混凝土支柱 的英文怎麼說

中文拼音 [húnníngtǔzhīzhù]
混凝土支柱 英文
concrete support
  • 混 : 混形容詞1. （渾濁） muddy; turbid2. （糊塗; 不明事理） foolish; stupid
  • 凝 : 動詞1. （凝結） congeal; curdle; coagulate 2. （注意力集中） fix
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 混凝土 : concrete; beton; jetereting混凝土壩 concrete dam; 混凝土板 concrete slab; 混凝土標號 concrete gra...
  • 支柱 : pillar; support; prop; mainstay; sustentaculum; stull; brace; crutch abut strut; raker; shore; ma...
  1. One of the commonest foundations is that for a concrete column or a steel stanchion.

    最常見的地基之一是混凝土柱或鋼支柱的地基。
  2. Prestressed concrete pole with acrossed - webmember for electrization railway

    電氣化鐵道橫腹桿式預應力混凝土支柱
  3. Circular prestressed concrete pole for overhead contact system of electrified railway

    電氣化鐵道接觸網環形預應力混凝土支柱
  4. In particular, different inclined angles and the bind core effect of concealed bracings are considered in the analysis. and the concept of concrete confined is introduced in the concrete of the rims, concealed columns and concealed bracings

    分析中考慮了暗支撐的不同傾角及核芯束作用，並在邊框、暗柱和暗支撐中的混凝土引入了約束混凝土的概念。
  5. It is necessary to study the construction technology of concrete cable bent towers. the dissertation introduces construction sequence, construction methods ( supporter construction, slip - form construction, climbing formwork and turn - over formwork construction ), anti - overturning measures of the tilted tower, crossbeams " construction and its bracing structure

    本文主要介紹了混凝土塔柱的施工順序、施工方法（支架法、滑模法、爬模法和翻模法） 、傾斜塔柱的施工抗傾措施、橫梁施工及支撐系統。
  6. On the basis of simplified calculation model presented by doctor wangxiaoping, some finite element models are set up. by finite element model program sap93, an analysis of static models of 18m - span and 30m - span w666 acmr in different supporting conditions is made. also a study on the relation between definite support displacement, which reflect variational stiffness of substructure represented by steel column or reinforced concrete column, and load - carrying capacity mechanical performance is made too

    本文以w666金屬拱型波紋屋頂為研究對象，沿用王小平博士的簡化計算模型，對18m 、 30m跨波紋拱兩端不同支座形式（鉸支、固支和彈性支座）分別利用有限元計算程序sap93進行計算分析，研究波紋拱在不同跨度，不同支座形式下，不同外荷載作用時對該結構受力性能及穩定承載力的影響，同時分析下部支承鋼柱、鋼筋混凝土柱的剛度變化體現為允許支座位移的大小與結構受力性能及穩定承載力之間的關系。
  7. The damper with concrete ductility column is composed of multiple ductility columns including single, double and generally 3 ~ 5 and up - down rigid mount. the height - ductility column is the concrete column, that height is 1 / 3 of the floor height. the up - down rigid mount connects rigidly multiple ductility columns. the damper sets the first floor of the soft first - storey structure or the layer - floor of the high - rise building, used deformation scale effect to consume more seismic energy

    混凝土延性柱耗能器由多根（含單根、雙根，一般為3 5根）高度約為層高1 / 3的混凝土延性柱和上下剛性支座（將多根柱剛性連接在一起）組成，設置於底層柔性結構的底層或高層結構的層間，利用變形放大效應消耗更多的地震能量。
  8. Then they made a concrete box to collect the water that bubbled forth, and built concrete pillars to support the pipes over the first, and deepest, ravine

    然後他們做一個混凝土箱來盛接向上冒出的泉水，並且建造混凝土柱來支撐水管，讓它們橫跨第一道、也是最深的一道深谷。
  9. The paper introduces the develop and manufacture situations of the prestressed reinforced concrete mast for the high capacity headspan suspension and its main advantages. the improvement on problems discovered in the trial period are proposed. this kind of mast is suggested to be widely used in electrified railways

    本文介紹了大容量預應力鋼筋混凝土軟橫跨支柱的研製情況及主要優點，對試用中發現的問題，提出了改進意見，並建議在電氣化鐵路上推廣使用。
  10. In commemoration of the 40th anniversary, the museum projects to hold seasonal exhibitions to introduce the ideal assortments of tea utensils for tea ceremony in each season and the most important collections of the museum will sequentially be displayed through the year

    美術館的建築來自田山即翁自己的設計，在鋼筋混凝土製的近代建築中，巧妙融合了日本建築的風格。值此40周年之際，依次介紹四季相宜的茶具的融合和收藏支柱領域。
  11. Basing on the feature of the structure member, the structure is simplified to a 3 - d model consist of space beams and shells, so we can make response spectrum dynamic analysis on the finite - element models. at last nonlinear finite element dynamic analysis was made about the structures. the calculated results reveal the rule of dynamic response about model the and show that the aseismic behaviour and failure mechanism of shear wall structure with src supporting frames and src girder transfer floor is better than that of rc one

    在7度多遇和罕遇地震力作用下，通過對振型、側向位移、傾覆力矩和剪力在給定抗側力結構間分配的比較，以及對框支柱和剪力墻的地震響應、轉換層樓板應力比較等模擬分析，得到型鋼混凝土梁式轉換層框支剪力墻結構較鋼筋混凝土梁式轉換層框支剪力墻結構抗地震力特性上有較明顯的改善的結論。
  12. A trademark used for a concrete - filled steel cylinder utilized as a supporting member in a building

    拉萊柱一種用於在建築物中起支撐作用的中間澆鑄有混凝土的鋼圓柱的商標
  13. 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。
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