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Monitoring and reconstruction of a chairlift midway station in creeping permafrost terrain, Grachen, Swiss Alps

机译:在瑞士阿尔卑斯山格拉兴的多年冻土地形中,对升降椅中途站的监视和重建

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The midway station of a chairlift located in the ski resort Grachen (Swiss Alps) was originally built in 1997 at 2453 m ASL in alpine permafrost terrain. The chairlift conveys 300,000-330,000 passengers every winter season and constitutes an important link between two cable cars in the ski area. In winter 1997-1998, it became evident that the terrain at the mid-way station was unstable: one of the two concrete foundations started to creep and settle rapidly and cracks formed in the structure. To investigate the properties of the ground, two 25 m boreholes were drilled near the foundations and equipped with inclinometer casings and thermistors. The presence of permafrost with an exceptionally thick active layer and a 20-m talik containing water was confirmed. The horizontal and vertical deformation rates of the ground attained very high values between 2002 and 2003. As a consequence, and in the interest of the safety of the passengers, the original midway station had to be destroyed and a specially developed new station was built in 2003. The excavation trench was lined with insulating material in order to avoid thermal disturbance of the underlying permafrost by hydration heat. The new foundation consists of a concrete T-girder with three point bearings. Repositioning of the entire structure in response to creep is possible, due to the unique character of the structural bearings which can be raised or lowered using hydraulic cylinders and steel plates. The thermal regime of the entire structure, ground temperatures and slope movements continue to be monitored to determine the long-term evolution of the mid-way station.
机译:位于滑雪胜地格拉兴(瑞士阿尔卑斯山)的升降椅的中途站始建于1997年,位于高山多年冻土地区2453 m ASL。每个冬季,升降椅可运送300,000-330,000名乘客,并且是滑雪场中两辆缆车之间的重要纽带。在1997-1998年冬季,很明显,中途车站的地形不稳定:两个混凝土基础之一开始蠕变并快速沉降,并且在结构中形成了裂缝。为了研究地面的特性,在地基附近钻了两个25 m的钻孔,并配备了测斜仪套管和热敏电阻。证实存在永久冻结层,其具有异常厚的活性层和含水量为20 m的表皮。在2002年至2003年之间,地面的水平和垂直变形率达到了很高的水平。结果,为了乘客的安全,必须销毁原来的中途车站,并在此建造了专门开发的新车站。 2003.开挖沟衬有隔热材料,以避免水化热对下层永久冻土的热干扰。新的基础包括带有三点支承的混凝土T梁。由于结构轴承的独特特性,可以使用液压缸和钢板将其升高或降低,从而可以响应蠕变而对整个结构进行重新定位。整个结构的热状态,地面温度和斜坡运动将继续受到监测,以确定中途站的长期演变。

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