高樁承臺 的英文怎麼說

中文拼音 [gāozhuāngchéngtái]
高樁承臺 英文
elevated pile foundation
  • 高 : Ⅰ形容詞1 （從下向上距離大; 離地面遠） tall; high 2 （在一般標準或平均程度之上; 等級在上的） above...
  • 樁 : Ⅰ名詞（樁子） pile; pole; stake Ⅱ量詞（用於事情）
  • 承 : Ⅰ動詞1 （托著; 接著） bear; hold; carry 2 （承擔） undertake; contract （to do a job） 3 （客套話...
  • 臺 : 臺名詞（指臺州） short for taizhou （in zhejiang province）
  1. " prestress anchor ribbed beam support system " is a new practical support technology which came from soil nailing walls system and un - embedded rank of piles with anchors support system that has been used successfully for 4 years by the author and his company named qingdao deep foundation stabilization engineering co., ltd. it " s mechanism is similar to rank of piles with anchors support system that can not be inserted into the bottom of foundation trench, but it " s ribbed beams are used to replace rank of piles made before excavation so the work cycle can be shortened and the support system cost can be reduced ; meanwhile this system maintains the soil nailing wall " s convenience of digging and supporting

    「預應力錨桿肋梁支護技術」是筆者及所在單位歷時四年在土釘墻和無嵌入多錨排樁兩種支護體系基礎上開發應用成功的一種新型實用性支護技術。其支護機理類似於未嵌入坑底的排樁多錨支護，只是由肋梁代替了開挖前施工的排樁從而提前工期並降低支護造價；同時繼承了土釘墻隨挖隨支護的機動靈活性。自1998年至今該技術已在青島、濟南、煙臺等十幾個深基坑和高邊坡工程中成功應用。
  2. Based on the data of pile driving records of a great number of piles in offshore platforms and the project about driveability analysis of super large diameter, super length, deep penetration pile of one oil - gas field in our south sea ， simultaneously, following up the front of the research of pile driving, studies have been performed as followings : 1

    本文緊密結合大量工程實測數據和我國南海某大型油氣田開發所提出的平臺超大直徑、超長、深貫入樁基的動力打樁可打入性和承載力的高精度預測分析研究課題，同時跟蹤本學科前沿領域，對以下幾個方面進行了較為深入的探討和研究。
  3. According to the development of the society and economy, pile foundations have played more and more important effects in the development of modern civil engineering. at present, pile foundations in the offshore petroleum platforms, super high - rise buildings and long span bridges, should not only bear vertical loads but also accept horizontal loads to adapt high, heave, large buildings

    目前我國海洋石油平臺、超高層建築、大跨度橋梁等中所使用的樁基礎不僅能承受巨大的豎向荷載，而且能承受較大的水平荷載，以適應現代建築物高、重、大的要求。
  4. The collapsible loess is often met during the construction of the high - grade highway in the loess area, and the main failure is the uneven subsidence of the roadbed and the culvert, which affects the safe usage of the roadbed and the culvert, etc. directed against this, based on the chankou - lanzhou freeway construction, the paper analyzes the application of the composite ground formed by lime - soil pile under the bridge and designs the project, discusses the rules of the contact pressure, the stress ratio of the pile and the soil, compares the p - s curves of one pile, the composite ground formed by one pile and the composite ground formed by two piles based on the in - situ plate loading test, evaluates the bearing capacity of the composite ground of the project

    黃土地區的高等級公路建設中經常遇到濕陷性黃土問題，其病害類型主要是地基土受水浸濕后引起路基、橋臺、涵洞等的不均勻沉降，直接影響路基、構造物等的正常使用。針對此問題，本文依託甘肅讒口至蘭州柳溝河高速公路建設工程，對橋基灰土樁復合地基應用的可行性進行了深入分析，根據具體工程進行了合理的設計與計算，並配合現場靜載荷試驗及壓力盒實測數據，探討了基底應力分佈規律，樁土應力比，變形模量的變化關系，對比分析了單樁、單樁復合和雙樁復合的p ? s關系，對橋基灰土樁復合地基承載力進行了整體評價。
  5. The construction technology of the thin - wall caisson used in drilled pile foundation

    高壓旋噴樁配合雙壁鋼圍堰在深水承臺施工中的應用
  6. All the pile foundation projects of jilin yinmahe bridge, changchun ring freeway crossing bridge, haerbin - dalian line dongliaohe bridge and changtu highway bridge etc, designed and constructed by jilin geological prospecting institute, have won the high opinion for its rapid and high quality construction, the geological survey for many projects such as teachers ' high - rise residence building for changchun jiefangda road primary school, and dalian binhaiyinyue hotel etc, and the engineering survey for jilin television transmitting tower, hawaii hotel, zhongma building and fangzhi building etc projects have won the high opinion

    承擔施工的吉林省飲馬河大橋、長春環城高速公路立交橋、哈大線東遼河大橋及昌圖公路大橋等工程的樁基礎工程均以快速優質的施工受到好評，承擔施工的長春市解放大路小學教師高層住宅樓、大連濱海音樂渡假賓館等多項工程的勘察項目以及吉林電視臺發射塔、夏威夷大酒店、中馬大廈和紡織大廈等工程勘察項目均受到委託方贊譽。
  7. High - rise pile cap

    深基礎高樁承臺
  8. The stability of elevated pile caps is an issue deserving concern either in the design procedures or at construction stages

    摘要高樁承臺的穩定，在設計與施工過程中是值得關注的。
  9. With the development of construction technology and mechanic about deepwater foundation, hanging box weir had being applied widely for construction of high pile cap

    隨著深水基礎施工技術和機械的發展，吊箱圍堰在高樁承臺施工中的應用日益廣泛。
  10. With reference to the practical design of a bridge, the stability and ultimate carrying capacity of the elevated pile caps of the bridge are computed by numerical method known as elasto - plastic finite element analysis

    結合某橋設計實踐，按彈塑性有限元方法，對高樁承臺的穩定性進行了分析，解算了結構的極限承載力。
  11. The construction technique in question is applicable to the river reach where water current directions and water levels are varying and to the construction of bored piles and elevated pile caps for deep water foundations of major bridges over river and sea in the offshore area

    本項新技術可運用於水流方向多變、水位變化大的河段及近海跨江跨海特大型橋梁深水基礎鉆孔樁及高樁承臺施工。
  12. In this thesis, on the basis of the existing construction and design data in the world, as an example of daliao river bridge, which is the second deepwarter bridge above daliao river, the auther makes a review and summary of hanging box construction method, introduces design and construction process of the hanging box of daliao river bridge in detail

    本論文以遼河上的第二座深水特大橋? ?大遼河特大橋為背景，在搜集國內外已有的深水基礎施工及設計資料的基礎上，對吊箱法施工高樁承臺工法進行了歸納和總結；對大遼河特大橋高樁承臺吊箱的施工設計與施工過程作了較為詳細的介紹。
  13. In this paper, by way of example of the elevated pile cap construction of sanmenjiang bridge in liuzhou city, the design and construction of the column steel boxed cofferdam of tensile and compressive type are introduced with particular details given to its design scheme, working principles, construction technology and construction key points, and the matters of attention in the construction with the cofferdam are expatiated as well

    以柳州市三門江大橋高樁承臺施工為例，介紹拉壓柱式鋼吊箱圍堰的設計與施工，重點介紹鋼吊箱圍堰的設計方案、工作原理、施工工藝及施工要點等技術細節，同時對鋼吊箱圍堰施工中的注意事項進行了闡述。
  14. The paper introduces large - scale fem software, algor, by which the auther can build model of hanging box of high pile cap, and simulates accurately three loadcases, which include loadcase behind enclosed concrete, loadcase behind empty water in hanging box, and loadcase behind high pile cap construction. the auther calculates tensor and displacement of hanging box weir when loads exert panels, supports, suspenders, top beams, base beams of hanging box weir. at the same time the auther carrys out th e stability analysis, besides, educes calculational and analytical data, which are tally with construction result in the main

    論文介紹大型通用有限元計算軟體algor ，並用軟體建立大遼河特大橋高樁承臺吊箱圍堰的全結構模型，相對準確地模擬灌注封底混凝土后、抽除吊箱內河水后、承臺破冰體施工后等三種受力工況，並用模型進行了應力和變形的計算，計算各工況荷載作用於吊箱全結構箱體板面、內支撐、吊桿、懸吊頂梁、底梁等的應力和變形，並對比吊箱圍堰板面計算變形和施工實測變形，結果是吻合的；對大遼河特大橋高樁承臺輕型吊箱的穩定性進行了計算分析；論文研究工作表明，應用組合有限元方法計算大型施工結構問題具有現實意義。
  15. The results indicate that this method can minish settlement largely, decrease level thrusts on bridge abutment, make the settlements transition, improve the bearing capacity of foundation soil and its economic benefits are notable. the results of field test show that low intensity piles can put into widely use in soft foundation of express way

    研究結果表明，採用低強度樁復合地基加固橋頭軟基時，可以採用變樁長、變間距的設計思想，使沉降逐漸過渡，減輕橋頭跳車的危害，並且還可以減小沉降和深層土體水平位移，減小對橋臺及其樁基的水平推力，提高地基承載力。
  16. The formulas for pile force influence lines of piled rigid deck derived by using formulas of raking pile of bridge deck are applied for calculating the pile force influence lines of piled rigid deck in port engineering, the results by which fully meet the design requirement

    摘要應用橋梁承臺斜樁實用公式法推導出剛性樁臺樁力影響線的計算公式，並應用於港口工程高樁剛性樁臺樁力影響線的計算，其結果完全能滿足工程設計要求。
  17. In recent years, evident deformation of shore slope for piled wharf occurred at many corners of piers in tianjin port, resulting in relative displacement and deformation of inshore structures, which grievously affects the safety of wharf structures

    摘要近幾年天津港多個突堤轉角處的高樁碼頭岸坡變形比較明顯，導致碼頭後方承臺結構構件出現明顯的相對錯位、變形等破損情況，嚴重影響了碼頭結構物安全。
  18. After years of development, interaction characters of piles, rafts and foundations are widely applied in engineering practice. literatures on actual settlement and development process of pile - raft foundations show that substance of pile - raft foundations " settlement consists of many parts and then produces whole compressing distortion. it will take many years or even more years to finish distortion

    高層建築的樁、承臺（或筏板） 、地基共同作用特性，經過多年的研究發展，已逐步開始應用於工程實踐中，縱觀許多描述樁?筏基礎的實際沉降和沉降發展過程的文獻可知：樁?筏基礎沉降實質是由多個主要分量組成，進而產生的整體壓縮變形，並且需要歷經數年甚至更長時間才能完成的過程。
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