預應力空心梁 的英文怎麼說
中文拼音 [yùyīnglìkōngxīnliáng]
預應力空心梁
英文
prestressed hollow beam- 預 : Ⅰ副詞（預先; 事先） in advance; beforehand Ⅱ動詞（參與） take part in
- 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
- 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
- 空 : 空Ⅰ形容詞（不包含什麼; 裏面沒有東西或沒有內容; 不切實際的） empty; hollow; void Ⅱ名詞1 （天空） s...
- 梁 : 名詞1 （屋架中架在柱子上的長木） beam 2 （通常也指檁） purlin 3 （橋） bridge4 （物體中間條狀隆起...
- 空心 : 空心on an empty stomach
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Hollow concrete plats construction with post - tension pre - stress method
后張法預應力空心板梁施工Abstract : combined with the design of two prestressed hollow cement plate - bridge on west circle expressway of hainan province, the generall thought of design and structure disposal for straight girder bridge is explained
文摘:結合海南省環島西線高速公路上兩座預應力混凝土空心板橋設計，介紹了在曲線上採用直板梁橋的總體設計構思和結構處理方法。Quality supervision on prestressed hollow girder construction with post - tensioning method
后張法預應力空心板梁的施工質量監理Finite tension element analysis of post tensioning prestressed concrete hollow slab
后張法預應力混凝土空心板梁張拉有限元分析Supervision of construction quality of prestressed hollow slab beam by post - tensioning method
后張法預應力空心板梁的施工質量監理Introduction on putting prestressing in prestressed concrete hollow slab beam of qutan bridge
曲潭大橋預應力砼空心板梁施加預應力簡介Construction technology of pre - stressing concrete hollow plate beam precasted by monolithic tension method
整體張拉法預制預應力混凝土空心板梁The structure analysis studies and design - essentials of the continuous hollow slab beam erected as simple - supported beam in advance
先簡支后連續預應力空心板梁受力分析研究及設計要點The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation ， uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction
但大跨度橋梁混凝土索塔施工設備進場及現場管理都比較困難；塔柱多為空心變截面，且為高空作業，給模板工程及預應力張拉帶來一定困難；支撐系統連接的間隙變形、彈性變形、不均勻沉降以及環境溫差可導致橫梁裂縫；索塔施工偏位會引起的承臺和基礎的附加應力，對加勁梁的架設影響大；懸吊結構未完體系（架設時）施工階段的風致振動往往影響到施工的安全和質量；實心塔柱部分體積較大，易產生溫度裂縫。分享友人