模板撐桿 的英文怎麼說

中文拼音 [bǎnchēnggǎn]
模板撐桿 英文
form spreader
  • : 模名詞1. (模子) mould; pattern; matrix 2. (姓氏) a surname
  • : 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...
  • : 桿名詞(桿子) pole; staff
  • 模板 : [土] formwork; mould; shuttering; follow board; form board; match board; match plate; mother plat...
  1. Firstly, for the system of moulding board and support frame in construction the side pressure and screws are analyzed. the material and structure form of support frame are discussed. the design of support frame uses the method of limited state, and also it analyses the integer stability, part stability, and single stability, and then proposes the load analysis of multi - level support frame

    首先,針對轉換層梁體系及支架施工,重點分析了轉換層結構現澆混凝土對側壓力值及對拉螺的計算;討論了轉換層支體系的形式及構造,詳細論述了基於極限狀態設計的支架計算方法,包括縱橫向水平的強度驗算、立的整體穩定性、局部穩定性、單肢件穩定性等驗算,並提出了多層支架的施工荷載計算方法。
  2. Following the mechanics, loads as well as constrain of grab, we focus on the holder, study it with the similarity theory and modal experiment theory. with the guide of all theories, we design three modals of the grab holder. at the same time, we designed the experiment equipments according to the loads and constrains of wording conditions of grab

    本文從實際的抓鬥出發,根據長抓鬥斗體在實際作業中的力學性能,載荷特點以及約束情況,選擇受力最為復雜、在實際運用中最容易損壞的抓鬥斗底為研究對象,根據相似理論以及型試驗的原理,分三種情況,建立簡化的抓鬥斗體型。
  3. 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樁承臺吊箱圍堰的全結構型,相對準確地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、吊、懸吊頂梁、底梁等的應力和變形,並對比吊箱圍堰面計算變形和施工實測變形,結果是吻合的;對大遼河特大橋高樁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。
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