箱形結構 的英文怎麼說

中文拼音 [xiāngxíngjiēgòu]
箱形結構 英文
box type construction
  • : 名詞1. (箱子) chest; box; case; trunk 2. (像箱子的東西) anything in the shape of a box
  • : 結動詞(長出果實或種子) bear (fruit); form (seed)
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • 結構 : 1 (各組成部分的搭配形式) structure; composition; construction; formation; constitution; fabric;...
  1. In the special fields wheel drive, wheel, gear box construction with spiral technology or beyond that with hypoid, cone, spur wheel as well as with gears, spiral cones and / or with bevel gear and cogged wheels and gears is graessner gmbh well - known

    Graessner gmbh是一家現代化的、可靠的專門產品供應商,這家供應商從事傳動、傳動齒輪,錐體、圓錐、彈頭,錐齒輪,錐齒輪,錐齒輪驅動,錐圓柱齒輪,輪、葉輪、齒輪,齒輪,齒輪傳動,螺旋錐,曲線齒錐齒輪傳動,圓柱齒輪,齒輪和傳動的製造、銷售。
  2. In order to considering the affections of the adjacent zone out of the girdler section, the internal - forces of two end surface which were obtained by the horizontal shaft system analysis are exerted on each model respectively. moreover, the weight, cable force and prestressing forces including girder longitudinal, diaphragm transverse and inclined web vertical directions are considered

    考慮到梁段以外附近區域的作用,在其兩端面上施加了由平面桿系分析所得的端面內力,另外,索力和預加力(梁縱向、橫隔梁橫向、斜腹板豎向)也施加在相應的位置,分析了主梁在自重、索力和預應力作用下的空間應力效應。
  3. Gs series high speed involute cylindrical gear box is hard gear side box which is according to national criteria to design and manufacture. its structure form is outside engaged straight fear, oblique tooth gear or herringbone gear of single, closed and parallel axis

    Gs系列高速漸開線圓柱齒輪是按照國際標準設計、生產的硬齒面齒輪,其式為外嚙合的直齒、斜齒或人字齒,單級、閉式、平行軸傳動。
  4. The bottom edges of the endplates are mated to another winglike device, the lower main plane, which in turn is attached to the rear crash structure ? a carbon fibre cone bolted onto the gearbox

    終板末端邊緣被設計成與另一個翼狀地設備相配合,這個翼狀設備是一個較低的平面,附著在尾部碰撞上? ?變速上面的碳纖維錐螺釘。
  5. To solve these problems, a fem preprocessing system in materials joining process has been developed in this dissertation. based on this system, a welding numerical model of a missile ’ s oil box has been established and the structure ’ s distortion rules after welding have been analyzed

    本文針對這一現狀開發了一個專門針對焊接過程數值模擬的有限元前處理系統,並應用該系統建立了某型號導彈油的焊接有限元模型,分析了該的焊后變規律。
  6. As an application of this fem preprocessing system, the simulation on the welding process of missile ’ s oil box was performed, in which the effects of the welding sequences of four web plates and welds on each web plate are primarily analyzed. the simulation results show that the deformations under varied welding sequences are almost the same. downward deflection deformation is obtained along the weld longitudinal direction in the structure as well as upward deflection deformation along the weld traverse direction

    對于某型號導彈油焊接過程的數值模擬計算,主要考察了每塊立板上各段焊縫焊接順序的調整、四塊立板之間不同的焊接順序以及焊接起始端的選擇對焊后變的影響規律,模擬果表明:壁板在各種焊接順序下的整體變規律基本相似,即焊後壁板沿焊縫縱向發生了向下的撓曲變,中部向下變量最大;沿焊縫橫向發生了向上的撓曲變,壁板兩端部變量較大,且壁板前端變大於壁板後端。
  7. Welded sturdy box construction, using heavy - gauge steel plates for ruggedness. d - section frame for resistance to deformation

    全焊接平臺,採用高強度鋼板,適應惡劣工況的工作需要。 d型截面的平行圍邊減小了變
  8. The paper describes structural features, assembling and welding procedure of the anchor box of wuhu - changjiang great bridge

    介紹了蕪湖長江大橋錨特點及組焊工藝,提出了控制焊接變的幾項有效措施,以及採用該工藝收到的良好效果。
  9. This paper highlights the durability design features and design alternative adopted for the parts of steel structure, concrete decks of and joints between steel and concrete composite box girder for the cable - stayed spans of donghai bridge over main navigable channel in the marine environment

    摘要介紹東海大橋主航道斜拉橋鋼混凝土合梁的鋼部分、混凝土橋面板、鋼混凝土合部位在海洋環境下耐久性設計特點及採用方案。
  10. The paper introduces large - scale fem software, algor, by which the auther can build model of hanging box of high pile cap, and simulates accurately three loadcases, which include loadcase behind enclosed concrete, loadcase behind empty water in hanging box, and loadcase behind high pile cap construction. the auther calculates tensor and displacement of hanging box weir when loads exert panels, supports, suspenders, top beams, base beams of hanging box weir. at the same time the auther carrys out th e stability analysis, besides, educes calculational and analytical data, which are tally with construction result in the main

    論文介紹大型通用有限元計算軟體algor ,並用軟體建立大遼河特大橋高樁承臺吊圍堰的全模型,相對準確地模擬灌注封底混凝土后、抽除吊內河水后、承臺破冰體施工后等三種受力工況,並用模型進行了應力和變的計算,計算各工況荷載作用於吊體板面、內支撐、吊桿、懸吊頂梁、底梁等的應力和變,並對比吊圍堰板面計算變和施工實測變果是吻合的;對大遼河特大橋高樁承臺輕型吊的穩定性進行了計算分析;論文研究工作表明,應用組合有限元方法計算大型施工問題具有現實意義。
  11. The coal unloading chute is a kind of the underground reinforced concrete box structure. the main beam of coal unloading chute being made skew, this kind of structure has been the first time in domestic

    進煤系統的主體建築物卸煤溝為地下式鋼筋混凝箱形結構,卸煤溝溝頂主梁採用斜向布置,這種布置式在國內尚屬首次。
  12. Heavy steel plate and large section of box construction with reliable construction strength

    箱形結構由於是厚鋼板成,截面積大,具有可靠的強度。
  13. In view of this case, the paper mainly studied sound radiation properties of structure, sound source identification methods, main factors affecting frame radiated noise and the common way to control the noise radiated by rotary machines. the detail research shows as fellows : ( 1 ) study on sound radiation properties of box - shape structure

    根據這種情況,本文以旋轉機械噪聲為主要對象,比較系統地對聲輻射的性質、聲源識別方法、聲的主要影響因素以及旋轉機械噪聲控制的普遍方法進行了研究,具體研究內容如下: ( 1 )箱形結構聲輻射性質的研究。
  14. Taking gear case as research object, we studied the sound radiant efficiency of complex box - shape structure under practical stimulation by experiment, mainly observed the difference of sound radiant efficiency between the complex structure under practice stimulation and the known simple structure

    以變速為對象,對實際激勵條件下箱形結構的聲輻射效率進行了試驗研究,重點考察了這種在實際激勵下的聲輻射效率同已知的簡單聲輻射效率的異同以及激勵的改變對輻射效率的影響。
  15. Finally according to the load - capacity superposition concept, a simplified design equation for determination of the load capacity of circular composite columns with h - shaped and box - shaped structural steel is proposed. through comparison with the accurate computer - based method, it is found that the proposed simplified equation is accurate enough and can meet the requirement of practical applications

    同時基於承載力疊加的概念,提出了配置工字型和鋼的圓截面組合柱在單向和雙向偏壓荷載下的承載力簡化計算公式,通過與精確的計算機數值迭代方法的比較發現,當荷載偏心較小時該簡化計算公式具有足夠的準確度,能夠滿足工程應用的要求。
  16. Stress intensity factors of surface cracks in a box structure by sub - modeling technology of finite element

    有限元子模型法計算箱形結構表面裂紋應力強度因子
  17. Abstract : the shaft well of the xiezhuang coal mine has been designed of a poured - in - place reinfcrced concret box structure. sliding and pouring method, an alternate procedure for the construction of a coal mine shaft well project, the procedures are as following : 1, the progress of each storey " s construction has been carried out step by step duly 2, the construction of slabs and 3, during construction, the light - type network structure has been used as a complementary operating platform for the sliding formwork construction. these synchronization procedures have achieved comprehensive economic benefit and social efficiency

    文摘:協莊礦副立井井塔為現澆鋼筋混凝土箱形結構,採用滑一澆一工藝進行煤礦井塔施工,施工順序為塔壁逐層滑升,梁板逐層跟進,施工中利用井塔屋面輕型網架作為滑模輔助操作平臺,同步滑升,取得了較好的綜合經濟效益和社會效益。
  18. The shaft well of the xiezhuang coal mine has been designed of a poured - in - place reinfcrced concret box structure. sliding and pouring method, an alternate procedure for the construction of a coal mine shaft well project, the procedures are as following : 1, the progress of each storeys construction has been carried out step by step duly 2, the construction of slabs and 3, during construction, the light - type network structure has been used as a complementary operating platform for the sliding formwork construction. these synchronization procedures have achieved comprehensive economic benefit and social efficiency

    協莊礦副立井井塔為現澆鋼筋混凝土箱形結構,採用滑一澆一工藝進行煤礦井塔施工,施工順序為塔壁逐層滑升,梁板逐層跟進,施工中利用井塔屋面輕型網架作為滑模輔助操作平臺,同步滑升,取得了較好的綜合經濟效益和社會效益。
  19. This paper deeply analyses and studies the bridge from the overall arrangement of box beam, substructure design in special geology condition, and the arrangement of priestess wire bundle, combining with the design and construction of two pc

    本文合兩座中等跨徑預應力連續剛橋的設計與施工,對該類橋從的總體布置、預應力鋼束的布置以及下部造設計如何優化進行了深入的分析和研究。
  20. The bending property of hsc structure under blast load is also observed. throughout all these tests the development of cracks is recorded

    另外進行了淺埋高強混凝土拼裝式箱形結構化爆試驗,以檢驗其動載抗彎性能。
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