架桿式 的英文怎麼說

中文拼音 [jiàgǎnshì]
架桿式 英文
pole type
  • : 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;...
  • : 桿名詞(桿子) pole; staff
  • : 名詞1 (樣式) type; style 2 (格式) pattern; form 3 (儀式; 典禮) ceremony; ritual 4 (自然科...
  1. It was an old-fashioned lift, operated by a lever on a brass box.

    這是一部老的電梯,由一個黃銅框上的杠操縱。
  2. Inland navigation vessels - detachable railings - stanchion, holder for stanchion

    內河船舶.可松開.欄柱.柱
  3. As a brand new supporting structure, the steeve - arch was firstly used in the design of tangyu aqueduct ( also used as a bridge ) lies on the eastern main ditch of shitou river, shaanxi province

    作為一種新型拱支承結構在陜西省石頭河東乾渠湯峪渡槽(橋渡結合工程)設計中首創應用。
  4. 3, the comparing analyses of tech - economic features, anti - seismic features on transverse direction of the aqueduct 1 ) from the angle of engineering cost, steeve - arch supporting structure, whose down beam have tectonic cracks, can spend less money up to 90 % or more than the usual arch supporting structure, namely steeve - arch supporting structure is very obvious on the side of cost

    3 、技術經濟比較分析1 )從造價方面看,下弦分縫的吊結構相對于下弦構造不分縫的豎結構可節約工程造價達到90以上,吊拱的經濟效果十分明顯。
  5. 2 ) from the angle of constructing course, steeve - arch supporting structure requires low - capacity cranes to erect, and simple constructing methods easy to meet. the time spending on construction is short. the usual arch supporting structure requires high - capacity cranes to erect, and complicate constructing methods hard to meet

    2 )從施工角度看,吊支承結構對吊車的起吊能力要求低,工藝簡單,施工方便,工期短;豎支承結構起頂重量大,對吊車的起吊能力要求高,施工難度大。
  6. 2 ) the structure elements should be laid out symmetrically and uniformly when designing steeve - arch structure, what ' s more, the reasonable selection of section geometric size near the arch foots of first beams is paid attention to and the arrangement difficulties of steel bar due to the big eccentric pressures 2, the analyses of anti - seismic features on transverse direction of the aqueduct l ) the method of adjusting the elements " mass can be harnessed in order to even the layout of seismic loads

    2 )設計吊支承結構時,各部分構件應當均勻對稱布置。另外,還應注意頭道梁拱腳附近截面的尺寸擬定,克服地震內力造成的大偏心受壓狀態給結構配筋設計增加的困難。 2 、橫槽向抗震性能分析1 )可利用調整構件質量的方法,使得結構的某些構件的地震荷載分佈均勻一些。
  7. Chromeplated steel pole, black painted springy frame, hidden lattice nylon or black nylon cloth, black abs handle, translucent plastic film packing, both for rainy and sunny use

    鍍鉻鋼,噴黑漆拉簧,傘面有隱格黑尼可供選擇,傘柄採用abs黑彎雙金套手柄,透膜傘套包裝,晴雨兼用。
  8. Considering special form of the boiler frame, the reconstruction and enforcement method, in addition dynamic analysis are given by particular steps : establishment of the model of boiler steel frame, determination of earthquake loads and distribution form, and anti - side force system for the frame to model and analyze, involving loads on the frame and above it, earthquake loads, damping, sway control installation, hanging bar and plate beam

    考慮鍋爐構鋼結構的特殊形,研究並提出了電站鍋爐鋼結構改造加固研究方法,及動力分析的具體步驟:建立了鍋爐鋼結構動力分析模型、地震荷載分析方法、建立了鍋爐鋼結構布置型、及整個鍋爐鋼構抗側力體系模擬分析方法。具體包括:鋼構本體及構上荷載、地震載荷與阻尼系數確定、制晃裝置確定、吊與大板梁簡化。
  9. Our research team at hewlett - packard ( hp ) laboratories views the crossbar architecture as the most likely path forward

    我們在惠普( hp )實驗室的研究團隊認為,最可能推進的途徑是利用交叉構。
  10. Taking shizishan landslide control in lueyang country as an example, the whole design process of lattice frame anchor structure are studied

    摘要結合略陽縣城獅子山滑坡的治理,討論了格構結構治理鬆散堆積體滑坡設計的全過程。
  11. Secondly, by making use of the features of lattice frame anchor structure which can protect slope and retain stability of landslide together with its small space between beams and light anchor, the calculation model and formulas of slope force are dealt with and the design process of lattice beam and pillar as well as anchor and plate are introduced carefully

    利用格構結構所採用的小間距、小噸位錨及連續格構樑柱,從而使格構樑柱受力較均勻,適合鬆散堆積體滑坡治理的需要,即同時滿足深層抗滑和淺層護坡。
  12. On the contents of two sides abovementined, this paper attempts to do some initial researches from three angles as follows : 1, the analyses of anti - seismic features on longitudinal direction of the aqueduct l ) the seismic longitudinal effects are small. the vibrant characters are decided from the structure integration and rigidness of piers and main arch - ring of the aqueduct, so the following measures should be taken in order to weaken and isolate seismic influence : properly broadening the section sizes and adopting the high class concrete, lowering the height and barycenter of building, setting hoop steel bars so as to increase the plasticity of the concrete which can absorb the seismic energy and prevent the damages due to stress centralization on the linkages and changing place

    本文試圖就上述的這兩大方面的內容,從以下三個角度進行了初步研究: 1 、縱槽向抗震性能分析1 )湯峪河吊拱支承結構的縱槽向地震效應較小;吊結構動力特性取決于槽墩和主拱圈的剛度,以及結構的整體性,故適當加大構件截面尺寸或提高砼標號,盡量降低結構的建築高度和重心,在構件連接和變截面處增設梗脅,按照約束混凝土的要求來加強箍筋的配置,增加砼的延性,以克服地震時構件連接和變截面處的應力集中造成的坡壞,並吸收大量的地震能量,從而起到隔震,減震的效果。
  13. Three types of adjustable turning rolls : manual lead screw adjusting, manual bolt shifting and electric sliding plate shifting

    可調滾輪有手動絲可調、手動螺栓移位和電動滑板移位三種。
  14. The biggest difference from the usual down bearing arch structure lies in this points that the four tectonic cracks on its two down beans ca n ' t constrain the level forces

    它與常規的下承支承結構的最大區別在於它的兩道下弦設置了四道斷縫,從而使下弦失去對拱腳水平力的約束作用。
  15. In this paper, ansys, the software on finite element analysis, is made use of processing the static and modal analysis on the preliminary models and its " modified ones. by analyzing the results, we can conclude that the stresses on the components of the modified models are tended to equilibration and the location of the branches " brace can also influence stresses and translations on the branches. in addition, the values of the intrinsic frequencies on modified models " are larger than the ones on preliminary models, but the ranges of the frequencies on both models are almost same

    傳統的弧形閘門的支臂結構基本上都是三角的,這主要是因為按平面體系進行計算的傳統設計方法忽略了結構的整體性及弧形閘門的空間結構特點,設計得比較保守,而實際上,將其改為a型結構也存在可行性,本文是利用有限元分析軟體? ? ansys對原模型及修改模型分別進行靜態和固有頻率的計算,通過分析比較其結果可知,支臂改為a型后會使閘門的整體受力趨于均勻,即原模型受力大的部件其應力變小,而原模型受力小的部件其應力會變大;而且a型支臂的支在不同的放置位置對支臂的應力和位移變化也有一定的影響。
  16. 3 - section chromeplated steel pole, 8 aluminium arms, auto open, abs handle, packing with protective sleeve made of the same material as the cover, both for rainy and sunny use

    鍍鉻順三節鋼傘,鋁骨三折八片內收自開自收傘,水電霧銀abs柄,色織格布壓花碰擊布傘面,本色布套包裝,晴雨兼用。
  17. 3 - folding umbrellas description : 3 - section chromeplated steel pole, 8 aluminium arms, auto open, abs handle, packing with protective sleeve made of the same material as the cover, both for rainy and sunny use

    鍍鉻順三節鋼傘,鋁骨三折八片內收自開自收傘,水電霧銀abs柄,色織格布壓花碰擊布傘面,本色布套包裝,晴雨兼用。
  18. The corrosion resistant plate penstock is in the frame of obvious - stem, which mainly consists of lifting device, frame, gate plate, seal, wedge block compressing set, rod and rod joint, rod guide tube, install accessory and etc

    不銹鋼閘門為明結構,主要由啟閉裝置、閘框、閘板、密封件、楔塊壓緊裝置、門接頭、、安裝附件等組成。
  19. Their joint rotation space ( jrs ) of both side bars and workspace of coupler points are basic issues in designing planar parallel manipulators. the study of the synthesis method for this kind of linkages is of practical significance

    平面五機構是平面並聯機械手的最基本形,對其兩連轉角空間及連點工作空間的研究是設計平面並聯機械手的基本問題之一。
  20. At last, a software about the jrs and workspace is developed in virtue of vc + + with which we can easily obtain the jrs of both side links and workspace of coupler points in any configuration mode of mechanism only if we input the dimensions of a five - bar mechanism

    最後,用vc + +開發出一個軟體平臺,只要輸入任意一個五機構的尺寸參數,就可以知道該機構在各種裝配模下的兩連的轉角空間及連點的工作空間。
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