支撐的板樁 的英文怎麼說

中文拼音 [zhīchēngdebǎnzhuāng]
支撐的板樁 英文
strutted sheet piling
  • : Ⅰ名詞1 (分支; 支派) branch; offshoot 2 (地支) the twelve earthly branches3 (姓氏) a surname...
  • : Ⅰ動詞1 (抵住; 托住) prop up; support 2 (用篙使船行進) push or move with a pole 3 (支持) mai...
  • : 4次方是 The fourth power of 2 is direction
  • : 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)
  • 支撐 : 1 (抵抗住壓力) prop up; sustain; support 2 (勉強維持) support; prop up3 [建築] strut; brace; ...
  1. Strutted sheet piling

    支撐的板樁
  2. But there is only one argument in each pile node or soil node in piles - soil system. therefore, an effective, simple and feasible coupling method is proposed in this thesis. that is to couple the three different rigidity matrixes of superstructure, raft and piles - soil system

    針對該情況,本文提出了一種簡單可行耦合方法,將上部結構剛度矩陣、體系剛度矩陣和筏剛度矩陣進行耦合,形成共同作用方程並編制共同作用分析程序。
  3. Afterwards, this simplified spatial program is worked out on the base of this article ' s theory, and analyzed some main parameter ' s influence. some regular conclusion is gotten. at last, a example was calculated using this article ' s program, and compared with the actual measurement result

    然後,在本文所提出剛度和復合剛度建立方法基礎上,編制了簡化空間計算程序,並且分析了一些主要計算參數對筏沉降和土承擔荷載影響,得出一些規律性結論。
  4. 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圍堰全結構模型,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計算,計算各工況荷載作用於吊箱全結構箱體面、內、吊桿、懸吊頂梁、底梁等應力和變形,並對比吊箱圍堰面計算變形和施工實測變形,結果是吻合;對大遼河特大橋高承臺輕型吊箱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。
  5. The works included 24 bored piles of 2. 5 meters in diameter and 55 meters in depth, 500 meters long underground concrete diaphragm wall of 0. 8 meters thick and 25 meters deep, 450 pre - cast concrete pile of 0. 5 meters in diameter, 12 meters deep soil excavation with multi - layer post - tensioning shoring system, reinforced concrete pile caps and basement slabs

    其工程內容包括了24直徑2 . 5米,深達55米直入巖層鉆孔,周長500米,深度25米,厚度0 . 8米地下連續混凝土墻, 450直徑0 . 5米預制混凝土, 12米深開挖,多層水平鋼系統,混凝土承臺及地庫底結構。
  6. Meanwhile, it does not need a extra time to be carried out. it can continuously work during the excavation of trenches, so whole work cycle can be reduced. anchors and layers of shot concrete have replaced the traditional steel frames and piles, including concrete piles, steel piles, and they can largely economize construction materials, such as steel and concrete, reduce the amount of soil that would be excavated out, and improve work conditions

    錨桿施工機械及設備作業空間小,可為各種地形及場地使用,同時,它不獨占工期,而隨基坑開挖同步、流水進行,節約工期;用錨桿及噴射硅面層代替傳統(硅、鋼) ,能夠大量節省鋼材、硅等建材,減少土方開挖量且能改善施工條件;其次錨桿預加應力可以通過抗拔實驗來獲得。
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