橋涵標 的英文怎麼說

中文拼音 [qiáohánbiāo]
橋涵標 英文
bridge opening mark
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 涵 : Ⅰ動 （包含; 包容） contain Ⅱ名詞（涵洞） culvert
  • 標 : Ⅰ名詞1 [書面語] （樹梢） treetop; the tip of a tree2 （枝節或表面） symptom; outside appearance; ...
  1. At the same time 7794m3 affusion test were processed, and roadbed settlement observation conducted for two more year, physical mechanism and chemical index experiment were analyzed in the laboratory, section experiment of earth sample was proceed, changement of compacted soil body micromechanism along with depth were analysed by polariscope and scan electricscope. drain ditch, barrel - drain and little bridge were treated by composite geotextile

    在室內進行了物理力學、化學指標實驗分析，並對土樣結構進行了切片試驗，用偏光顯微鏡和掃描電鏡分析了土壤碾壓后沿深度分佈的土體微觀結構變化情況，對邊坡、邊溝、排水溝、小橋涵及護坡封水採用復合土工布進行處理。
  2. After that, through discussion about the landscape estimate criterion, the author summarizes it as follows : aspect relation and meaning. then, based on the landscape features of the urban viaduct rail transit along the no. 1 subway in hangzhou, the authors analyzes and summarizes the challenges that we must affront to and comment on the aspect of the styles and colors of the viaduct. at last, from a combined view with city planning, the author puts forward some advice about the improvement on the sculpt and colorific aspects of viaduct

    論文首先分析了高架軌道交通的景觀特點和空間組合模式；通過討論景觀評價的標準，將景觀評價標準總結為外顯、關系、內涵三個方面；然後結合杭州市地鐵一號線工程，從外顯、關系、內涵三個方面分析高架軌道交通可能產生的景觀影響問題；最後結合城市設計的角度，對橋梁的造型和色彩等方面提出部分改進意見。
  3. The paper is based on the construction of the express - highway between yiyang and changde in hunan province, aiming at enhancing the serviceability of cement concrete pavement, probing into the structural assemblage of the cement concrete pavement, the roadway drainage system, contraction joint with the dowel bar and precaution of bumping at the end of the abutment. it presents some achievements of the research, including more reasonable structural assemblage and roadway drainage system, the method of setting dowelled bar in contraction joint, putting forward the concept of stage - transition from rigid to flexile behind abutment

    本文以湖南省益陽至常德高速公路項目為依託，以提高水泥混凝土路面使用性能為目標，就水泥混凝土路面結構組合、路面排水系統、縮縫設置傳力桿、橋頭跳車問題的防治等方面開展研究和工程實踐，取得了豐富的研究成果，如研究採用了更合理的路面結構組合，設置了較完善的路面排水系統，在國內高速公路上率先全面採用縮縫加傳力桿技術，對所有橋涵構造物臺背全部採用剛柔過渡技術處理橋頭跳車問題等。
  4. Standard for constructional quality acceptance of railway bridge and culvert engineering

    鐵路橋涵工程施工質量驗收標準
  5. The bridge is a significant part of the highway. because of the characteristics which has strict requirement, it is doomed that the technical standard of the bridge is more strict than it on the usual on the road, as overloading vehicles often go on it and unreasonable designs and construction often happen which is always resulted in the damage on the highway

    橋梁是高速公路的重要組成部分，由於高速公路本身的特點，註定了其小橋涵的技術標準高於一般公路上的橋涵，但由於大量超重車輛的作用，以及設計上和施工中存在的一些不合理處，致使高速公路小橋涵出現大量病害。
  6. Under present social economic condition, bridge design should satisfy criterions of design load and increase bearing capacity in order to strengthen service performance. these are contents of bridge structural optimization. diseases in superstructure make the life - span of bridges shortened

    在現今社會的經濟條件下，橋梁設計應該在滿足現行《橋規》設計荷載標準的前提下，適當提高橋梁的承載能力，增強其使用性能，而不是一味地強調造價最低，這就是橋梁結構優化的內涵。
  7. Calibrations values of design target reliability index are presented correspond to the active specification for design of reinforced concrete and priestesses concrete highway bridge and culverts, and it is used as a jumping off point in evaluation criterion, which was setup in this paper

    文中給出了對應于現行《公路混凝土及預應力鋼筋混凝土橋涵設計規范》的設計目標可靠指標的校準值，並將其作為可靠性評定標準的起點。
  8. On the basis of test under loading statically about static strain, opposite deformation to sedimentation of foundation on the actual project, further mechanics analysis of csbcs was done

    通過現場靜載試驗，從結構的靜態應變，相對變形，基礎沉降等多個指標方面，對波紋鋼板橋涵的力學性能進行了深入分析。
  9. Consulting criterion and experts ’ experience the grade standards of indexes are listed, and applying grey correlation analysis method to calculate value of the indexes, of which the form is a serial data. the last, an actual bridge uses synthesis evaluation model, of which calculating result is the same as conclusion of the experts. so the bridge condition synthesis evaluation model of this dissertation is relatively in reason ; chapter 3 discusses defects of current bridge condition evaluation methods, and analyzes various factors, which bring bridge degeneration

    參考《公路橋涵養護規范》中的分級標準進行評語量化，最後根據綜合評價模型進行實橋的評價，驗證本文所用方法的合理性;第三章，討論層次分析法建立橋梁評價模型存在的問題，分析影響橋梁退化的各種因素，並給出因素的模糊分級標準，運用模糊綜合評判方法估算橋梁平均退化率，以掌握橋梁的退化狀態，並舉例說明本方法的可行性;第四章，針對橋梁狀態評價具有信息不完全、關系不明確等灰色特性，以及目前我國橋梁管理部門儲備的橋梁數據資料較少的弱點，對橋梁狀態退化趨勢的預測採用灰色預測的方法，並給出了橋梁狀態的灰色馬爾可夫預測模型和非等時距灰色預測模型。
  10. At present, however, there are no code for design and construction of csbcs, and there are many problems remain to be studied about the application thereof, such as the interaction between csbcs and soil, overall stability of csbcs, and effect of the thickness of cs ( corrugated steel ) on csbcs, and the application of cs to middle or large bridge, and so on

    然而，目前尚無關于波紋鋼板生產標準和波紋鋼板結構設計、施工規范或規程；同時，波紋鋼板橋涵應用還有許多問題有待于進一步研究，如波紋鋼板橋涵和土的共同作用問題，波紋鋼板橋涵的穩定性問題，波紋鋼板厚度對結構的影響，波紋鋼板能否適用於中、大跨徑的橋涵等等。
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