鋼管軸 的英文怎麼說

中文拼音 [gāngguǎnzhóu]
鋼管軸 英文
tubular steel axle
  • : 鋼名詞(鐵和碳的合金) steel
  • : Ⅰ名詞1 (管子) pipe; tube 2 (吹奏的樂器) wind musical instrument 3 (形狀似管的電器件) valve;...
  • : 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)
  • 鋼管 : steel pipe; steel piping; steel tube; steel tubing
  1. Final cooling section is at the end of the roller kiln, cooling tiles by axile fans suck a great of environment air and blow air onto the tiles directly, cooling tiles fast

    終冷段設在窯尾,它通過流風機,從伸入窯內的圓打入大量的冷空氣,達到快冷卻製品目的。
  2. Electric - welded tubes for cardan shafts

    傳動用電焊
  3. The products includes : the tubes for structural purpose, fluid transportation tubes, the compo tubes, the heterogeneous tubes, the boiler tubes, tubes for hydraulic cylinders, the tubes for bearing, the tubes for petroleum well, and so on

    產品品種有:結構流體合金異型鍋爐液壓油井用等。
  4. The cyclo - hoop effect which steel tubular has exert to the concrete shows the character of heterogeneous in the arch rib section, the same to the axial direction. the paper verifies the change of the material poisson ration and the concrete grade will make the cyclo - hoop effect obvious alteration, the change of the cyclo - hoop effect and the stress redistribution of the section produced by the shrinking and creeping of the concrete and the expensive concrete on the section

    混凝土拱肋斷面上,對內填混凝土的環箍效應具有非均勻性,在拱方向上環箍效應也呈現非均勻性。驗證了材料的橫向變形系數、混凝土標號等參數的變化將引起環箍效應的明顯改變;混凝土的收縮、徐變和膨脹混凝土的應用導致混凝土的環箍效應發生變化並使截面的應力發生重分佈;並總結了其變化的基本規律。
  5. A study on the behavior of concrete - filled double skin steel tubular columns of octagon section under axial compression

    八邊形中空夾層混凝土壓短柱力學性能的研究
  6. Major product has crane and mine to use related service and the products such as exavator, the rolling mill of seamless steel tube, board tape rolling mill, the oil membrane bearing of rolling mill, the extruder of nonferrous metal, forging press, burnt stove equipment, pressure vessel, deceleration machine, train axle, train ship, precise casting forging and large scale casting forging

    主要產品有起重機、礦用挖掘機、無縫軋機、板帶軋機、軋機油膜承、有色金屬擠壓機、鍛造壓機、焦爐設備、壓力容器、減速機、火車、火車輪、精密鑄鍛件、大型鑄鍛件等產品和相關服務。
  7. The cardan shafts are exported to malaysia, philippines, australia, etc by assorting with steel rolling machines such as baotou iron steel company, whose annual output of high - speed rod - rolling mill is 500, 000 tons ; 700, 000 tons of high - speed rod - rolling mill for wuhan iron steel company ; high - speed bar mill for hangzhou iron steel factory ; model 1430 large panel blank conticaster of panzhihua iron steel company ; model 2000 large panel blank conticaster for shanghai no. 3 iron steel company ; model 2201350 large panel blank conticaster, metallurgy seamless tube punching machine, pipe rolling machine, rolling mills of middle and small sizes etc for jiuquan iron steel company

    如:包頭鐵公司年產50萬噸高速線材軋機武漢鐵公司年產70萬噸高速線材軋機杭州鐵廠高速棒材軋機攀公司1430大板坯連鑄機上三廠2000大板坯連鑄機酒公司連鑄機以及無逢穿孔機軋機中小型軋機等冶金設備用萬向聯器。近年來還出口馬來西亞菲律賓澳大利亞等國軋機上用萬向聯器,公司主要產品還有造紙設備和木工設備。
  8. In this thesis, four types of steel beam - rectangular cfst column connections, including normal welded flange plate ( wfp ) connection, bolted flange plate ( bfp ) connection, stiffened end plate ( sep ) connection and double split - tee plate ( dst ) connection, were designed based on the configuration of steel frame connection. total 8 models, 2 models of each kind of connections were tested under low - reversed cyclic loading at the end of cfst columns. the relationships between force and displacement at the end of columns, the relationships between the moment and rotation of the joints, degradations of strength and stiffness, ductility, failure mechanism and failure characteristics of these four connections under different axial - compression ratios were presented

    本文借鑒框架節點構造,設計了四種類型矩形混凝土柱與梁連接節點,包括常規栓焊( wfp )節點、翼緣全螺栓連接( bfp )節點、雙t板連接( dst )節點以及加勁端板連接( sep )節點,進行了四類節點8個模型試件在柱端低周反復荷載作用下的抗震性能試驗研究,比較了不同壓比下節點的滯回性能、強度與剛度退化、延性、破壞機理與破壞特徵,主要結論有: 1 、節點的位移滯回曲線與轉角滯回曲線為塊型分佈,沒有或略有捏攏現象,耗能能力強; 2 、壓比對節點滯回曲線有顯著影響,全部節點都有顯著的剛度退化; 3 、位移與轉角骨架曲線在峰值荷載後有較長的水平或下降段,具有良好的延性性能; 4 、從整體抗震性能上看,翼緣全螺栓連接節點、雙t板連接與加勁端板連接節點都優于常規栓焊節點,可在實際工程中加以推廣。
  9. Experimental inve stigation of the heat transfer and hydromechanical characterist ics of single - head quot; w quot; type spirally fluted tubes

    對流換熱條件下微壁面向導熱的實驗研究
  10. It shows that the result of resistance under bending and torsion by this method is almost same as that of experiments. correlate equations of bearing capacity of this structure under complex loads are deduced. four expressions of bearing capacity of this structure under complex loads, which are press, bending and torsion, are deduced in the end

    最後利用壓、彎曲和扭轉作用的兩兩組合作用下的極限承載力相關方程,通過適當的簡化處理,就得到偏於安全的離心混凝土構件在壓、彎曲和扭轉三種荷載共同作用下的承載力計算公式。
  11. Creep analysis of axially compressed concrete filled steel box members

    混凝土心受壓構件的徐變分析
  12. With regard to the second phase water supply pipe project of no. 4 dongguang waterworks, an introduction was given to the selection of pipe jacking system, measures for resistance alleviation, application of intermediate jacking room, and control of axes in jacking construction of long distance steel pipe with large caliber, these may provide the reference for the construction of resembling project

    摘要結合東莞市第四水廠二期給水道工程過107國道段的頂施工,介紹了大口徑進行長距離頂進施工時頂機的選型、減阻措施的選用、中繼間的運用、線控制等問題,可供以後同類工程參考和借鑒。
  13. This research was also supposed to provide a valuable reference for the construction of 500kv eastern hangzhou transformer substation project. to guarantee the rationality of the torsion and bending load application, a set of experimental equipments was transformed from a traditional one by exerting tangential force on the brim of the fan board and conducting broad - billed roller application. in the actually fulfilled experiments on the capabilities of the members under different ratios of torsion and bending, the equipments proved to be well qualified in load applying to large - tonnage members

    試驗中,為保證扭轉及彎矩荷載施加的合理性,在浙江大學工程結構試驗室原有的加載設備的基礎上,分別採用在扇形板邊緣施加切向力和寬承滾加載的方法,改造並調試出一套可專門用於大噸位構件施加扭轉荷載及組合作用的試驗設備,並利用這套設備進行了離心混凝土構件在不同彎扭比的組合作用下的試驗研究。
  14. Especially indicate how to calculate the modulus of partially cfst arch bridge axis with different section and not even constant loads mass degree

    特別指出了部分灌注混凝土拱橋截面不統一且恆載集度有變化的前提下,如何考慮其拱系數的計算。
  15. The impact tests were carried out at the mid - span, and internal pressures of ompa, 5mpa, lompa and 15mpa were used in addition to the tests with water. the critical energy of perforation and the ballistic speed was measured, and the various types of rupture were identified from the section of the test specimens. force - time curves and internal pressure - time curves were obtained from experiment

    實驗中記錄了沖擊力時程曲線和內壓時程曲線,測量了鋼管軸向和周向橫截面的變形,得到了不同工況下的破壞模態、臨界穿透能量以及彈道極限速度,並找到了臨界穿透能量隨內壓的變化規律。
  16. Inelastic yield load of concrete filled steel tubular middle long columns under axial compression

    混凝土壓中長柱的非彈性屈曲荷載
  17. Research on the bearing capacity of concrete filled steel tubular moderate long columns with axial compression

    混凝土壓中長柱承載力研究
  18. The curve of arch rib, rib section bending, splice of rib sections, seperator of tube, bracing plates, bracing system, meeting of arch, concrete pumping, hangers, tie - rods, the tower of the cable crane and the guy ropes, technical specifications of cfst arch bridge are discussed

    混凝土拱橋的拱線選用、節段彎制、節段拼接、內分隔倉、綴板設計、聯結繫系統、合龍設計及其細節、內混凝土的泵送、吊桿、系桿、纜索吊機與扣索塔架、技術規范等12個問題進行了探討。
  19. This article studies on damaged round steel tube members and at the same time both material nonlinearity and geometric nonlinearity are considered in calculation. numerical integration method is planed to be adopted to analyses the ultimate bearing cap acity of damaged round steel tube members

    本文研究同時考慮材料非線性和幾何非線性的特點,採用數值積分方法,對受損圓鋼管軸壓桿件的極限承載能力進行分析。
  20. According to the theory of numerical integration calculation programs are complied to calculate the ultimate bearing capacity of damaged round steel tube members. thus the impacts of different damage notch depths and different damage zone lengths on round steel tube members " stability ultimate bearing capacity can be discussed

    根據數值積分原理,編制受損圓鋼管軸壓桿件極限承載能力的計算程序,並對受損傷的桿件穩定極限承載力問題進行計算分析,討論不同損傷情況對桿件穩定極限承載力的影響。
分享友人