組合板 的英文怎麼說

中文拼音 [zǔgěbǎn]
組合板 英文
composite board
  • 組 : Ⅰ名詞1 （由不多的人員組成的單位） group 2 （姓氏） a surname Ⅱ動詞（組織） organize; form Ⅲ量詞（...
  • 合 : 合量詞（容量單位） ge, a unit of dry measure for grain （=1 decilitre）
  • 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） ...
  • 組合 : 1 （組織成為整體） make up; compose; constitute 2 （組織起來的整體） association; combination3 [...
  1. 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
  2. Shenzhen yazhi integraded house co., ltd

    雅緻集成房屋股份有限公司：活動板房板房活動房屋組合板房
  3. Fire resistance of composite slab has been calculated using a kind of numeric method

    採用數值演算法計算了組合板的耐火極限，同時分析了影響組合板耐火極限的參數。
  4. According to the new concrete code, the calculation formula are put forward concerning the load - carrying capacity during construction, the load - carrying capacity of cross - section bending, longitudinal shearing, the inclined - section shearing and part shearing during the application of the continuous composite floor slab, which provide the design proofs for the continuous composite floor slab

    摘要根據新混凝土規范，給出了連續跨壓型鋼板與混凝土組合板施工階段的承載力計算公式及使用階段的正截面抗彎承載力、縱向水平抗剪承載力、斜截面抗剪承載力和局部抗沖切承載力計算公式，為連續組合樓板的設計提供了依據。
  5. With the aid of the obtained fundamental solutions and the continuity conditions of stress and displacement on material interface, complex potentials solutions for an bi - material infinite plate with an elliptical inclusion under pulling stress are given

    根據界面上應力和位移的連續條件，得到了單向拉伸狀態下，含有橢圓夾雜的無限大雙材料組合板的復勢解。
  6. Four - way simply support common and long span composite slabs were also studied by the author with the finite elements method, and a calculation method was proposed

    分析了組合板的破壞方式；採用有限元分析方法研究了四邊簡支普通跨度和大跨度的型鋼和壓型鋼板與混凝土組合板的抗彎承載力，提出承載力計算方法。
  7. On the basis of relative researches in the world, according to the study status of steel - concrete composite slab, which would be widely used in modern bridge, modified equivalent inflexibility of steel - concrete composite slab was deduced by use of conversion section principle in this paper ; based in this, this paper put forwards the theory of ultimate flexural capacity of steel - concrete composite slab in consideration of slip effect, and introduces the practical simplified method for calculating flexural deformation of steel - concrete composite slab in consideration of the effect of steel studs and welded wire, and conclude that the methods in this paper is veracious and reliable, comparing with the traditional calculating mode ; morever, this paper put forwards the calculating theory and program of the effect analysis of creep and shrinkage to steel - concrete composite slab, using conversion elastic modulus principle, and testifies that the theory is right and the program is reliable and practical

    本文在國內外研究成果的基礎上，針對壓型鋼板與混凝土組合板結構在現代橋梁建設中廣泛應用前景和研究現狀，利用換算截面法導出了壓型鋼板與混凝土組合板結構的修正等效慣性矩；在此基礎上，又推出了考慮壓型鋼板與混凝土之間的相對粘結滑移影響的壓型鋼板與混凝土組合板結構極限抗彎承載能力計算理論，並介紹了考慮栓釘、聯結件影響的壓型鋼板與混凝土組合板結構簡化實用撓曲變形計算公式，而且通過與傳統計算理論的分析比較，表明本文提出的計算理論公式的準確可靠性；此外，採用換算彈性模量比法著重提出了壓型鋼板與混凝土組合板結構的徐變、收縮效應分析的計算理論和程序，並通過實例分析計算證明了理論的正確性、程序的可靠性和實用性。
  8. In civil engineering, composite slabs with shaped steel, steel sheet and concrete are usually recognized as thin plates. based on classic thin plate theory, the author studied the load - carrying capacity and design methods of this structure

    土木工程中的型鋼和壓型鋼板與混凝土組合板一般都屬于薄板，本文以薄板理論為基礎，來研究型鋼和壓型鋼板與混凝土組合板的受力性能和設計方法。
  9. By using the types of stiffeners, the thickness of the composite panels and the arrangement of the goggle pins as the parameters, mechanical performance tests were made on 9 composite panels

    以加勁肋形式、組合板厚度和栓釘布置為參數，進行了9塊組合板的力學性能試驗。
  10. 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。
  11. A new type composite quay - wall panels of steel and concrete with profiled steel used as the stiffeners were proposed to meet special requirements

    摘要基於特殊需要，提出了帶型鋼加勁肋的鋼板混凝土組合板這一新型組合碼頭面板。
  12. Theoretical analysis on the behavior of composite slab under fire

    混凝土組合板耐火性能的研究
  13. At last fire proof of composite slab has been analyzed in this paper

    最後本文對組合板的防火設計進行了研究，並對防火保護層厚度進行了計算。
  14. Abstract : in this paper, finite element method is applied to calculate the temperature field of two kinds of composite slab

    文摘:應用有限元程序分析了鋼-混凝土組合板的溫度場。
  15. The paper deduced the deformation and flexural bearing capacity formula by the theory of elasticity - plasticity, ultimate - state method

    本文分析研究中用彈性理論、彈塑性理論、極限狀態方法推導組合板受彎承載力和變形計算公式。
  16. Composite slab of steel - concrete is a new structure developed since 1960s. its advantages are so obvious that it is used widely by and by

    鋼與混凝土組合板是20世紀60年代發展起來的一種新型結構形式，具有顯著的優勢，應用日益廣泛。
  17. This thesis brought forward a new composite structure, which combined steel sheet and concrete with additional shaped steel in the direction of wave under steel sheet

    本文通過在壓型鋼板下沿著波紋方向增設型鋼梁，組成型鋼和壓型鋼板與混凝土組合板。
  18. Finally, by simplifying the result of experiment, a practical design method about bearing capacity and deformation is got and can used by engineers

    最後，根據試驗研究結果進行簡化，提出組合板承載力和變形的實用設計方法，可供工程技術人員參考使用。
  19. This slab belongs to bi - direction load - bending and anisotropic - orthotropic structure. with its effective load - carrying capacity, it is very economical compared with other structures of steel - concrete

    這種新型組合板屬于雙向受彎的正交異性板，受力合理，具有顯著的經濟效益。
  20. Through analyzing bending stiffness of composite slabs in the paralled and cross wise wave direction of steel sheet, the author got load - bending stiffness in these two directions. with the finite elements method, the author studied the mechanism and load - carrying characters under uniform loading of composite slabs and put forward a theorem calculating distortion and analyzed crash mode of this structure

    通過分別對組合板沿壓型鋼板波紋方向和垂直於壓型鋼板波紋方向彎曲剛度的分析，得出型鋼和壓型鋼板與混凝土組合板兩個方向的抗彎剛度，採用有限元分析方法，研究組合板在均布荷載作用下的工作機理和受力性能，提出撓度計算公式。
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