路面梁 的英文怎麼說

中文拼音 [miànliáng]
路面梁 英文
road decking beam
  • : 1 (道路) road; way; path 2 (路程) journey; distance 3 (途徑; 門路) way; means 4 (條理) se...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • : 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...
  • 路面 : road surface; pavement; roadbed路面板 road deck; roadway slab; 路面標高 grade elevation; 路面標線...
  1. Those of multi - span, middle - length ( about 25 - 40 metres ) are of large percentage among advanced bridges. simply - supported girder bridges with continuous decks are inferior to those of continuous girders because their decks crack easily. owing to the complex construction of continuous girder bridges, which is laboursome and time - consuming, people have been thinking about an approach to combining the advantages of the two so as to speed up the building and reduce the work procedures

    在高等級公中,多孔中等跨徑(跨徑在25 40米左右)的橋占很大的比重,橋連續的簡支結構體系由於存在橋容易開裂等缺點而在與連續結構體系的競爭中常常處于下風。
  2. Bridge roadways, edge girders and arches must be blasted so that they are broken at vital points.

    橋上,邊緣橫和橋拱,都必須加以爆破,以保證在重要部位上的破碎。
  3. The bridge structure not only cancels the deck joints, but also road joints

    這種橋結構不僅取消了橋接縫,也取消了接縫。
  4. Influence of soil body behind the abutment stress distribution and stress carry - over length due to different coefficient of friction is analysised, through the experimental results and the space finite element analysis results of the model, actual measurement results tally with the computing results well. ( 4 ) new type semi - integral abutment bridge is from optimization design of conventional abutment bridge - dashuiting middle bridge. not only bridge at both ends

    分析了不同摩阻系數對臺後土體應力分佈和應力傳遞長度的影響,並對試驗結果和有限元分析進行了對比,實測結果和計算結果吻合良好; ( 4 )將有縫橋-大水町中橋優化設計為新型半整體式無縫橋,橋兩端均不設伸縮縫,也不設任何接縫。
  5. Zhejiang 8 amounting to tunnel engineering limited company is alley of well of bridge of road surface of channel of pilot a ship into a harbour of water and electricity of volume road tunnel, railroad channel, irrigation works, roadbed, mine, large cubic metro of earth and stone blow up the professional construction company that construction is an organic whole, have channel highway project to always contract two class aptitude

    浙江八達隧道工程有限公司是集公隧道、鐵隧道、水利水電引水隧道、、礦山井巷、大型土石方爆破施工為一體的專業施工企業,擁有隧道公工程總承包貳級資質。
  6. For example, frp reinforced concrete is used to support or surround magnetic resonance imaging ( mri ) medical equipment, and frp is also used for the constructions of some seawalls, industrial roof decks, base pads for electrical and reactor equipment, anchor in rock and ground engineering and concrete floor slabs in aggressive chemical environments in order to promote the wide usage of frp and frp reinforced concrete structures, financed cooperatively by nationa l natural science foundation ( item : the research on mechanical performance of frp reinforced concrete beam reinforced ; number : 59978046 ) and henan illustrious youth science foundation, connected with the analysis methods of modern steel reinforced concrete structure, the thesis further studies the flexural performance of frp reinforced concrete beam through the systematic study on experimental data got from this kind of beams, systematically establishes the theoretical calculating system of the flexural performance of frp reinforced concrete beam in cooperation with the up - to - date analytical methods for reinforced concrete, which suits the properties of frp

    例如,纖維增強塑料筋應用於支撐和圍繞磁共振成像醫療設備的混凝土中及海堤、工業頂棚、電設備、反應設備的基座、巖土工程中的錨桿、侵蝕性環境的混凝土結構等海洋工程、橋工程、工程、巖土工程、醫療及化工工程的建設。為了推動纖維增強塑料筋及其混凝土結構在工程中的廣泛應用,本文在國家自然科學基金(項目名稱:纖維增強塑料筋混凝土力學性能的研究;編號: 59978046 )和河南省傑出青年基金的資助下,通過對纖維增強塑料筋混凝土正截受彎性能試驗數據的系統分析,結合現代鋼筋混凝土結構學的分析方法,對纖維增強塑料筋混凝土正截受彎性能進行了深入的研究,較系統的建立了適合於纖維增強塑料筋特點的纖維增強塑料筋混凝土正截受彎性能的理論計算體系。
  7. This text tells about the rebuilding of the no. 210 national highway from suide to yulin. it works over the technique of roadbed engineering, the project of pavement engineering, the outline of bridge structure and technique, the establishment of traffic engineering

    本文從國道210改建工程綏德至榆林段的建設出發,分別對國道210基工程的技術特徵、工程的技術方案、橋的結構與技術要點、交通工程設施進行研究。
  8. Fatigue tests were carried out for 70 small - scale beams ( 55 lsfrc beams and 15 plain concrete beams ). the evolvement of fatigue strain and damage with cycles was discussed and the influence of steel fibers and the stress level on the fatigue strain and damage was analyzed

    通過70根(層布式鋼纖維55根,素混凝土15根)試驗小的等幅彎曲疲勞試驗,得出了層布式鋼纖維混凝土的疲勞變形和損傷特徵,並分析了鋼纖維和應力水平對疲勞變形和損傷的影響。
  9. Wheel tracking test on asphalt concrete beam under several levels of load is carried out by apa to study the fatigue behavior of asphalt concrete material and compare the reinforcing effects of geotextile with that of glass fiber geogrid

    本文應用瀝青分析儀upa )對瀝青混凝土式試件進行多種荷載水平下的往返輪載疲勞試驗,研究瀝青混凝上的疲勞性能,並對比土工布、玻璃纖維格柵的加筋效果。
  10. Through searching on the technical property of such pile, taking two foundation treatments as project background which are soft foundation treatment of wuhan dongxihu segment of the jingzhu freeway in hubei province and bridge foot protection at hebi xingfu eservoir in henan province, this paper carries out test study on active mechanism of crushed stone pile filled with cement slurry and its application in dealing with high earth filled soft ground and bridge foot protection

    通過對無砂混凝土小樁技術特點的探討,以湖北京珠高速公武漢東西湖段軟基處理和河南省鶴壁市幸福水庫公基礎加固為工程背景,就無砂混凝土小樁的作用機理及其處理高填方軟基和橋基礎加固等方展開試驗研究。
  11. Catastrophic damages to structure can be made by lateral permanent displacement, namely large ground displacement, on gently sloping ground induced by liquefaction of saturated soil deposits during earthquake, which is the main type of seismic damages of highways, railways, bridges, docks, embankments, buildings, underground structures and lifeline engineering in liquefied area. in recent ten years, studies on the new type of failure made by liquefaction have been carried out

    地震過程中由於飽和砂土液化誘發的小坡度地側向永久位移即地大位移對結構的破壞,是液化區公、鐵、橋、碼頭、堤壩、房屋、地下結構與生命線工程震害的主要形式之一,近十幾年來,人們越來越重視對這種新的液化破壞形式的研究。
  12. Predicting the crack width of partly prestressing concrete square - section beam by bp neural network

    預測部分預應力矩形截的裂縫寬度
  13. Based on the above numerical procedure, parameter study, including the vehicle velocity, damping of the bridge, road surface roughness, and constrained freedom of the bridge, is conducted to investigate the influence of some important bridge and vehicle parameters on the impact ratio of the bridge

    基於上述方法,本文深入分析若干物理參數包括車速、橋阻尼、平整度和橋約束條件等對橋沖擊系數的影響。
  14. Durability of concrete is a serious problem which must be faced in the field of road. the reliability of bridges depends on the durability of concrete to a great extend. many roads and bridges failed at early age because of low durability of concrete

    混凝土的耐久性是目前公臨的嚴重問題之一,混凝土的耐久性在很大程度上決定了公結構的安全性,其耐久性不足是許多公結構過早破壞的主要原因。
  15. Is a professional production of highways, railways, bridges, municipal use protective use nets, gelizha ; buildings, bridges, roads, dams, electricity, etc. used in the construction of a large network of films and music board shu network, the supermarket shelves, revolving boxes, bakery network, a large range of products such as pet cage manufacturers

    是一家專業生產公、鐵、橋、市政用的防護用網、隔離柵;樓房、橋、堤壩、電力等用的大型網片及建築用舒樂板網、超市貨架、周轉箱、烘烤網、寵物籠等系列產品的大型生產廠家。
  16. It is suitable for : rc structure working such as bridge, road, airplane runaway, building, pre - casting, tar asphalt road, refractory material and etc

    適用: rc結構工程如橋機場跑道建築物預鑄結構柏油瀝青耐火材料等。
  17. According to the ambassador, chinese citizens and chinese companies, such as china jiangsu jinchao international, china overseas engineering and china road and bridge, had carried out and would certainly carry out exceptional work in future in the areas of communications, electrical networks and railroads, in particular

    貝爾納多大使稱,中國公司和公民,如中國江蘇金巢國際公司,中國海外工程總公司,中國道公司已經或準備在通信、電網、鐵在安投資。
  18. Fwd, benkelman beam and plate bearing tests were conducted on subgrade layer, subbase layer, base layer and surface layer of one selected pavement during construction in 1998. correlations between defections measured by three different test devices have been established through deflections comparison and analysis

    為了研究貝克曼、承載板和fwd三種彎沉檢測設備在彎沉檢測上的相關性,我們在選定的試驗段上進行了彎沉檢測對比試驗。
  19. In order to accelerate the development of preflex composite beam in railway bridges and to design and construct preflex composite beam bridges of railway in our country reasonably, this thesis is from the scientific project of railway department " experiment and application research of railway preflex composite beam " and summarizes the design information and practical projects on preflex composite beam. on the basis of above works, this thesis improves computation method in analysis of railway preflex composite beam on sectional stress, deflection of mid - span, crack width and shearing resistance and programs a software " preflex composite beam bridge structure analysis system - pfsas ", which is adapt to railway bridges in our country. moreover it makes a primary research in construction techniques and structure measures

    為了迅速促進預彎組合在我國鐵中的發展,合理地進行我國鐵預彎組合橋的設計和施工,本文結合鐵道部科技研究開發項目「鐵預彎組合的實驗與應用研究」 ,在總結以往對預彎組合力學性能研究成果及實際工程的基礎上,完善了鐵預彎組合的截應力、跨中撓度、裂縫寬度和抗剪分析的計算方法;編制了適用於我國鐵的「預彎組合橋結構分析系統? ? pfsas 」軟體;並對預彎組合的施工工藝及構造措施進行了初步探索。
  20. It indicates that although this procedure has introduced the mechanistic - empirical method, but still is not perfect in design theory : one is about bearing capacity evaluation method and device. the currently used device - benkelman beam is dropping behind the development of the pavement testing service ; the other is about the mechanistic method that used in overlay design. it simplifies the original pavement and subgrade as a whole half infinite space, this is not true in the real layered pavement structure

    綜合分析了各種罩設計方法的原理及其優缺點,對於我國目前設計規范中所採用的罩設計方法進行了詳細的分析與研究,指出了它雖然已經採用了力學與經驗相結合的設計方法,但仍然存在著明顯的不足之處:一方是舊承載能力評價設備仍然採用貝克曼,檢測手段落後;另一方,在力學設計方法中,對于舊承載能力的評估忽略了舊結構的分層,而是採用了近似的彈性半空間體,給出了舊的綜合回彈模量。
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