臂板軸 的英文怎麼說

中文拼音 [bèibǎnzhóu]
臂板軸 英文
semaphore shaft
  • : 臂名詞1. (胳膊; 從肩到腕的部分) arm 2. (人體解剖學上多指上臂) upper arm
  • : 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) ...
  • : 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)
  1. We mainly produce shifting fork and release fork of large - scale and heavy - duty truck ; shifting fork, release fork, shifting block, choosing - gear shaft, reverse - gear shifting fork shaft, right - and - lfet steering joint arm, upper cross arm shaft, wheel hub, link rod of all kinds of cars right - and - left supports, nipbutton of train auto - girder parts ; centeral wedge, fixed lean - board of absorber ; shifting fork, erankshaft, link rod, under - link board, startup pole of motocycle ; mould forging of mine, construction machinery, textile machinery, non - ferrous metal industry, etc

    主要生產產品:大、重型卡車變速箱的撥叉、分離叉等;各種轎車變速箱的撥叉、分離叉、撥塊、選檔、倒檔撥叉、左右轉向節、上橫、輪轂、聯桿,火車自動梁部件的左右支柱、夾扣,減震器的中心楔塊、固定斜等鍛件;摩托車的撥叉、曲、連桿、下聯、啟動蹬桿總成;礦山機械、建築機械、紡織機械、有色金屬等精模鍛件。
  2. Then an thorough computer modeling using finite element program with material, geometry and state triple - nonlinear taken into account is carried out on a series of influencing factors, such as comparison with npn - beam splice connection, comparison of varies designed theories, and the varying of fraction coefficient, diameter, grade, pretension and arrangement of bolts, thickness of web and flanges of beam and column, splicing location, axial loading on column, etc. lots of useful conclusions are drawn form computer modelling. finally, design and construction suggestions are given out. this study fills the black in the field of steel beam - to - column connection with cantilever beam high - strength bolted - splicing at both home and abroad

    然後,本文在考慮材料、幾何和狀態三重非線性的基礎上,對該連接形式進行了全面的計算機模擬,主要考慮了帶懸梁段全螺栓拼接的樑柱連接節點與無拼接的樑柱連接及翼緣對接焊接腹拼接的連接節點的對比,各種設計方法之間的對比,以及翼緣拼接和腹拼接的螺栓間距、直徑和數量,拼接點與梁端之間的距離,梁和柱的翼緣、腹厚度,柱的力,接觸面的摩擦系數,翼緣和腹拼接的厚度等因素的影響。
  3. For the cantilever beam, the theoretical stiffness and limited capacity are slightly less than the test ones if considering only the steel beam and the reinforced bars in the negative moment zone with the concrete in the tension zone ignored

    結果表明:簡支組合扁梁,忽略彈性中和以下受拉的混凝土的影響,採用等效換算截面方法計算所得的剛度和極限承載力與試驗結果比較吻合;懸梁只考慮混凝土中配置的負彎矩鋼筋,忽略混凝土,計算所得的剛度和極限承載力比試驗結果略微偏小,但相差不大。
  4. The catena product wholly design for transporting definite corrosive medium have granule or crystal, adopt steel pad uhmw - pe to made it. owned excellent resist causticity and reputably resist attrition, structure and design is model of hang arm front - karat, impeller is half karat model no front cover, boost up transit capability of passage. let the granule and impurity of medium pass pump - cavity quickly not to jam

    本系列產品專為輸送具有一定腐蝕性且含有細顆粒或有結晶的介質而設計,採用鋼襯超高分子量聚乙稀模壓成型工藝製造,具有優異的耐腐蝕性和卓越的耐磨性能,結構設計為懸前開式,葉輪為半開式無前蓋,增強了流道內的通過性,使介質中的顆粒及雜質很快通過泵腔而不會堵塞,封為k型氟橡膠密封環外帶冷卻水套,兼顧了耐腐與耐磨的雙重要求。
  5. 3. as for side web girder, the principle of minimum potential energy has been introduced. by assuming different displacement function, the force and stress formulae for flanges under uniform loading, horizontal axial force, or vertical concentrated force have been derived

    對于邊主肋截面主梁,本文介紹了能量變分法,通過假定不同的向位移函數,推導了懸梁在均布荷載、水平向力、豎直集中力作用下的微分方程和應力計算公式。
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