水下橋墩 的英文怎麼說

中文拼音 [shuǐxiàqiáodūn]
水下橋墩 英文
underwater foundation
  • 水 : 名詞1 （由兩個氫原子和一個氧原子結合而成的液體） water 2 （河流） river 3 （指江、河、湖、海、洋...
  • 下 : 下動詞1. （用在動詞后,表示由高處到低處） 2. （用在動詞后, 表示有空間, 能容納） 3. （用在動詞后, 表示動作的完成或結果）
  • 橋 : 名詞1. （橋梁） bridge 2. （姓氏） a surname
  • 墩 : 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
  • 橋墩 : （bridge） pier
  1. 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、門墩、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、臺明、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。
  2. The construction techniques of sinking well and explode in water are introduced. auto climbing form panel technique is applied in the construction of main tower

    斜拉橋主橋墩設計為鋼筋混凝土圓端型沉井結構，其中詳細介紹了沉井下沉施工技術，同時介紹了水下松動控制爆破技術。
  3. In the light of the low - lying pile cap foundations designed for main piers no. 2 and no. 3 of tianluo bridge on wenzhou - fuzhou railway. this paper describes the ways to resolve the construction problems of the foundations in deep water in sea and at seabed that is steep and without overburden, using the construction techniques of underwater rock blasting, steel cofferdam floating, positioning, bottom sealing and manual pile digging

    摘要針對溫福鐵路田螺大橋2號、 3號主墩設計上採用低樁承臺基礎情況，介紹運用水下巖石爆破，浮運鋼圍堰就位、封底、人工挖孔樁等施工技術解決海上深水、河床陡峭且無覆蓋層的基礎施工難題。
  4. The underwater near - site explosion safety control management is expounded in combination with rock blasting for pier footing of the newly built nos. 15 & 16 berths of dalian new port area

    摘要結合大連新港地區新建15 （上標# ） ， 16 （上標# ）泊位工程橋墩基槽炸礁的實際情況，介紹水下近場爆破安全控制管理問題。
  5. This paper gives an account of the construction schemes of building artificial islands and sinking concrete cofferdams for shoal piers no. 53 and no. 59, and the construction schemes double - wall steel cofferdams for deep water piers no. 54 ~ 58 of hengyang xiangjiang river bridge on wuhan - guangzhou passenger dedicated railway

    摘要介紹武廣客運專線衡陽湘江特大橋53號、 59號淺灘墩採用的築島、下沉混凝土圍堰施工方案，以及54 ~ 58號深水水中墩採用的雙壁鋼結構圍堰施工方案。
  6. With studying the character of the fairway, the hydrology, the model circumstance, this paper starts with the geog raphical environment at the bridge area, and uses the computer to simulate the navigation track under these situation, then provides correlating data and analyzing method engineer to optimize the position of the piers and seaman to maneuver the ship when they enter the bridge area

    本文從橋區的地理環境出發，通過研究橋區的航道特徵、水文特徵、典型環境條件，建立了相關的數學模型，並運用計算機模擬船舶在這些條件下的航跡，從而為橋梁的選址、橋墩位置的優化以及船舶駕駛員在進入橋區時的航行方法提供相關的數據和分析手段。
  7. As an inlet structure, the forbay is an important part of the pumping station. the pressurized forbay, close in top structure, is a kind of particular forbay in which water is pressurized. based on the integral hydraulic model test of shanghai changqiao waterwork ' s water - transport pumping station, some research on the hydraulic characteristics of the pressurized forbay has been done in the paper. the main content is listed as follows : l. the hydraulic characteristics of the pressurized forbay in different water supply combination and different pump unit combination without divertion measure, and the reason of the poor flow state. 2. the hydraulic characteristics of the pressurized forbay with diversion pier, and the reason why the flow state can be improved. 3. the experimental research on the critical air suction condition of the pressurized forbay

    本文基於上海長橋自來水廠改造工程送水泵站整體水力模型試驗，對有壓前池的水力特性進行了研究，研究的主要內容如下： 1 、無導流措施的有壓前池在不同供水組合及不同機組開機組合條件下的水力特性，並分析了流態較差的原因； 2 、加設導流墩後有壓前池的水力特性，以及加設導流墩流態改善的原因; 3 、有壓前池進氣臨界條件的試驗研究； 4 、水泵進氣以後水泵性能的討論。
  8. According to features of diffcult anti - washing construction of pier foundation under compley hydroraphic, gological, and water potential conditions, combining construction condition methods, author analyze and conclude key points and difficulties of anti - washing construction of the fourth main pier of great sutong bridge, and difficulties in construction and relevant countermeasures

    摘要針對在復雜的水文、地質、河勢條件下進行橋墩基礎沖刷防護施工難度大的特點，結合施工工藝和方法，對蘇通大橋主橋4號主塔墩沖刷防護施工中的重點難點、施工中出現的不利隋況及應對措施進行了分析研究。
  9. By extending the calssical fluid mechanism result about the flow field round a pier to two piers, the formula of the deflection degree of flow direcrion is deduced with the assumption that the field around two piers simulates that of one pier

    將流體力學中圓柱繞流經典理論的成果推廣應用於雙圓柱橋墩的情況，假設單橋墩的繞流流場可以按照一定的規律疊加，推導出圓柱形墩斜交橋梁橋下水流流向偏轉角度的計算公式。
  10. In this thesis a numerical model to solve the planear 2 - d depth - integrated flow ( dif ) has been established with irregular body - fitted mesh finite volume method and explicit maccormack predictor - corrector method and applied to the study of damming caused by a bridge pier under 14 working conditions varied with the combination of different pier shape. flow rate and contraction ratio

    本論文採用非規則貼體網格有限體積法和顯式maccormack預測-校正法求解平面二維水深積分方程，對明渠水流運動的數值模擬方法進行了研究，並且應用該數值模型計算了14種不同的橋墩體型、來流、收縮比的組合工況下的橋墩壅水問題。
  11. In this paper, scale models are used to study local scour around bridge piers and abutments, and the scour pit pattern and maximum scour depth, which may serve as a reference for engineering design, are given

    採用系列模型試驗方法，對具體工程大型橋墩在水流和波流共同作用下的局部沖刷分別進行研究，提出了沖刷坑形態和最大沖刷深度，供工程設計參考。
  12. The results based on the experiments under steady current and under current - wave interaction show that it is necessary to analyze the dynamic conditions of wave and current in calculation of scour depth around practical bridge piers

    同時，通過單向水流和波浪水流兩種情況沖深結果比較，指出在預測波流共同作用下的大型橋墩局部沖深時，不應將兩種動力條件進行簡單的迭加，而應具體問題具體分析。
  13. Based on a regress analysis of the results of 74 columns models from eight different tests, an empirical formula for calculating the residual shear strength of reinforced concrete bridge columns is derived. and compare the formula to them proposed by the current codes

    通過對得自8次不同試驗的74根鋼筋混凝土墩柱模型試驗結果的回歸分析，最終建議了一種考慮軸壓比影響和延性水平影響的強震動下，鋼筋混凝土橋墩殘余剪切強度的實用計算公式，並與國內外現行規范公式進行對比。
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