鋼橋索 的英文怎麼說
中文拼音 [gāngqiáosuǒ]
鋼橋索
英文
cable suspended bridge-
Connection of the cables to the deck is accomplished in a bracket.
鋼索與橋面連接在托架上。The cables intersect the tower or pylon at different heights.
鋼索在橋塔或塔柱的不同高度上相交。Parallel wire strands supported the precast deck every 27ft.
使用平行鋼絲索來支承預制拼裝的橋面結構,鋼索間距為27英尺。Changes in strand tension can be easily determined if the bridge deck is resurfaced.
當橋面重新鋪裝時,易於確定鋼索內拉力的變化情況。Supervision points on jacking up steel - box ruction of self - anchored suspension bridge
自錨式懸索橋鋼箱梁頂升施工的監控要點Analysis on fracture of steel skein used for wire rope of bridge tie bar
橋梁系桿鋼索中鋼絞線斷裂情況剖析Calculation of the temporary stays in the erection of steel tube arch ribs by suspender method
某鋼管混凝土拱橋拱肋懸索吊裝施工中的扣索計算A comparison of steel deck weights indicates that the cable-stayed bridge again fills the void between the continuous girder and suspension bridges.
以上鋼橋面重量的比較指出,斜拉橋介於連續梁和懸索橋之間。Hot - dip galvanized steel wires for bridge cables
橋梁纜索用熱鍍鋅鋼絲Based on the conceptual considerations and structural design of pingsheng bridge in foshan, the first single tower and single span hybrid girder self - anchored suspension bridge in the world, the original technical achievements of the bridge, such as those of the integral bridge tower and separated stiffening girders, the stiffening hybrid girders, structural types of steel - concrete girder joint parts, steel box girder incremental launching and hanger adjustment, are presented and the key and innovative techniques for the self - anchored suspension bridge are described in a summarized account as well
摘要通過世界上首座獨塔單跨混合梁自錨式懸索橋佛山平勝大橋的方案構思及結構設計,介紹了其採用的整體橋塔分離式加勁梁橋型結構、混合加勁梁、鋼混凝土結合段構造型式、鋼箱梁頂推技術、吊索調索技術等原創性工程技術成果,綜述了自錨式懸索橋設計的關鍵和創新技術。Corrosion action slope cable used in cable - stayed bridge in different corrosion medium such as synthesis sea water, solution nacl and simulation acid rain are studied by electrochemical method, for example, linear polarization, tafel extrapolation and ac impedance method
對此,本論文以人造海水、 nacl溶液、模擬酸雨作為腐蝕介質,針對不同類型的鋼絞線,採用線性極化法、 tafel外推法和交流阻抗法等電化學方法研究斜拉橋拉索結構中鋼絞線在不同介質中的腐蝕行為。American designers and contractors have expertise and experience with cable assemblies in bridge structures.
美國設計者和承包商們具有在橋梁結構中使用鋼索裝配的專長和經驗。Working carefully in fast - flowing eddies created by crumpled steel and concrete, divers with only a foot of visibility had located some of the vehicles that were hurled into the river when the 40 - year - old bridge gave way during wednesday ' s evening rush hour in minneapolis
星期三傍晚下班交通高峰時期,密西西比河上方一座年逾40的橋轟然倒塌,斷橋的鋼筋混凝土掉入水中激起很多旋渦,水下救生員在能見度只有一英尺的水中經過認真摸索找到了一些被捲入急流旋渦中的汽車的位置The research in this paper is expected to provide helpful reference for the future design of pedestrian bridge with spacial double - layer cable system and abnormity steel box girder
通過本文的研究,以期為今後空間布置的雙層索系以及異形鋼箱梁斜拉橋在人行景觀橋梁設計中的應用提供有益參考。Modify above model along with altering structural form or the constitution of the bridge, such as different standard, steel ratio, steel pipe diameter, concrete module, brace allocation, the length of concrete of the main ribs, suspending pole mode and cable local vibrations, calculate the variety of dynamic character, analyze this factors which will affect. 2
對斜拉拱橋自振特性進行參數分析,分別考慮了不同規范、含鋼率、拱肋鋼管直徑、混凝土彈性模量、橫撐布置、拱肋段混凝土長度、吊桿形式對自振特性的影響,最後考慮了斜拉索局部振動對自振特性的影響。There are rope bridges, arch bridges, tower bridges, cable bridges and reinforced concrete bridges
有早期的索橋、拱橋、塔橋、斜拉橋和鋼筋混凝土橋。There are several bridges in our world : wooden bridges and lians bridges, bridges of stone and bridges of stell, old bridges and new bridges, strong and weak, bridges with railings or without them
世界上有許多種不同的橋梁存在:木板橋和繩索搭起的橋,石橋和鋼橋,新橋與老橋,堅固與脆弱的橋,有扶把或沒扶把的橋。In order to satisfy the demands of the main pylon measure benchmark stakingout and the cable anchor - pipe positioning for cable - stayed bridge, a new georobot relative datum 3d polar coordinate method is presented
摘要結合斜拉橋索塔基準放樣及斜拉索預埋鋼管的精密定位的需要,提出了一種新的基於測量機器人的三維相對基準放樣方法,並成功用於灌河特大橋斜拉橋主橋的施工放樣。Study of cable force optimization of completed cable - supported arch bridge of concrete - filled steel tubes
鋼管混凝土拉索拱橋成橋索力優化研究In accordance with the structural behavior of cable - supported arch bridge of concrete - filled steel tubes, the rational cable forces of the completed bridge of such type are determined by taking the dead load bending moment distribution of arch rib of the bridge as the target control variables, the cable forces as the optimum control variables and by means of influence matrixes
摘要基於鋼管混凝土拉索拱橋的受力特點,以拱肋恆載彎矩分佈為控制目標變量,以斜拉索索力為控制優化變量,藉助影響矩陣,確定鋼管混凝土拉索拱橋的合理成橋索力。分享友人