deck pavement 中文意思是什麼

deck pavement 解釋
橋面鋪裝
  • deck : n 1 甲板，艙板；覆蓋物。2 【建築】平屋頂；橋面；【鐵路】客車車頂。3 〈俚語〉地面，地。4 〈主美〉...
  • pavement : n. 1. 鋪石路，〈英國〉人行道 （＝〈美國〉 sidewalk）; 〈美國〉車道 （＝〈英國〉 roadway）。2. 鋪地，鋪石；鋪路材料。3. 【動物；動物學】鋪石狀構造[密生的齒列等]。
  1. Analyzing the failure characteristics of steel deck plate paving and the actual use of the testing section which uses epoxy asphalt at jiangyin yangtze river bridge, this paper decides to use epoxy asphalt concrete as the repairing material to prevent pavement from deteriorating

    摘要在分析江陰大橋鋼橋面鋪裝破壞特徵的基礎上，結合環氧瀝青混凝土試驗段的實際使用狀況，故決定採用環氧瀝青混凝土對鋪裝層進行預防性維修以避免其繼續惡化。
  2. Abstract : based on the analysis of the main failures discovered in pavement on steel deck plate and the demanding service condition of the pavement on steel deck, high - temperature rutting test, low - temperature bending test and controlled stress flexural fatigue test are used to study the performance of asphalt mixtures modified by epoxy resin including high - temperature stability, low - temperature cracking - resistance, and fatigue cracking - resistance, which are served to evaluate the modification effect of epoxy resin of different contents. with the addition of epoxy resin, all the three performances are improved greatly. however, when the amount of epoxy resin added is over a certain value, the modification effect will be stable with no extra benefit detected. finally, in terms of the properties of the three respects, 20 ?, 30 ?, 30 ? are given separately as the proposal adding contents

    文摘:在分析鋼橋面鋪裝層主要病害和特殊工作環境的前提下，分別採用高溫車轍試驗、低溫小梁彎曲試驗和控制應力小梁彎拉疲勞試驗，研究了不同環氧樹脂摻量下的環氧樹脂改性瀝青混合料的高溫穩定性、低溫抗裂性和抗疲勞性能.試驗結果表明:環氧樹脂對這3個方面都有很大的改進效果，但改性效果和樹脂的添加量並不是一個無限遞增的關系，當添加量超過一定數值以後，改性的效果將趨于平穩.最後就高溫、低溫、疲勞3個方面分別提出環氧樹脂添加量為20 ? ， 30 ? ， 30 ?的建議值
  3. Based on the analysis of the main failures discovered in pavement on steel deck plate and the demanding service condition of the pavement on steel deck, high - temperature rutting test, low - temperature bending test and controlled stress flexural fatigue test are used to study the performance of asphalt mixtures modified by epoxy resin including high - temperature stability, low - temperature cracking - resistance, and fatigue cracking - resistance, which are served to evaluate the modification effect of epoxy resin of different contents. with the addition of epoxy resin, all the three performances are improved greatly. however, when the amount of epoxy resin added is over a certain value, the modification effect will be stable with no extra benefit detected. finally, in terms of the properties of the three respects, 20 ?, 30 ?, 30 ? are given separately as the proposal adding contents

    在分析鋼橋面鋪裝層主要病害和特殊工作環境的前提下，分別採用高溫車轍試驗、低溫小梁彎曲試驗和控制應力小梁彎拉疲勞試驗，研究了不同環氧樹脂摻量下的環氧樹脂改性瀝青混合料的高溫穩定性、低溫抗裂性和抗疲勞性能.試驗結果表明:環氧樹脂對這3個方面都有很大的改進效果，但改性效果和樹脂的添加量並不是一個無限遞增的關系，當添加量超過一定數值以後，改性的效果將趨于平穩.最後就高溫、低溫、疲勞3個方面分別提出環氧樹脂添加量為20 ? ， 30 ? ， 30 ?的建議值
  4. Steel decks, in other words, orthodox isomerism structures, are welded with various transverse and longitudinal reinforcing ribs. this results in the complexity of forces and deformatiort of the pavement layer above the deck

    鋼橋面板焊接在各種橫向、縱向加勁肋上，橋面板為正交異性板結構，決定了其上的鋪裝層受力變形的復雜性。
  5. Before studying the concrete composite deck pavement, we introduce the basic theory of touching analysis, and come up with the realization of touching analysis in the fem analysis considering the touch of concrete bridge cover plates, asphaltum concrete overlay with bridge cover etc. connect with the experiment on the spot of bridge, the software ansys is used to solidity modeling and analyzing an assembly simply supported bridge before adding overlap, after adding overlap etc., and study the influence of adding overlap on the underside bridge structures

    在進行裝配式混凝土簡支板橋復合鋪裝結構的探討性研究前，先介紹了接觸分析基本理論，並提出了考慮混凝土橋面板板間接觸、瀝青混凝土加鋪層與橋面接觸等接觸分析在有限元分析中的實現思路。結合一座裝配式簡支板橋現場試驗數據，採用ansys對該橋在加鋪前後進行了實體建模與計算分析，討論了瀝青混凝土加鋪層對下部結構物的影響。
  6. Application of steel fibers concrete on bridge deck pavement

    鋼纖維混凝土橋面鋪裝的施工應用
  7. The application of polypropylene fibre concrete in bridge deck pavement

    橋面鋪裝層混凝土摻用聚丙烯纖維的探討
  8. Construction and application of polypropylene fiber concrete in deck pavement

    橋面鋪裝用纖維混凝土耐久性試驗與分析
  9. The application of steel fiber reinforced concrete in bridge deck pavement

    微膨脹聚丙烯纖維混凝土在巴東長江公路大橋橋面鋪裝中的應用
  10. Using the equivalent design deflection to determine the thickness of bridge deck pavement

    用有效活載撓度確定鋼筋混凝土橋面鋪裝層的厚度
  11. Application of micro - expansion polypropylene fiber concrete to the deck pavement of badong highway bridge on yangtze river

    微膨脹聚丙烯纖維混凝土在橋面防水鋪裝中的應用
  12. A new program is therefore developed to calculate the deck pavement thickness, which solve the problem successfully

    筆者自編了鋪裝厚度計算程序，較好地解決了設計時理論鋪裝厚度的計算問題。
  13. Deck pavement of built - up bridge may be too thick or thin due to complex reasons, among which a most important one is the design

    摘要裝配式橋梁建造時會出現橋面鋪裝厚度過薄或過厚的現象，原因很復雜，但設計是一個重要原因。
  14. Conventional method of designing built - up bridge can only ensure the deck pavement thickness near the ends of beams, without enough regarding of the middle part

    裝配式橋梁的常規設計方法一般只能保證支座附近的橋面鋪裝厚度，橋梁的中間部分則無法保證。
  15. Finally, the fatigue equation and axle load conversion are applied to forecast the steel bridge deck pavement ' s service life of nanjing second yangtze river bridge

    結合南京長江第二大橋鋼橋面鋪裝工程，應用所建立的疲勞性能方程以及軸載換算公式對鋼橋面鋪裝層使用壽命進行預測。
  16. The author in this paper, based on the highway of hubei province and a lot of investigations, combined by the experiment construction, tests the strain and vibrancy wave form of the bride deck pavement under the static and dynamic load, and presents fundamental damaging reason of the bridge decks combined by fem analysis

    橋面損壞現象在我國普遍存在，論文立足湖北省，在大量調查研究的基礎上，結合實體工程，對鋪裝層靜、動載作用下產生的應變和振動波形進行測試，並結合有限元法計算與分析，揭示了橋面板損壞的根本原因。
  17. In addition, due to the good thermal conductivity of steel materials, the pavement layer upon the deck should have good thermal stabilities and low temperature deformation abilities. in terms of paving materials and erecting methods, the steel deck pavement systems adopted in the world can be generalized into four types : the first one is the gussasphalt. then is the mastic asphalt

    從鋪裝材料和施工方法來分類，目前世界上所採用的鋼橋面鋪裝體系，概括起來大致有四類：第一類為高溫拌和澆注式瀝青混凝土（ gussasphalt ） ，第二類為瀝青瑪蹄脂混合料（ masticasphalt ） （實際上也是澆注式瀝青混凝土，只是拌和、攤鋪工藝有所不同） ，第三類為瀝青瑪蹄脂碎石混合料（ stonemasticasphalt ，簡稱sma ） ，第四類為環氧樹脂瀝青混合料（ epoxyasphalt ） 。
  18. On the basis of collecting and analyzing the restoring technology data of the bridge decks pavement at home and abroad, the author chooses polymer and steel fiber concrete as a material quickly restoring the thin - layer bridge deck pavement

    在搜集和分析國內外混凝土橋面鋪裝層修補技術的基礎上，選取聚合物鋼纖維混凝土作為快速修復薄層橋面鋪裝層的材料。
  19. The controlling of traffic noises has two ways in the thesis. first, the sonic source is limited and low - noise bridge deck pavement is suggested to use. second, the route of spread is controlled and acoustic barrier is set up, especially in the viaduct

    限制噪聲源，主要建議使用低噪音橋面鋪裝層；控制噪聲傳播途徑，主要採取的措施是設置道路聲屏障，尤其在城市高架橋上推薦使用。
  20. Through a lot inside experimentations and field restoring tests, the results shows this material possess the good performance of anti - cracking, anti - distortion, anti - fatigue and anti - milling, effectively extend the lifespan of the bridge deck pavement, and is suitable to rapidly restore the defect of the bridge pavement

    通過大量室內試驗和野外現場修補應用，表明該材料具有優良的抗裂、抗變形、抗疲勞和耐磨性能，能有效延長橋面鋪裝層的壽命，適用於薄層橋面鋪裝層損壞的快速處治。
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