The prestressed steel structure of the steel gate building of the main station of Beijing West Railway Station has a self-weight of 1800t and a total load of 6000t. The upper and lower strings of the steel frame are respectively provided with prestressed bundles, which are divided into two tensioned. The lifting installation of the steel door building adopts a hydraulic integral lifting device.
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Xueguang Han, Liaogan Long Method of integral lifting installation of prestressed steel structure in Beijing West Railway Station. Prestress Technology 1998,2(04):18-21. 10.59238/j. pt.1998.04.004