柱架 的英文怎麼說

中文拼音 [zhùjià]
柱架 英文
bent
  • : 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;...
  1. The all-welded, a-frame pylon straddles the deck.

    全焊接的A形框式的塔與橋面叉開。
  2. Crack - control of aeolotropic hollow slabs in orthogonal in - site concreting deck floors in the construction of large - pillar - net structure of reinforced concrete

    網現澆混凝土框正交異性空心大板樓蓋的裂縫控制
  3. The analogous column is derived from frame without the overhangs.

    比擬按無挑臂框導出。
  4. The place was all doors and pillars, some connected above by continuous architraves

    這兒全是門框和石,有的石上面還著石樑。
  5. Aseismatic strengthening of beam column connection of reinforced concrete frame structure

    鋼筋混凝土框節點的抗震加固
  6. 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,滾推力軸承由滾動體滾針,圓滾子及推力保持和推力墊圈組成,滾針和圓滾子受到推力保持的保持引導,並與不同的推力墊圈,軸,座圈一起使用,安裝組件的軸肩端面和外殼孔底面的尺寸公差,幾何精度,剛性,軸向跳動,粗糙度應符合國際,國家標準規定的要求。
  7. String that bluebeard up to a post ! he ' s satan hiding behind the cross

    -把「藍鬍子」綁在子上! -他是藏在十字後面的撒旦!
  8. The girder is braced against an erection bracket.

    梁支撐在塔上的一個施工托上。
  9. Abstract : this paper discusses some problems in design of brick masonry building with internal frame under horizontal earthquake effect t he problems of the distance of asemic cross wall, the caculation model of outer wall - colum and interal frame, some asemic load bearing capacity the author ' s vi ew is also presented

    文摘:本文就多層內框磚房在水平地震作用下抗震橫墻間距、外壁和內框的計算模型,與有關抗震承載力計算等問題進行了分析,並提出作者的意見。
  10. ( 4 ) the instability problem of the columniation supporting was solved in the construction of side - span. ( 5 ) the circle - steel nip - patch anchor was applied for the thread - snap of the prestressed crude steel wire, the double facility anchor was used for deeling with the slip - wire of steel wring

    ( 4 )在邊跨直線段施工中,採用一端設立另一端吊掛在已合攏梁段上的梁式膺,解決了支支承在古錯落體上的不穩定問題。
  11. The two specimens, which are designed as : main beam - pre - stress beam ? floor ? frame columniation assemble the space specimens. in order to checkout whether the code can be applied for the special structure systems, the structure of the specimens refer to the current gb50010 - 2002 concrete structure design code and gb50011 - 2001 seismic resistant code

    本文試件的各組成構件為:非預應力邊梁預應力梁板框組合空間試件,各組成構件的構造參照了現行《 gb50010 - 2002混凝土結構設計規范》及《 gb50011 - 2001抗震規范》的有關規定,以檢驗規范及設計條例能否適用於該特殊結構形式。
  12. Frame columns inset the filler - wall, avoided the influence that the comer of the room columns outstanding to indoorses view and take up the using space. at the same time, this structure has some advantages as the frame structure, such as arranging neatly, comparting easily etc., deeply welcoming by inhabitant and real estates company, is a building structure system that have the vast development foreground and satisfying the request of green building ". current, the reinforced concrete special - shaped columns structu re system lacks the actual measuring data of earthquake damage and the comprehensive aseismic performance of structure system, the structure system not yet is included in the national code, needing the thorough research

    鋼筋混凝土異型結構體系,採用t形、 l形、十形截面代替傳統的矩形截面,以輕質材料製作的框填充墻代替自重較大的粘土磚填充墻;框隱于墻內,避免了屋角楞突出對室內觀瞻及佔用空間的影響,同時,又具有框結構布置靈活、易於分隔的優點,深受住戶及房地產開發商的歡迎,是一種滿足「綠色建築」要求並具有廣闊發展前景的建築結構體系。
  13. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型,對中國古代木結構中的典型構造如:腳在礎石頂面平擱簡支、柱架榫卯連接、高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究: (一)通過木石礎靜摩擦試驗,測定了腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律; (二)通過單承載力試驗,測定了古建築中木的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量; (三)通過柱架低周反復荷載試驗,測定了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數; (四)通過斗?低周反復荷載試驗和受壓試驗,測定了古建築木構件與木構件間摩擦系數,斗?抗側移剛度,斗?恢復力特性及滯回曲線,斗?抗壓極限承載力及受力變形規律; (五)通過抬梁式殿堂間模型振動臺試驗,測定了殿堂木構結構自振周期,地震反應振形、阻尼特性及阻尼比;按結構分層特點對腳、頭和斗?層上的屋蓋的地震反應採用多點同步測量,對根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  14. Inland navigation vessels - detachable railings - stanchion, holder for stanchion

    內河船舶.可松開式欄桿.欄桿.柱架
  15. The enterprise weihai hongyang yacht co., ltd. deals in pylons and clamps in addition to air pumps as well as with clamps

    公司提供夾子、夾鉗和空氣壓縮機、風泵以及標塔、標桿、柱架范圍內的可行性方案。
  16. Post mounted drill

    柱架式鑿巖機
  17. Machine tools - test conditions for die sinking electrodischarge machines - terminology and testing of accuracy - two column machines slide - head type and cross - slide table type

    機床.放電加工刻模機的試驗條件.術語和精度試驗.雙柱架式鑿巖機
  18. Machine tools - test conditions for die sinking electrodischarge machines - terminology and testing of accuracy - single column machines cross slide table type and fixed table type

    機床.放電加工刻模機的試驗條件.術語和精度試驗.第1部分:單柱架式鑿巖機
  19. Column bracket structure

    柱架式高爐結構
  20. Rigid triple tie rod connections between injection unit and locking mechanism enables maximum transmission of shot force and accurate alignment throughout the injection process

    壓射系統裝置以三條拉桿連接于鎖模柱架的支上,壓射力能透徹傳遞,且其剛性能保持機構連成一線。
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