樁墩 的英文怎麼說

中文拼音 [zhuāngdūn]
樁墩 英文
pile pier
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  • 墩 : Ⅰ名詞1. （土堆） mound 2. （墩子） a block of stone or wood Ⅱ量詞（用於叢生的或幾棵合在一起的植物） cluster
  1. The superstructure of the bridge is a three - span ( 80m + 130m + 80m ) continuous rigid frame. the main piers are single - column flexible solid piers, whose foundation are 2. 0m dug piles. the abutments are light - type box abutments, whose foundation are 1. 2m bored cast - in - place piles

    該橋上部為80m + 130m + 80m三跨連續剛構；主墩為單柱柔性實體墩，其基礎為2 . 0m挖孔樁；橋臺為輕型箱式橋臺，其基礎為1 . 2m鉆孔樁。
  2. The three - dimensional finite element analysis of piled breasting dolphin was carried out using ansys

    利用大型有限元計算軟體ansys對高樁墩式樁臺整體結構進行了三維有限元分析。
  3. In combination with the construction practice of abutment no. 2 great bridge and no. 1 medium - scaled bridge, the paper introduces the construction technology of rock - socketed piles in highway engineering

    摘要通過邊墩2號大橋和羊山1號中橋的施工實踐，介紹嵌巖樁在公路工程中的施工工藝。
  4. With estabilishing a three - dimensional fem model and dealing with structure - soil effect by m method, the computation method is an new application of fem software in harbor engineering

    通過對這種大型的工程結構建立空間有限元模型進行計算，並採用工程中常用的m法來處理樁土相互作用問題，為高樁墩式樁臺結構計算開創了一條新途徑。
  5. After construction, a long - term monitoring program on bridge piles and the embankments was performed, which verified the practicability and efficiency of the present method for single braced bridges

    按此設計而成的某橋梁，建成后對橋梁樁墩及橋坡沉降進行了長期監測，結果表明最初的設計意圖得以實現。
  6. In combination with the work of < the design and technical construction rules of flexible dolphin pier in port engineering > of designing institute of water transport of transport, the data of some typical experiments of domestic and international pile foundation were analysed emphatically. through comparion of the relation of p - y curves between single pile and pile group under lateral loading and lateral reciprocating loading, the experience formula of p - y curve of single pile under reciprocating loading role is put forward

    本文結合中交水運規劃設計院《港口工程柔性靠船墩設計與施工技術規程》的編制工作，著重分析了國內外幾組典型的試樁資料，通過對比水平靜載單樁、群樁和往復荷載單樁p ? y曲線的關系，提出了往復荷載作用下的單樁p ? y曲線的經驗公式。
  7. In which, it gives inquiring of the construction of deep - water foundations and the usage of floating crane. the construction program of bridge pier foundation will be fixed according to the water depth. if the water depth is less than 4m, pier foundation will adopt the method of building island by earth filling ; if the water depth is more than 4m and there is over burden at river bed, at the same time, it has sufficient bearing capacity to load steel pipe pile, the steel pipe pile platform will be adopted

    其中，對深水基礎的施工及浮吊的使用進行了探討，根據水深確定橋墩基礎的施工方法，對水深不超過四米的橋墩基礎，採用填土築島的方法：對水深大於四米，河床有覆蓋層，且能保證鋼管樁具有足夠的承載力的橋墩，採用鋼管樁平臺；對主河道上河床沒有覆蓋層，鋼管樁無法插打的橋墩，採用浮式平臺。
  8. General view - deep water region pier 2 - raised pile cap construction

    深水區2號橋墩-外露樁帽建造
  9. Some references will be offered for optimal design of bridge pile on the test results, and some new thoughts are obtained in making up for the shortage in the theory of rock - socked pile design

    試驗結論不僅為橋墩的合理設計提供參考，也為彌補嵌巖樁現有設計理論的不足提供某種新的思路。
  10. Pier 3 - extension of steel casing for bored piles construction

    3號橋墩-建造鉆樁中的鋼套接駁工序
  11. Steel sheet piling type dolphin

    鋼板樁式系船墩
  12. 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板樁圍堰施工
  13. Steel pile type dolphin

    鋼樁系船墩
  14. Borehole completion process of rock socketed piles for the piers of yongding river no. 2 bridge

    永定河2號大橋橋墩嵌巖樁成孔工藝
  15. Soil nailing near wsd catchwater has been completed and grouting for piling at the central pier of bridge no. str17 will commence

    鄰近於長沙引水道的泥釘工程經已完成，與及將會為橋編號str17的中間橋墩展開樁柱灌漿的工程
  16. In the light of the low - lying pile cap foundations designed for main piers no. 2 and no. 3 of tianluo bridge on wenzhou - fuzhou railway. this paper describes the ways to resolve the construction problems of the foundations in deep water in sea and at seabed that is steep and without overburden, using the construction techniques of underwater rock blasting, steel cofferdam floating, positioning, bottom sealing and manual pile digging

    摘要針對溫福鐵路田螺大橋2號、 3號主墩設計上採用低樁承臺基礎情況，介紹運用水下巖石爆破，浮運鋼圍堰就位、封底、人工挖孔樁等施工技術解決海上深水、河床陡峭且無覆蓋層的基礎施工難題。
  17. By adjusting pile lengths and pile numbers, the settlement of pile foundation increased from the main span to the side span to such an extent that it matched the settlement of the embankment at both ends of bridges without any special treatment

    分別通過調整樁長和樁數，使樁基沉降從橋梁主跨逐步增大，而在路橋連接處使邊跨橋墩沉降與橋坡填土沉降基本一致，實現路橋沉降協同，從而開辟了解決橋頭跳車問題的新途徑。
  18. Works are accomplished as follows in this paper : firstly, according to the real condition of the fourth pier, through analysis of several generally - used anti - slipping schemes, new method has been put forward to substitute anchored column pile with the foundation of drilled shafts so as to prevent cofferdam from slipping

    為此本文主要做了以下工作：首先根據4 #墩基礎的具體條件，通過對現有常用的幾種抗滑方案的綜合比較分析，提出了以工程本身的鉆孔樁基礎代替錨固柱樁防止鋼圍堰滑移的方案。
  19. Calculated length of compression bar in pile bent column pier

    單排樁柱墩壓桿的計算長度
  20. Strengthening design and construction monitoring of the pile foundation and pier coping of no. 9 pier of xiedie bridge

    謝疊大橋9號墩樁基和蓋梁加固設計與施工監控
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