架設支柱 的英文怎麼說

中文拼音 [jiàshèzhīzhù]
架設支柱 英文
set a prop
  • 架 : 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;...
  • 設 : Ⅰ動詞1 （設立; 布置） set up; establish; found 2 （籌劃） work out : 設計陷害 plot a frame up; fr...
  • 支 : Ⅰ名詞1 （分支; 支派） branch; offshoot 2 （地支） the twelve earthly branches3 （姓氏） a surname...
  • 架設 : set up; erect
  • 支柱 : pillar; support; prop; mainstay; sustentaculum; stull; brace; crutch abut strut; raker; shore; ma...
  1. ( 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，採用一端設立柱另一端吊掛在已合攏梁段上的梁式膺架，解決了支柱支承在古錯落體上的不穩定問題。
  2. 4 bridges shall be deck type, through type or hybrid type ( with or without bracing ). for through or hybrid type with top bracing, the minimum vertical clearance shall be 4880 mm ( 16 ’ - 0 ” )

    鋼架橋為層式設計，直通式或復合層（可帶或不帶支柱） 。直通式或復合式要帶頂部支柱，水平空間最小為4880毫米（ 16英尺） 。
  3. Resurvey the column axis and elevation line, and mark out the column form line, 1 : 2 cement mortar will be used to leveling at the column bottom. “ 井 ” shape rack will be set around each column, and mark elevation control line on it

    將柱軸線、標高線復測投點，彈出柱支模線，將柱腳支模處用1 : 2水泥砂漿找平，每根柱周圍搭設井字架，在井字架上抄測標高控制線。
  4. Because of the need of architectural function, high - rise buildings of frame - shear wall structure are developing rapidly, in the lower part, frame columns with small rigidity are laid to get large space which is used as marketplaces, eateries and recreational sites ; in the upper part, shear walls with large rigidity are laid to get small space which is used as residences, hotels and offices

    近年來高層建築發展迅速，由於建築功能的需要，框支剪力墻結構的高層建築發展迅速，下部布置剛度小的框架柱以獲得大空間作為商場、餐館、文化娛樂設施，上部布置剛度大的剪力墻形成小空間作為住宅、旅館或辦公用房。
  5. In addition, instead of portal brake of j93 - 1000b model, the brake device of j93 - 1000c changes into rushing board brake, thus the dependability of braking is consumedly advanced, being convenient to adjust, and the rigidity strengthening of plate design reduces the vibration noises during the working of press. with cast steel as the material of slide, slide weight of j93 - 1000c model is increased 1 thousand kgs than j93 - 1000b model with nodular cast iron as material. plus that the width from front and back of frame upright post of j93 - 1000b model is 750mm, while its 1000mm for j53 - 1000c model, increasing 250mm than the former

    J93 - 1000c螺桿螺母螺旋副使用壽命及螺桿的剛度也增加剎車裝置由原j93 - 1000b型門剎車改為j93 - 1000c推板式剎車，制動可靠性大大提高，而且便於調整，平臺設計剛度增強降低了壓力機工作中的振動噪聲j93 - 1000c型滑塊支背材質鑄鋼j93 - 1000b型的為球墨鑄鐵而且j93 - 1000c型滑塊重量比j93 - 1000b型增加1000公斤， j93 - 1000c型機架立柱前後寬1000毫米比j93 - 1000b型機架立柱前後寬750毫米增加250毫米， j93 - 1000c機身重46 . 8噸， j93 - 1000b整體機身重38 . 5噸。
  6. In addition, instead of portal brake of j53 - 1000b model, the brake device of j53 - 1000c altered into rushing board brake, thus the dependability of braking is consumedly advanced, being convenient to adjust, and the rigidity strengthening of plate design reduces the vibration noise during the working of press. with cast steel as material of slide, slide weight of j53 - 1000c model is increased 1 thousand kgs than j53 - 1000b model with nodular cast iron as material. plus that the width from front and back of frame upright post of j53 - 1000b model is 750mm, while its 1000mm for j53 - 1000c model, increasing 250mm than the former

    J53 - 1000c螺桿螺母螺旋副使用壽命及螺桿的剛度也增加剎車裝置由原j53 - 1000b型門剎車改為j53 - 1000c推板式剎車，制動可靠性大大提高，而且便於調整，平臺設計剛度增強降低了壓力機工作中的振動噪聲j53 - 1000c型滑塊支背材質鑄鋼j53 - 1000b型的為球墨鑄鐵而且j53 - 1000c型滑塊重量比j53 - 1000b型增加1000公斤， j53 - 1000c型機架立柱前後寬1000毫米比j53 - 1000b型機架立柱前後寬750毫米增加250毫米， j53 - 1000c機身重46 . 8噸， j53 - 1000b整體機身重38 . 5噸。
  7. Temporary signs are usually mounted on portable stands but may also be found on posts like permanent signs

    臨時標志通常設在可移動的支架上，有時也會設在固定的標志柱上。
  8. According to the structural characteristic of equipments a nd t he c ondition o f r unning e quipments, t he factors t hat i nfluence t he seismic capability of equipments would include bushings, flanges jointing bushings, bracket, dampers, cables, and so on

    根據電瓷型高壓電氣設備的結構特徵以及設備在運行時的狀態可知，影響設備抗震性能的因素主要包括：瓷柱、瓷柱之間的連接法蘭、設備支架、設備的減震和隔震裝置、設備之間的導線等。
  9. The framework of ce greenhouse is usually built with rust - proof iron bars and sealed with materials such as polyethylene film or polycarbonate sheet. a ce greenhouse is usually equipped with automatic environmental control system and irrigation system

    環控溫室通常以防銹鐵料作樁柱及支架、再用透明膠膜或膠板等物料密封，並裝設自動化的環控系統及灌溉系統。
  10. Railway fixed equipment. post brackets and portal structures for signalling in aluminium alloy

    鐵路固定設備.鋁合金信號用柱式支架和門架式結構
  11. The genetic algorithm approach is used in this study to search for the optimal design values of pillar, deck stiffened panels, transverse web frames, flexible structures and side shell stiffened plates

    在最佳化分析中採用基因演演算法以隨機搜尋方式尋找出汽車運送船上各層甲板中之支柱、加強肋板架、橫向肋骨、側板板架以及撓性結構的最佳化之設計尺寸。
  12. Construction works for the 4. 4km tin shui wai light rail extensions are now taking place at the junction of tin wah road and tin shui road. the contractor is carrying out piling works for the light rail viaducts and building an elevated light rail stop that will link the stop with nearby housing estates and shopping malls. at other sections of the extensions, the contractor is working on the surcharge

    4公里的天水圍新支線工程，現時工程主要集中在天華路天瑞路交匯處，承建商正興建架空橋的樁柱，該處將設置一個架空車站，連接鄰近的屋?及商場，至於其他路段，現時主要是進行壓土工程。
  13. Construction management system is the material carrier and guarantee for smooth execution of construction management process, it is also a frame pillar to support construction management system.

    建設管理體制是確保建設管理過程得以順利實施的物質載體和保證，也是支撐建設管理系統的骨架支柱。
  14. The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation ， uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction

    但大跨度橋梁混凝土索塔施工設備進場及現場管理都比較困難；塔柱多為空心變截面，且為高空作業，給模板工程及預應力張拉帶來一定困難；支撐系統連接的間隙變形、彈性變形、不均勻沉降以及環境溫差可導致橫梁裂縫；索塔施工偏位會引起的承臺和基礎的附加應力，對加勁梁的架設影響大；懸吊結構未完體系（架設時）施工階段的風致振動往往影響到施工的安全和質量；實心塔柱部分體積較大，易產生溫度裂縫。
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