軸架底座 的英文怎麼說

中文拼音 [zhóujiàdezuò]
軸架底座 英文
pedestal base
  • : 軸Ⅰ名詞1. (圓柱形的零件) axle; shaft 2. (對稱部分的直線) axis 3. (圓柱形的纏繞器物) roller; spool Ⅱ量詞(用於纏在軸上的線以及裝裱帶軸子的字畫)
  • : Ⅰ名詞1 (用來放置東西或支撐物體等的東西; 架子) frame; rack; shelf; stand 2 (毆打; 爭吵) fight;...
  • : 底助詞(用在定語后, 表示定語和中心詞之間是領屬關系, 現在多寫作「的」)
  1. Xm ) trundle needle, trundleing the post thrust bearing trundles the needle through the roll part of the body, cylinder roller and thrust maintain shelf and the thrust bed down the livestock to make up, trundleing needle and the cylinder roller is subjected to the shelf maintaining that the thrust maintains and guides. moreover thrust bed down the livestock against the difference, shaft, the pedestal encircles and employs in company, fix module shaft shoulder end face and the shell opening back plane dimensional tolerance, geometry accuracy, rigidity, axial is moved up and down, coarse degree ought to accord with the internation , national standard stipulation demand

    滾針,滾柱推力承由滾動體滾針,圓柱滾子及推力保持和推力墊圈組成,滾針和圓柱滾子受到推力保持的保持引導,並與不同的推力墊圈,圈一起使用,安裝組件的肩端面和外殼孔面的尺寸公差,幾何精度,剛性,向跳動,粗糙度應符合國際,國家標準規定的要求。
  2. One can receive individual offers fast around trailer for six - wheelers, chassis and at the same time on trailer, aluminium chassis and suspender and beyond that also on frames by mail from anhaenger fahrzeugbau meierling gmbh co kg

    Anhaenger fahrzeugbau meierling gmbh co kg公司積累了多年經驗,在自己的網頁上這家企業為您介紹其它的專門產品,例如關于鋁制盤,掛車,車身盤、、飛機起落、升降罐籠、車,臺、支,吊桿,半拖車、單拖車。
  3. A method of choosing the wind load influence modulus that decides the wind load numerical value of combination structure was proposed correspondingly. firstly the wind load parameter that influences the wind load of combination structure was chosen according to design criterion of high - rising structure and through tradition calculation methods of wind load. by using currently calculation methods the axis force and martix of the most danger section was worked out, and the security of structure was analyzed and checked

    首先運用傳統風荷載計算的方法,結合本文的組合結構的特殊情況,以高聳結構設計規范為參考,參照風荷載理論選定了影響該組合結構風荷載的風荷參數,並依據一般塔演算法(簡化懸臂梁法)計算出了與連接處斷面(最危險截面,距塔6米段)的力和彎矩,同時對此處進行了應力分析和可靠性校核。
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