板梁 的英文怎麼說

中文拼音 [bǎnliáng]
板梁 英文
plate-girder板梁橋 [建築] plate girder bridge
  • 板 : 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） ...
  • 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...
  1. Textile machinery and accessories ; reeds ; metal reeds with plate baulk ; dimensions and designation ; identical with iso 366 - 2 : 1988

    紡織機械和附件.筘.第2部分:平板梁金屬筘.尺寸和標記
  2. The bents supporting the four continuous 工 beam plate girders have a cross section shaped like a box.

    構架支承著四片工字型板梁，構架的截面為箱型。
  3. Hollow concrete plats construction with post - tension pre - stress method

    后張法預應力空心板梁施工
  4. Considering special form of the boiler frame, the reconstruction and enforcement method, in addition dynamic analysis are given by particular steps : establishment of the model of boiler steel frame, determination of earthquake loads and distribution form, and anti - side force system for the frame to model and analyze, involving loads on the frame and above it, earthquake loads, damping, sway control installation, hanging bar and plate beam

    考慮鍋爐構架鋼結構的特殊形式，研究並提出了電站鍋爐鋼結構改造加固研究方法，及動力分析的具體步驟：建立了鍋爐鋼結構動力分析模型、地震荷載分析方法、建立了鍋爐鋼結構布置型式、及整個鍋爐鋼構架抗側力體系模擬分析方法。具體包括：鋼構架本體及構架上荷載、地震載荷與阻尼系數確定、制晃裝置確定、吊桿與大板梁簡化。
  5. The method is as follows : calculating the length, angles and coordinates of pre - cast hollow slab in cartesian coordinate system, and then adjusting the width of hollow slab beams and length of cantilever boards to make the linear cantilever slabs close to the transition of mute

    具體方法是：採用直角坐標系計算預制空心板斜長、首尾夾角和起終點坐標，根據計算結果與路線線形之差，多次調整空心板梁的梁板寬度和懸臂長度，使外懸臂折線滿足路線的緩和曲線線形。
  6. Only 1, 000, 000 vehicle crossings produced significant cracking in the floor beams of the tied arch span and in the plate girders of the approach spans.

    僅通過1，000，000輛車就在系桿拱的橫梁中以及引橋的板梁中造成明顯的開裂。
  7. The experiment of falling bar and hopkinson bar were carried out, useful conclusions were made, and good datum was obtained. in chapter 6, based on the results of chapter 5, some improved schemes were put forward, and designed a new structure. the performance of the new structure would be improved greatly

    第六章在根據第五章測試結果中發現的問題，提出了一些改進的方案，對原雙薄板梁島結構進行了改進，在此基礎上提出了一種新的結構，新的結構在性能上要比原有結構有了很大的改善。
  8. Tests on mould pressure for void concrete plate

    空心板梁砼模板壓力試驗
  9. Static loading tests of a 20m hollow slab beam

    空心板梁靜載試驗研究
  10. ( 4 ) the beam thickness of the steel framework was optimized

    （ 4 ）進行鋼骨架板梁厚度優化設計。
  11. Construction technique for cast - in - situ continuous hollow - slab beam

    現澆連續空心板梁施工技術
  12. Emulation model test of plank - beam style aqueduct of diaohe river

    刁河板梁式渡槽模擬模型試驗研究
  13. One of several planks secured together to form a single beam

    組合板梁幾塊釘在一起構成單梁的木板之一
  14. Experiment research on the bearing capacity of prestressed slab beam with defects

    有缺陷預應力板梁的承載能力試驗研究
  15. Application of prestressed concrete in plate girder bridge with post - tensioning method without splice

    后張無粘結部分預應力砼在板梁橋中的應用
  16. Due to their simplicity in fabrication and excellent strength to weight ratio, stiffened steel panels are also widely used for construction of land based structures such as box girder and plate girder bridges

    由於製作簡單且有良好的強度重量比，加筋板也廣泛應用於製造陸基結構物如箱梁和板梁橋等。
  17. 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。
  18. The authors describe the modelling of a railway steel truss bridge with long - span in order to analyse the detailed distribution of stress for members and nodal plates in main truss, the detailed deformation and stress distribution due to frame effect on transversal bracing plane in truss bridge, and the detailed distribution of stress in important parts of the steel plate girder bridge with initially transversal deformation by using sseb in this article

    本文建立大跨鐵路鋼桁梁橋和鋼板梁橋全橋結構模擬分析數學模型，說明了鋼桁梁橋桿件和節點板詳細應力分佈、平面框架詳細變形與應力分佈和有變形缺陷鋼板梁橋重要部位應力的模擬分析結果等問題。
  19. With the actual locale incestigating, the actual locale testing and the theories analyzing of the reason of the diseases producing of the exceed limit of horizontal swing and steel pole ' s break, and summaried the reinforcing measure of the top bear armor plate beam

    通過對京廣線鄭州黃河大橋40米上承式鋼板梁橫向擺動嚴重超限及鋼梁桿件斷裂等情況的現場調查、現場測試和理論分析及病害原因產生的機理，總結提出了上承式鋼板梁的加固措施。
  20. Because of the original design standard was low, the horizontal angur rigidity is serious lack, when the high speed train passes, the exceed limit of the horizontal swing had affected the lifting of the main trunk line, these diseases had been existed earlier but had not been gotten to resolve radical, and along with the increasing in speed of railroad train, these diseases performance will be more seriously, it ' s time for resolve

    同時提速列車對橋梁結構的動力作用增大，特別是對上承式鋼板梁。由於原設計標準低，橫向剛度嚴重不足，高速列車通過時橫向擺動嚴重超限等已嚴重影響了主要干線的提速，這些病害很早就存在但沒有得到根治，隨著列車提速，這些病害表現越來越嚴重，已到了必須整治的時候了。
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