鋼墩 的英文怎麼說

中文拼音 [gāngdūn]
鋼墩 英文
steel piers
  • 鋼 : 鋼名詞（鐵和碳的合金） steel
  • 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
  1. 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。
  2. Application of electroslag welding in high bridge pier

    鋼筋電渣壓力焊在高橋墩上的應用
  3. With the further economic growth and the implement of development of the western regions, hydroelectric construction in our country is undergoing rapid growth, anumber of high - dam power - station is in building or in programming. in view of its higher - head and larger magnitude of spill structure outlet, it is difficult for conventional concrete or reinforced concrete structure of pier and pier room to support its vast water pressure. coupled with the improvement of prestressed method, it has been the noteworthy tool in solving the problem

    隨著我國經濟的加速發展及西部大開發戰略的實施，我國水電事業也迎來了迅猛發展的大好時機，一批高壩水電站正在建設或規劃之中，其泄水建築物孔口及水頭愈來愈大，常規混凝土或鋼筋混凝土閘室閘墩結構難以承受如此之大的水推力作用，隨著預應力技術的成熟，這一技術已成為解決該問題的關鍵技術措施之一。
  4. The scheme is a transition between the box girder with vertical piers and the true arch.

    該結構是具有垂直墩的箱梁橋鋼與真正的拱橋之間的一種過渡形式。
  5. Road safety barriers. cast in place concrete separators and walls. special steel accessories

    道路安全隔欄.現場澆注混凝土隔離墩.專用鋼制附件
  6. In which, it gives inquiring of the construction of deep - water foundations and the usage of floating crane. the construction program of bridge pier foundation will be fixed according to the water depth. if the water depth is less than 4m, pier foundation will adopt the method of building island by earth filling ; if the water depth is more than 4m and there is over burden at river bed, at the same time, it has sufficient bearing capacity to load steel pipe pile, the steel pipe pile platform will be adopted

    其中，對深水基礎的施工及浮吊的使用進行了探討，根據水深確定橋墩基礎的施工方法，對水深不超過四米的橋墩基礎，採用填土築島的方法：對水深大於四米，河床有覆蓋層，且能保證鋼管樁具有足夠的承載力的橋墩，採用鋼管樁平臺；對主河道上河床沒有覆蓋層，鋼管樁無法插打的橋墩，採用浮式平臺。
  7. Demolition of reinforced concrete railway pier by static - demolition agent blasting

    鋼筋混凝土橋墩的破碎劑脹裂拆除
  8. Juncture application of coarse screw thread reinforcing steel bar coop of main piers in xigang viaduct

    鐓粗直螺紋鋼筋接頭在西港高架橋主墩鋼筋籠連接中的應用
  9. Pier 3 - extension of steel casing for bored piles construction

    3號橋墩-建造鉆樁中的鋼套接駁工序
  10. Based on the urgent need that pier protective device primarily designed needed to be tested its crashworthiness by the impact of ship in multi - situation, etc in multi - angle and multi - water, the writer analyzed the critical elements that affect the simulation of the collision between ship and pier protective device, and found the feasible way to deal with the conflict between calculation efficiency and precision. using this method and employing ansys / ls - dyna program, which is the universal nonlinear dynamic analysis software, a head - on collision between ship and pier protective device designed for guanzhou river bridge is simulated and presented, the simulation of time history course of full - scale mini - collision between ship and pier protective device was taken into reality with a spot of elements ( less than 21000 ) and scanty time ( 9 hours on p4 pc )

    本文在前人研究的基礎之上，結合船橋碰撞實例，對碰撞計算機模擬模擬的關鍵技術進行了研究，在效率與精度的矛盾中找到平衡，對一艘2000噸級散貨船橫橋向正撞廣東管洲河大橋橋墩防撞鋼套箱這一種工況進行了計算機模擬模擬，實現了以較小的單元和較短的時間模擬碰撞的時間歷程，模擬滿足工程精度要求，解決了目前碰撞模擬計算周期太長的問題，同時模擬模擬得到的結論對該類防撞裝置提供了有價值的參考。
  11. Steel sheet piling type dolphin

    鋼板樁式系船墩
  12. Construction of cofferdam for bearing platform and steel sheet pile of main piers of huangzhou bridge

    黃洲大橋主墩承臺鋼板樁圍堰施工
  13. Steel pile type dolphin

    鋼樁系船墩
  14. Two great towers support four huge cables

    兩座巨大的橋墩支撐著四根巨型鋼纜。
  15. 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。
  16. 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》 。
  17. 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。
  18. The new construction technique applied to the huge steel boxed cofferdam for foundation of pylon pier no. 2 of wuhan tianxingzhou changjiang river rail - cum - road bridge was to fabricate the cofferdam in integrity in workshop, shift it down to river and float it to the pier site where it is then accurately positioned by pre - tensioning at the anchor pier

    摘要武漢天興洲公鐵兩用長江大橋2號主塔墩基礎大型鋼吊箱圍堰採用工廠整體製造，下河浮運至墩位，利用錨墩施加預拉力精確定位的施工新工藝。
  19. In this paper, the pier - wall models respectively built with steel - fiber concrete and ordinary concrete were tested for revealing their early bebaviors of thermal strain and thermal stress caused by adiabatic heating

    為此進行了鋼纖維混凝土和普通混凝土2個墩墻結構的模型試驗，比較了二者的溫度及溫度變形的特性。
  20. This paper mainly makes the research of construction method for cast - in - situ concrete box girder of continuous girder bridge, using assembled highway bridge steel truss ( often known as bailey truss ) as the falsework, technical schemes for the falsework erected over river, particularly the rigid slant supports of the falsework on piers, and analysis, calculation methods and deformation of the falsework in accordance with the related tests in field

    摘要主要研究了採用裝配式公路鋼橋桁架（通常稱為貝雷架）做為支架進行連續梁橋現澆箱梁混凝土的施工方法；研究了跨河施工支架的技術方案，特別是施工支架在橋墩上的剛性斜撐，同時結合現場試驗研究了施工支架的分析計算方法及變形。
分享友人
分享到 Line

分享到臉書