas of this structure

    3 、在實際應用中,預應力錨索抗滑可與砌石擋墻、噴錨支護、預制擋(平、槽形、拱形等)聯合作用,形成多種形式的組合結構,從而可擴大這種結構型式的應用范
  11. The paper introduces large - scale fem software, algor, by which the auther can build model of hanging box of high pile cap, and simulates accurately three loadcases, which include loadcase behind enclosed concrete, loadcase behind empty water in hanging box, and loadcase behind high pile cap construction. the auther calculates tensor and displacement of hanging box weir when loads exert panels, supports, suspenders, top beams, base beams of hanging box weir. at the same time the auther carrys out th e stability analysis, besides, educes calculational and analytical data, which are tally with construction result in the main

    論文介紹大型通用有限元計算軟體algor ,並用軟體建立大遼河特大橋高承臺吊箱堰的全結構模型,相對準確地模擬灌注封底混凝土后、抽除吊箱內河水后、承臺破冰體施工后等三種受力工況,並用模型進行了應力和變形的計算,計算各工況荷載作用於吊箱全結構箱體面、內支撐、吊桿、懸吊頂梁、底梁等的應力和變形,並對比吊箱面計算變形和施工實測變形,結果是吻合的;對大遼河特大橋高承臺輕型吊箱的穩定性進行了計算分析;論文研究工作表明,應用組合有限元方法計算大型施工結構問題具有現實意義。
  12. Sheet pile cofferdam

  13. Sheet pile - braced cuts

    基坑開挖與降水
  14. Smw method is a kind of pile pier and slab wall, featured by wider application, lower cost and shorter construction period

    摘要勁性水泥土攪拌連續墻( smw )作為排墻式護結構的一種,以其適用性強、護成本相對較低、施工周期短而倍受關注。
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