拱形高架橋 的英文怎麼說

中文拼音 [gǒngxínggāojiàqiáo]
拱形高架橋 英文
arch viaduct
  • : Ⅰ動詞1 (兩手相合 臂的前部上舉) cup one hand in the other before the chest 2 (環繞) encircle; ...
  • : Ⅰ形容詞1 (從下向上距離大; 離地面遠) tall; high 2 (在一般標準或平均程度之上; 等級在上的) above...
  • : Ⅰ名詞1 (用來放置東西或支撐物體等的東西; 架子) frame; rack; shelf; stand 2 (毆打; 爭吵) fight;...
  • : 名詞1. (橋梁) bridge 2. (姓氏) a surname
  • 拱形 : arcuation; arch; arched拱形板樁 arched type piling bar (鋼材); 拱形大樑 arched girder; 拱形涵(...
  • 高架橋 : elevated bridge
  • 高架 : elevated; overhead
  1. Rc - masonry combination arch bridge abandons the disadvantages of conventional masonry arch bridge ' s falsework type construction, which makes longer construction time, higher cost and against protecting environment. compared with double arch bridge, it has better arch ring ' s integer and smaller distortion in the stage of use

    Rc -石砌體組合摒棄了傳統石砌採用有支施工造成的工期長,造價,不利於環境保護的缺點;相比于雙曲,主圈具有整體性好,使用階段變小的優點。
  2. The cfst x - type arches improve the lateral stability by sloping the arc ribs, so it is ofen used in the designs of cfst arch bridge with small ratio of the width to the span. tongwamen bridge is a half - through cfst arch bridge, its span is 238m, and the width of its roadway is 10m, so the truss ribs in - plane is sloped into x - shapc to improve its lateral stability. as the cfst x - type arches with longest span all over the country presently, the design of tongwamen bridge can be used for reference of adopting cfst x - type arches in the design of arch bridges with small ratio of the width to the span

    鋼管混凝土x型肋是一種利用肋側傾來提其橫向整體穩定性的型,在寬跨比較小的鋼管混凝土設計中應用較多。浙江銅瓦門大是一座中承式鋼管混凝土無鉸,跨徑238m ,寬10m ,肋為平面桁式,所以採用了x型肋以提其橫向穩定性。作為國內目前跨徑最大的鋼管混凝土提籃,該的建成對我國今後長大跨徑小寬跨比鋼管混凝土採用提籃具有借鑒意義。
  3. Yesanhe bridge is a half - through cfst arch bridges, the design of yesanhe bridge can be used for reference of adopting cfst x - type arches in the design of arch bridges with small ratio of the width to the span

    野三河大是一座非對稱中承式鋼管混凝土無鉸肋為平面桁式,所以採用了x型肋以提其橫向穩定性。
  4. The optimizing theory is introduced to the calculation of the stayed - buckle - cable forces in the process of segment hosting construction of the steel - pipe arch and adjusting construction error. the calculated optimum cable forces with high precision can always guarantee the inner forces and the structure distortion in safe state and ensure the line shape of the arch according with design objective

    同時將優化理論引入到鋼管混凝土設和調整中的扣索索力計算中,使計算出的索力既能確保結構的受力狀態和變始終處在安全范圍內,又能保證設和調整后的肋線符合設計期望,而且索力的計算精度較
  5. It is difficult and complicated in technology to construct a large - span reinforced concrete box arched bridge with a construction method with support

    大跨度鋼筋混凝土箱採用有支施工,施工難度大,技術含量
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