架頂面 的英文怎麼說

中文拼音 [jiàdǐngmiàn]
架頂面 英文
toof support
  • : 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;...
  • : i 名詞(人體或物體的最上部) crown; peak; top Ⅱ動詞1 (用頭支承) carry on the head 2 (從下面拱...
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  1. Diesel, high roof, 5 - speed manual transmission, china standard specification, automatic door ( gliding type ), clock, cooler, amfm radio & cassette wmicrophone, tachometer, rear fog lamp, rear under mirror, rear window defogger, curtain, passengers seat belt, baggege rack, full wheel cap, high mount stop lamp, refrigerator. side glasspro - molding

    ,柴油,高,五檔手動變速,自動門(飛機門) ,鐘,原廠空調,收錄機連話筒,轉速表,后霧燈,尾鏡,尾發熱線,窗簾,乘客座位安全帶,行李,大轆cap ,尾高掛剎車燈,冰箱,側車窗(滑動式深綠色玻璃)
  2. For the tip - to - face roof stability, chock - fram type powered support only be applied to hard top - coal, shield - type powered support and chock - shield - type powered support can be applied to three top - coals

    通過分析,為保證端板穩定,支撐式液壓支僅適用於煤為硬煤的條件下,掩護式和支撐掩護式支在三種煤條件下均可以適用。
  3. A helicopter skimmed down between the roofs.

    直升飛機在屋掠過。
  4. Design and construction technology of suspended ceiling with aluminum slats placed in bottom chord of super large hyperboloid space truss for new terminal building of t3b in beijing capital international airport

    新航站樓超大型雙曲下弦鋁條板吊設計及施工技術
  5. { nic _ 97 } { our history is in the last case, top shelf

    {我們的歷史資料在最裡上的書
  6. 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:柱腳在礎石平擱簡支、柱榫卯連接、柱高不越間之廣、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)通過木柱石礎靜摩擦試驗,測定了柱腳與石礎古鏡間的摩擦系數及摩擦力隨上部結構荷載變化的規律; (二)通過單柱承載力試驗,測定了古建築中木柱的受力變形特徵、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)通過柱低周反復荷載試驗,測定了柱的抗側移剛度、柱恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱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;按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量,對柱根滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  7. The intelligent inspect system for roof slts in shenzhen citizen center is selected as a practice engineering background in this paper, the structure is a new political and cultural center and a symbolic architecture in shenzhen which overall structural area is 2. 1 million square meter, the roof is the largest space lattice in the world which is 486 meter long and 154 meter wide

    本文以深圳市民中心為實際工程背景,深圳市民中心是深圳市新的政治文化中心和標志性建築。其總建築積近21萬平方米,大屋空間網結構長486米,寬154米,是迄今為止世界上最大的網結構。
  8. The in - situ measurement and analysis of support resistance and top - coal movement in fully - mechanized top - coal caving face of a thick coal seam with dirt band had been carried out in some coal mine, the strata behavior and movement law of top - coal were revealed

    摘要對某煤礦含夾矸煤層綜放的支工作阻力和煤移動進行了現場觀測和分析,揭示了其礦壓顯現和煤運移的規律。
  9. It also has important reference value for the similar construction. by the safety and seismic evaluation of this aqueduct bridge, it has shown that ( 1 ) besides the structure of this aqueduct bridge was basically unharmed without some flake of concrete cover and revealing stirrup, its intensity basically reached the need of primary design. ( 2 ) from the side of carrying capacity, rib arch could satisfy the needs under the action of wind and earthquake, but some individual frame crossbeams and most rib arch tie beams could n ' t satisfy the need

    通過對東滑峪渡槽進行安全性能和抗震性能評估后表明: ( 1 )渡槽除肋拱有保護層剝落、箍筋外露,結構基本完好,其強度基本達到西安理工大學工程碩士專業學位論文原設計的強度要求; ( 2 )從承載力方看,在風荷載、地震作用下,肋拱基本滿足要求,個別排橫梁不滿足要求,肋拱連系梁普遍不滿足要求;計入水平橫槽向地震作用的工況為設計控制工況。
  10. A vertical piano cadby with exposed keyboard, its closed coffin supporting a pair of long yellow ladies gloves and an emerald ashtray containing four consumed matches, a partly consumed cigarette and two discoloured ends of cigarettes, its musicrest supporting the music in the key of g natural for voice and piano of love s old sweet song words by g. clifton bingham, composed by j. l. molloy, sung by madam antoinette sterling open at the last page with the final indications ad libitum, forte, pedal, animato, sustained, pedal, ritirando, close

    立式鋼琴凱德拜牌205 ,鍵盤露在外。上蓋關得嚴嚴實實,擺著一雙淡黃色婦女用長手套,一隻鮮綠色煙灰缸里是四根燃盡了的火柴,一根吸過一截的香煙,還有兩截變了色的煙蒂。譜上斜搭著一本古老甜蜜的情歌g .克利夫頓賓厄姆作詞,詹萊莫洛伊配曲,安托瓦內特斯特林206夫人演唱g大調歌曲
  11. The visitor was introduced into the drawing - room, which was like all other furnished drawing - rooms. a mantle - piece, with two modern s vres vases, a timepiece representing cupid with his bent bow, a mirror with an engraving on each side - one representing homer carrying his guide, the other, belisarius begging - a grayish paper ; red and black tapestry - such was the appearance of lord wilmore s drawing - room

    沒有特別的地方,一隻壁爐,壁爐上放著兩只新式的瓷花瓶:一掛鐘,掛鐘上連著一具張弓待發的戀愛神童像一兩邊都刻花的屏風一邊刻的是荷馬盲行圖,另一邊是貝利賽行乞圖灰色的糊壁紙用黑色飾邊的紅色窗簾。
  12. In order to evaluate the stability of the upper structure of the cross and the pillar - soil compound foundation, and provide more theoretical bases for design and construction of this type of jacking frame - overhead cross in future, the 2d fem analyses for bearing - deformation of the frame structure of the cross and the pillar - soil compound foundation are carried out, and some relevant conclusions are obtained

    為了評判該立交橋上部結構與樁-土復合地基的穩定狀態,同時為今後此類型進框立交橋的設計與施工提供更多的理論依據,對該立交橋的框結構與樁-土復合地基的承載變形進行了平有限元分析,取得了相應的認識。
  13. Referring to some type of the structure such as plane truss, grid truss and grid shell, the author dissertates the common construction technique including whole installation, integral propping up, integral lifting, high altitude construction in bulk, member assembly and sliding construction

    結合大跨度鋼結構的各種形式,如平、網、網殼等,概要的論述了其一般的施工方法、工藝和技術要點,包括整體吊裝法、整體升法、整體提升法、高空散裝法、分單元吊裝法和高空滑移法。
  14. The contents include : based on the previous research and the data of experimentations, the author researches and develops a kind of satisfactory semi - empirical formula of nonlinear temperature distribution, and calculates the temperature stress of rigid - framed arch bridge by the fem. the temperature effects of bridge structure by annual and sunlight temperature difference are discussed, it indicates that the temperature effect of annual temperature difference is small but the temperature effect of sunlight temperature difference is great and the temperature stress along beam depth resulted from sunlight temperature difference is nonlinear. with the comparison between the temperature effects of different position of bridge, the results show that where the section of bridge is small, the temperature stress of it is large

    本文主要包括以下內容:從理論上研究並結合實測資料發展了一種比較理想的半經驗溫度場非線性分佈公式,並將有限元方法應用於剛拱橋結構溫度應力的計算中,對橋梁結構進行整體溫度應力分析;討論了年溫差和日照溫差引起的橋梁結構的溫度效應,表明年溫差引起的溫度效應較小,而日照溫差引起的溫度應力較大且沿梁高呈非線性分佈;分析比較了橋梁結構各個部位的溫度效應的大小,可知截越小溫度拉應力越大,受力越不利;並對箱梁結構由於構造不同引起的縱向與橫向的溫度效應大小進行了探討,發現在板下緣也會出現相當大的溫度拉應力,並且梗腋的存在反而增加了板底部的溫度拉應力;還對幾種相近的剛構式橋型的溫度效應進行了分析對比,總結了這些橋型針對溫度效應的優劣,並提出相應的針對性措施。
  15. Interesting offers and target group - exact marketing of smokestack construction, plumbing works and of wood / timber plaster processing as well as further products and / or services such as truss / cradle works or roofing work you receive from dachdeckungs wandverkleidungs gmbh frischer wind

    Dachdeckungs wandverkleidungs gmbh frischer wind是一家高水平的公司,該公司為您供應高質量的產品並從事屋工作,腳手(搭建)工作,木塊路敷設工作,白鐵工工作,煙道建造的製造和銷售。
  16. Fabrication of the box beam is divided into such parts as reinforcement, formwork, concreting, prestressing, moving and storing of beam, pipe grouting under pressure, end sealing of the beam, water - proof layer on the bridge surface system, protective coating etc. the paper makes description of effective box beam construction technology and workmanship which can be adopted in other projects, such technologies as : manufacturing and fixing of reinforcement, steel reinforcement fixing baseplate, web plate and top plate respectively and lifting the steel skeleton into form, requirements of design and manufacturing and way of utilization for dismantling - erection type formwork and hydraulic formwork, optimization of concrete ratio, concrete pouring process of two ends of beam in priority over the middle, in sequence of first baseplate followed by web plate and top plate at last, concrete pouring in inclined section and in horizontal layer, concrete vibration mainly by external vibrator in assistance with internal vibrator, methods and regulation for steam curing of concrete, dual controls over stress and strain to ensure quality of prestressing workmanship, construction method of effective beam moving by heavy - weight special moving facility, some regulations and key notes about construction of grouting under pressure, beam ends sealing, water - proof layer on the bridge surface system, protective coating

    箱梁製造由鋼筋工程、模板工程、混凝土工程、預應力工程、移存梁工程、孔道壓漿工程、梁體封端工程、橋防水層和保護層工程等施工環節組成。文中介紹的採用胎具製作和綁扎鋼筋,分底腹板和板分別綁扎並吊裝鋼筋骨入模;拆裝式和液壓式兩種模板的設計、製作要求和使用方法;綜合考慮、優化混凝土配合比,混凝土灌注從兩端至中間、先底板、后腹板、再板的施工順序和斜向分段、腹板水平分層、附著式振搗為主、插入式搗固為輔的施工工藝,蒸汽養護的方法和規定;應力應變雙控制確保預應力施工質量的施工技術;採用重物移運器有效移梁的施工方法;壓漿、封端、橋防水層和保護層施工的一些規定和注意事項等都是對箱梁製造行之有效的施工技術和施工方法,並可為以後類似施工作借鑒。
  17. With observation on the resistance of zwm - type grid - shaped walking hydraulic support on no. 7177 working face of kongzhuang coal mine, the load - carrying properties are analysised, measures for raising usage rate of the support working resistance have been put forward

    通過觀測孔莊礦井7177工作zwm網格式液壓邁步放煤支的阻力,分析了支承載特性,提出了提高支工作阻力利用率措施。
  18. An aircraft has nosed over on the paved runway, airport closed. please divert to your alternate

    飛機在跑道拿大,機場關閉,請改航到你的備降機場。
  19. The simplified method, one time statically indeterminate plane truss, for the solution of sunflower - patterned cable dome and sunflower - patterned cantilever roof is introduced. this method is clear and convenient and the results are reliable

    提出了採用一次超靜定平徑向桁結構,求解荷載態下葵花型索穹和葵花型環形挑篷內力和位移的簡捷計算方法,該方法力學概念明確,思路清晰,計算簡便,結果可靠。
  20. The support designing analyses applying in big picking high and hard roof condition

    堅硬板下綜采準備工作擴幫立施工工藝
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