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KEY TECHNOLOGY FOR CONSTRUCTION OF BRIDGES AND TUNNELS OF YICHANG-WANZHOU RAILWAY

机译:宜万铁路桥隧施工关键技术。

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The Yichang-Wanzhou Railway (simplified as the railway) runs in the northeast of the Yunnan-Guizhou Plateau and twice crosses the Yangtze River.The area where the railway travels is full of high mountain peaks and deep valleys,being extremely steep and dangerous.The topography is featured by strongly developed karst.The ground surface Karst is of multiple types and different shapes.The underground Karst caves can be seen everywhere.Underground rivers are grand and intensely distributed.The area is one of the most developed and typical Karst areas of China.The Engineering construction conditions are so hard,difficult and dangerous that they are rarely seen in railway histories of our country and even the world.The railway covers 159 bridges and 159 tunnels.In this paper,3 representative special structure bridges were introduced.The Yichang Yangtze River Bridge was built of the 130 m + 2 × 275 m + 130 m continuous rigid-frame flexible-arch structure,adopting five items of new technology.The Yesanhe Bridge was built of the asymmetric parallel double rib composite tubular steel concrete truss arch structure with the 124 m long span main arch,adopting 3 items of new technology.The Luobuxi Bridge was built of the double track concrete arch structure with stiff skeleton and 178 m long main span,adopting 3 items of new technology.Referring to Karst tunnel treatment,applicable conditions and technical measures were studied for application of the technology of grouting,cavity protection and reinforcement,passing over of tunnel bottom,karst water drainage and detouring of a cavity.The technology of information grouting and energy release pressure reduction was mainly introduced.
机译:宜昌-万州铁路(简称铁路)位于云贵高原东北部,两次过长江。铁路穿越的地区山高峰低,险峻险峻。地貌以发育强烈的喀斯特地貌为特征,地表喀斯特地貌多种多样,形状各异,地下喀斯特溶洞遍布各处,地下河流大且分布广泛,是该地区最发达,典型的喀斯特地区之一。工程建设条件如此艰巨,艰巨和危险,以至于在我国乃至世界的铁路历史中都很少见。铁路覆盖了159座桥梁和159座隧道。本文介绍了3座代表性的特殊结构桥梁宜昌长江大桥采用130 m + 2×275 m + 130 m连续刚构柔性拱形结构,采用五项新技术。野三河大桥采用主拱长124 m的不对称平行双肋组合钢管混凝土桁架拱结构,采用3种新技术。罗布溪大桥采用刚性骨架的双线混凝土拱结构建造。主跨长178 m,采用三项新技术。参照岩溶隧道治理技术,研究了注浆,防空加固技术,隧道底越过,岩溶排水及de回技术的适用条件和技术措施。主要介绍了信息注浆和能量释放压力降低的技术。

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