橋釘 的英文怎麼說
中文拼音 [qiáodīng]
橋釘
英文
truckbolts
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橋 :
名詞1. （橋梁） bridge 2. （姓氏） a surname
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釘 :
釘動詞1. （用釘子固定） nail 2. （用針線縫） sew on
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Soil nailing near wsd catchwater has been completed and grouting for piling at the central pier of bridge no. str17 will commence
鄰近於長沙引水道的泥
釘工程經已完成，與及將會為
橋編號str17的中間
橋墩展開樁柱灌漿的工程
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During the thermal cycling cracks propagation, cracks deflection, bridge and pinning are the most predominant reasons that the improvement of thermal shock fatigue resistance of composites
在熱震循環裂紋擴展中，裂紋偏轉、
橋聯和
釘扎是復合陶瓷熱震疲勞抗力得到改善的主要原因。
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M - type pneumatic riveting hammer is mainly used for hot working of metal construction in bridge truss, mine car, and it is also used for other working place in which impact energy is to be required
型系列風動鉚
釘機主要用於金屬結構的熱鉚接工作，如
橋梁、衍架、礦車等鉚接工作，也可用於其它需要沖擊能量的工作場合。
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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。
