墩臺 的英文怎麼說

中文拼音 [dūntái]
墩臺 英文
abutment wall
  • : Ⅰ名詞1. (土堆) mound 2. (墩子) a block of stone or wood Ⅱ量詞(用於叢生的或幾棵合在一起的植物) cluster
  • : 臺名詞(指臺州) short for taizhou (in zhejiang province)
  1. Stone bridges consist of pillars, abutments and arches made up of stones held together by mortar.

    石橋由灰漿結合在一起的石頭子、橋和橋拱組成。
  2. The factory undertakes the composing of the following business mainly : white marbl carved stone crouches the lion, the sleeping white marbl carved stone lion leak from the lion, white marbl carved stone, white marbl kylin, white marbl mythical wild animal ( pixiu ), white marbl dragon and phenix lamp pole, white marbl ornamental column, the cattle opening up virgin soil, white marbl figure of the buddha, the top of a pillar stone, white marbl fairy maiden, white marbl personage, white marbl carved stone elephant ( figure in stone ), white marbl dolmen, white marbl shi ting, stone bridge, white marbl stele, white marbl check dragon post, white marbl balustrade, granite dysmorphism, stone strip, flat piece of stone, foundation stone, door block, jade article treating, emboss, ornamental column, dragon post, lettering, silica sand, white marbl woollen cloth, ancient times build gardens ( breast board, platform ming dynasty, artificial stone with textures cut with an axe, rockery design, flowerpot, eroded limestone, mechanism cobblestone, mushroom stone etc. ), rockery fountain, nursery stock flowers and plants etc. paper of, saying that the stone table, stone bench, stone light, board carve characters on a seal, the column, vase post, window cover with, the door pocket, geomantic omen ball wait, and managing

    本廠主要承做以下業務:漢白玉石雕蹲獅、漢白玉石雕走獅、漢白玉石雕臥獅、漢白玉麒麟、漢白玉貔貅(皮休) 、漢白玉龍鳳燈柱、漢白玉華表、拓荒牛、漢白玉佛像、柱頂石、漢白玉仙女、漢白玉人物、漢白玉石雕大象(石像) 、漢白玉石牌坊、漢白玉石亭、石橋、漢白玉石碑、漢白玉盤龍柱、漢白玉欄桿、花崗巖異形、石條、石板、漢白玉奠基石、門、玉器加工、浮雕、華表、龍柱、刻字、硅砂、漢白玉毛料、古建園林(欄板、明、剁斧石、板道、石桌、石凳、石燈、牌匾刻字、圓柱、花瓶柱、窗套、門套、風水球等,並經營假山石、花盆、太湖石、機制鵝卵石、蘑菇石等) 、假山噴泉、苗木花卉等。
  3. On the foundation design of the bridges on mengcheng - bengbu freeway

    蒙蚌高速公路橋梁墩臺設計研究
  4. The superstructure of the bridge is a three - span ( 80m + 130m + 80m ) continuous rigid frame. the main piers are single - column flexible solid piers, whose foundation are 2. 0m dug piles. the abutments are light - type box abutments, whose foundation are 1. 2m bored cast - in - place piles

    該橋上部為80m + 130m + 80m三跨連續剛構;主為單柱柔性實體,其基礎為2 . 0m挖孔樁;橋為輕型箱式橋,其基礎為1 . 2m鉆孔樁。
  5. The three - dimensional finite element analysis of piled breasting dolphin was carried out using ansys

    利用大型有限元計算軟體ansys對高樁式樁整體結構進行了三維有限元分析。
  6. Abstract : this paper introduces the structure, principle, manufacture and applying methods of the climbing equipment for the construction of extraordinary bridge substructures

    文摘:本文介紹了某特大橋墩臺砼施工爬升設備的構造、原理和製作及使用方法。
  7. With estabilishing a three - dimensional fem model and dealing with structure - soil effect by m method, the computation method is an new application of fem software in harbor engineering

    通過對這種大型的工程結構建立空間有限元模型進行計算,並採用工程中常用的m法來處理樁土相互作用問題,為高樁式樁結構計算開創了一條新途徑。
  8. The keqikesubutai bridge is a long span railway bridge with high - rise piers located in the strong wind pressure and active seismic region, and is also a key construction project and the highest bridge on the jinghe - ining - horgus railway

    摘要克其克蘇布特大橋是一座位於高風壓、高地震區的高大跨鐵路橋梁,是精伊霍鐵路的重點工程之一,為全線最高橋。
  9. Usually, it is accustomed to name the bridge stride as the substructure of bridge

    通常習慣稱橋跨為橋梁的上部結構;稱橋,橋及其基礎為橋梁的下部結構。
  10. The bridge is composed of bridge stride, bridge pier, bridge platform and the cone of end of the bridge

    橋梁主要由橋跨、橋、橋及橋頭錐體等部分組成。
  11. According to the principle of the interaction between the beam and the cwr ( continuously welded rails ) that the longitudinal forces of cwr on railway bridges are passed on to the piers by the span structures of the bridge, the intensity of piers is checked up by calculating and the safety reservation is analyzed so that the design of the cwr on railway bridges is optimized and is safer and more economic

    摘要根據梁、軌相互作用原理(橋上無縫線路的縱向力通過橋跨結構傳遞到橋梁的墩臺上, )檢算橋的強度,進行安全儲備量分析,進而優化新建橋上無縫線路設計,使設計既安全又經濟。
  12. Built on sheer mountain ridges, it has perfect defense works formed by watchtowers, battlements, barracks, and etc

    城墻建在陡峭山脊之上,敵樓墩臺、邊城掩體,水關煙等形成了完備的軍事防禦體系。
  13. Summarizing the conclusions of computation in available literatures and analyzing synthetically actual experimental data, the paper established an interaction model of beam and rail, and by adopting fem and a program compiled by c + + language, this paper studied and calculated the rupture forces in the continuously welded rails ( cwr ) on a specially - designed simply - supported reinforced concrete bridge, and the distribution of rupture forces in rails as well as the law of their transmission to bridge piers and abutments

    摘要在總結已有文獻計算結論的基礎上,綜合分析實際測試數據,建立橋上無縫線路梁軌相互作用的力學模型,採用有限元方法和c + +語言編程,研究、計算特殊設計的混凝土簡支梁橋上無縫線路鋼軌斷軌力的分佈及其對橋梁墩臺的傳遞規律。
  14. Widening design of bent cap of cylinder pier platform

    柱式墩臺蓋梁的加寬設計
  15. Answer : according to ranking regulation, to the disease of bridge sui, wadi foundation of stage of change, mound erodes adjustable adjuster undertakes circumstance and rail fixed observation, fill in " adjustable adjuster observation records rail book "

    答:按照上級規定,對橋隧的病害、河道變化、墩臺基礎沖刷情況及鋼軌伸縮調節器進行定期觀測,填寫《鋼軌伸縮調節器觀測記錄簿》 。
  16. Optimization design of coping

    橋梁墩臺蓋梁的優化設計
  17. This paper discusses the design of bridge and the action of longitudinal force on the bridge pier, and draws the main result of the structural computation

    本文介紹了橋梁設計情況並討論了縱向水平力的組合及對墩臺設計的影響,給出了結構計算結果。
  18. The paper build a plane model of the whole bridge based on the fem, and analyze the internal force and structural displacement changes in every damage circumstance. the data reflect that the damages in arch rib in the tip will make internal force of some sections increased, accordingly the stability and the durability of the structure reduce ; the damages in the arch foot will change the structure system ; and the displacements of abutments will develop great accessional internal force, and deform the main arch and even crack, accordingly change the system of the structure

    論文建立了全橋的平面有限元模型,分析了在各種病害情況下全橋的內力及結構位移的變化,計算數據反映了,拱頂拱肋損傷會造成某些截面的內力增大,結構的穩定性和耐久性降低;拱腳損傷可能引起結構體系改變;墩臺位移會使上部結構產生較大的附加內力,使拱圈變形甚至於開裂,從而導致結構的受力體系發生改變等。
  19. In view of the characteristics of tin integration of rail transit elevated structure ad seamless route, this paper analyses tin metro design technical standards ( 2003 edition ) ad proposes the principles of value selection for elevated structure in the raw edition of code metro design

    摘要從分析城市軌道交通高架結構與無縫線路結合的特點入手,結合2003年版《地鐵設計規? 》 ,對高架結構中橋跨結構豎向剛度、橋縱向水準剛度、相鄰墩臺沉降量之差等標準制定的依據和取值進行分析和探討。
  20. In view of the problems of complex construction procedures, odious working conditions, complicated sea conditions and difficulty in construction the cast - in - situ pile caps for an offshore large oil terminal in beibuwan gulf, the paper lays emphasis on the solutions to the method and technology of construction, control points and some other technical issues for the construction of the pile caps

    摘要針對北部灣地區外海大型油碼頭海上現澆墩臺施工工序多、工作環境惡劣、海況復雜、施工難度大等問題,重點論述了墩臺施工方案、施工工藝、控制要點和一些技術難題的解決辦法。
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