橋基 的英文怎麼說
中文拼音 [qiáojī]-
Some key issues in the modeling of a long span composite cable - stayed bridge are discussed such as cable tension, dead load, large deflection, concrete deck stiffness, concrete deck - steel girder connection, and boundary condition. some conclusion can drawn from the thesis : 1. the initial equilibrium configuration of the bridge is clarified in the thesis
本文深入討論大跨度結合梁斜拉橋"基準"有限元模型建立過程中的幾個關鍵問題並得到一些有意義的結論： 1 .明確斜拉橋在索初應力和恆載作用下的初始平衡構型? ?處于初始平衡狀態時的幾何位置，給出了其計算方法。Treatment method for accidents in the bridge foundation investigation drilling in karst terrain
巖溶地區橋基勘察鉆探事故的處理方法Abstract : the engineering mechanics properties of soft foundation rock under the second changjiang bridge in nanjing are represented
文摘:闡述了南京長江第二大橋橋基軟巖的工程力學性質。Integrated appraisal technique of huatong big bridge pier
華銅大橋橋基綜合鑒定技術A. switches are primarily software based while bridges are hardware based
交換機基於軟體而橋基於硬體Blasting demolition of the old bridge ' s foundation with reinforced concrete - slurry complex structure
爆破拆除鋼筋混凝土與漿砌石復合結構老橋基礎Synthesis and characterization of three trinuclear ruthenium carbonyl clusters containing sulfur bridging ligands
含硫橋基配體的三核釕羰基簇合衍生物的合成與表徵Crystal structure of trinuclear cobalt carbonyl sulfur clusters with a bridging thiocarboxamido group
含橋基異丙基硫代甲酰胺基團配位的三核鈷羰基硫簇合物的晶體結構The in - situ test result shows that using the lime - soil pile to treat the collapsible loess under the bridge is feasible
現場檢驗表明，本文提出的採用灰土樁處理橋基濕陷性黃土地基是可行的。The reason of blocking pipe while pouring the pile of bridge foundation is analyzed, and the dealing methods are expounded
對橋基礎灌樁堵管進行了原因分析，論述了堵管事故的處理方法，闡明了灌樁堵管的具體對策。Abstract : the reason of blocking pipe while pouring the pile of bridge foundation is analyzed, and the dealing methods are expounded
文摘:對橋基礎灌樁堵管進行了原因分析，論述了堵管事故的處理方法，闡明了灌樁堵管的具體對策。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。Since the air pressure sink - box technology was abandoned, and the steel - plate peg round the barrage pipe peg foundation was adopted at first time in the wuhan changjiang bridge project, the steel round the barrage has been adopted in bridge foundation construction more and more. especially after the double wall steel sink well round the barrage bore peg foundation was creatively adopted in jiujiang changjiang bridge foundation, which was built in 1985
自從武漢長江大橋工程中擯棄了過去一直沿用的氣壓沉箱，首次採用了鋼板樁圍堰管柱基礎以來， 1985年建成的九江長江大橋基礎獨創性地採用雙壁鋼沉井圍堰鉆孔樁基礎，鋼圍堰在橋梁基礎施工中的應用越來越多。Over - limited and over - load transport has made great damages to traffic security, transportation marketing, vehicle manufacture and infrastructure
車輛超限超載運輸對交通安全、運輸市場、車輛生產秩序及路橋基礎設施造成了極大危害。In this paper, combined with the research project " study on the design, construction and quality monitoring of foundations in karst and mined - out regions along tanshao highway " financed by the department of communication of hunan province, a deep analysis has been made to find out the factors influencing the safe thickness of bearing stratum under the pile tip in karst region. three simplified models are set up to calculate the safe thickness, from which empirical calculation formulas are deduced. and a few important conclusions drawn from the discussion can be used to guide engineering practice, which are also valuable materials for the revision of current criterions later
本文結合湖南省交通廳「潭邵高速公路巖溶及采空區路、橋基礎設計施工與質量監控方法研究」研究課題，以潭邵高速公路為工程依託，通過深入分析巖溶區基樁樁端持力層安全厚度的影響因素，提出了樁端持力層安全厚度計算的三類簡化模型，以此為基礎，推導出了樁端持力層厚度計算公式，並通過討論得到了可用於指導工程實踐的幾點重要結論，可供今後規范的修改參考；本文針對巖溶地區的特殊情況，提出了巖溶區樁基設計方法及具體設計步驟，並借鑒國內外巖溶區樁基的成功經驗，提出了巖溶區樁基設計處理幾種特殊方法，可供同類工程借鑒；另外，本文通過具體的工程實踐，系統總結了巖溶區樁基施工技術及常遇問題的處理方法。( 4 ) for hunshuihe river bridge, the stable angel of yichang and wanzhou bank slopes should be 62 ? and 50 ? respectively ; and the depth of piers on yichang and wanzhou banks should both be 21. 5m and the piers should both be at least 20m away from the slope edge
（ 4 ）混水河大橋宜昌端、萬州端穩定坡角分別為62 、 50 ，橋基埋深均為21 . 5m ，距岸坡邊緣均為20m 。Construction control of datum strand erection of self - anchored suspension bridge of pingsheng bridge
平勝大橋自錨式懸索橋基準索股架設的施工控制In this paper, two kinds of the aforesaid methods based on the parabola and catenary theories for the datum strand erection of the self - anchored suspension bridge of pingsheng bridge in foshan under non - datum state condition of erection are presented
介紹基於拋物線理論和基於懸鏈線理論的平勝大橋基準索股非基準狀態下架設垂度修正量的確定方法及達到該垂度的施工控制方法。( 2 ) for yeshanhe river bridge, the stable angel of yichang and wanzhou bank slopes should be 60 ? and 78 ? respectively ; and the depth of piers on yichang and wanzhou banks should both be 10m and the piers should be at least 25m and 24m respectively away from the slope edge
（ 2 ）野三河大橋宜昌端、萬州端穩定坡角分別為60 、 78 ，橋基埋深均為10m ，距岸坡邊緣分別為25m與24m 。A baseline finite element model must be a full three - dimensional model that can reflect the built - up bridge conditions comprehensively and correctly. in addition, it must be a model properly validated by the bridge field tests
斜拉橋基準有限元模型首先應該是能夠全面、正確反映結構真實性態的完整的計算模型，其次，它還應該是經現場試驗驗證了的有限元模型。分享友人