steel deck 中文意思是什麼

steel deck 解釋
鋼板層
  • steel : n 1 鋼,鋼鐵。2 鋼製品;刀,劍,打火鐮;(女人胸衣等中的)松緊鋼條[絲];鋼磨;〈美國〉剃刀,小刀...
  • 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〉...
  1. It is a new form of the structure of the steel deck bridge

    在橋梁工程中,它是鋼橋橋面結構的一種新形式。
  2. The related information can serve as references of domestic repairing technology for steel deck plate paving

    相關的資料可以為我國的鋼橋面鋪裝維修技術提供參考。
  3. 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。
  4. 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
  5. 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
  6. 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。
  7. Are there any steel items in the main deck and connect deck

    主甲板及連接甲板有鋼質工程嗎。
  8. Steel guard rails on deck for sea going ships

    海輪甲板上的鋼護欄
  9. Specification for steel deck gear stowage box metric

    鋼制甲板齒輪裝載箱標準規范
  10. Standard specification for steel deck gear stowage box metric

    鋼制甲板機械裝載箱標準規范
  11. A comparison of steel deck weights indicates that the cable-stayed bridge again fills the void between the continuous girder and suspension bridges.

    以上鋼橋面重量的比較指出,斜拉橋介於連續梁和懸索橋之間。
  12. Corrosion may have played a role here as well : the minneapolis bridge ? what ' s known as a deck steel truss bridge ? was a concrete roadway supported by gridwork of steel

    金屬的銹蝕也許在這些事故中扮演者某種角色:明尼阿波利斯橋是一座鋼板桁架橋,也就是有鋼格來支撐混凝土橋面。
  13. Steel deck girder dam

    鋼面板梁式壩
  14. The calculation of flexural deformation of cold - formed steel - deck concrete floors

    混凝土組合樓板撓曲變形計算
  15. The paper made up a flexural experiment with six pieces of composite slab. during the every step of load exerted, the paper recorded the strain of cold - form steel deck and concrete, deflection, crack, slide, ultimate bearing capacity. by changing the thickness of cold - form deck, thickness and strength of concrete, amount of steel stud and other parameters, the paper discussed the behavior of loaded composite - slab

    本文進行6塊組合板的抗彎性能試驗,測試各級荷載下壓型鋼板及砼應變、組合板撓度、裂縫、板端滑移、組合板抗彎極限承載力;通過壓型鋼板厚度、砼板厚度、砼強度等級、栓釘數量等幾個參數的變化,探討組合板在荷載作用下的內力、變形情況。
  16. Standard practice for roof system assemblies employing steel deck, preformed roof insulation, and bituminous built - up roofing

    使用鋼蓋板預成形屋面絕緣材料和瀝青組合屋面的屋面系統組件
  17. Steel deck ladders

    鋼制甲板梯
  18. 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 ) 。
  19. Porter m l, ekberg c e. behavior of steel - deck reinforced slab [ j ]. journal of structural engineering, 1977 ( 3 )

    孫榮華,陳世鳴.鋼與混凝土組合樓板的縱向抗剪分析[ j ] .華東工業大學學報, 1997 ( 3 )
  20. Via comparing chinese specification with aisc specification, some important factors that must involve in the design of floor system consisting of composite slab and composite beam are complemented. the two most important is the shape of formed steel deck that can be used in composite slab and the design shear strength of welded stud shear connectors

    在組合樓蓋體系設計中,筆者通過對中、美兩國規范、規程的對比,對在中國規范、規程中未曾明確提出卻需要在組合樓蓋設計中加以考慮的一些因素進行了說明,其中最主要的是壓型鋼板的選型依據和焊釘抗剪承載力的影響因素。
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