模板支撐構件 的英文怎麼說

中文拼音 [bǎnzhīchēnggòujiàn]
模板支撐構件 英文
form-tie assembly
  • : 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...
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ量詞(用於個體事物) piece; article; item Ⅱ名詞1. (指可以一一計算的事物) 2. (文件) letter; correspondence; paper; document
  • 模板 : [土] formwork; mould; shuttering; follow board; form board; match board; match plate; mother plat...
  • 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. 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架施工,重點分析了轉換層結現澆混凝土對側壓力值及對拉螺桿的計算;討論了轉換層體系的形式及造,詳細論述了基於極限狀態設計的架計算方法,包括縱橫向水平桿的強度驗算、立桿的整體穩定性、局部穩定性、單肢桿穩定性等驗算,並提出了多層架的施工荷載計算方法。
  2. Consequently, the precast components don ’ t need any interim falseworks to be supported in the mid - span as bottom forms when the laminated concrete lay is being placed. furthermore, to form two - way slabs, the transverse steels can be arranged through the rectangular cores in the ribs of the precast slabs as needed. it makes the construction of composite two - way slabs easier and more feasible, practical, and suitable to introduce and apply to the building construction on a large area

    由於預制具有剛度大和承載力高的特點,施工時以預制作為樓無需設置跨中臨時;同時還能通過預制肋預留的長方形孔布置橫向受力鋼筋實現樓的雙向配筋,使預應力雙向疊合樓的施工簡單易行,更適合於大面積的推廣應用,具有較大的工程應用價值。
  3. Study of the strength of stud shear connectors in steel - concrete composite structure with concrete slab under tension

    混凝土結體系數值分析
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