Basement support construction method
By setting up frozen soil walls and frozen soil arches at the outer edge of the basement, combined with computer numerical simulation and thermal insulation measures, the problem of basement safety and earth pressure after omitting internal supports was solved, and the construction progress and economic benefits were improved. At the same time, freezing energy consumption and frost heave effects are reduced.
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[0019] A basement is 67m long, 48m wide, and 6.8m deep. The supporting piles adopt bored piles with a diameter of 1.4m. Center 1.1m. The number of freezing holes is 132, and the distance between freezing tubes is 1.05m. The pressure relief holes are outside the freezing holes, and each freezing hole is correspondingly arranged with two pressure relief holes.
[0020] As shown in the figure, in this embodiment, the top of the frozen soil wall 1 and the frozen soil arch foot 2 is provided with a top pressure beam 3, and the top pressure beam 3 is welded by two channel steels, and an auxiliary beam is set at a position 0.8 to 1 m away from the central axis of the frozen soil wall 1. The beam 4 and the auxiliary beam 4 adopt channel steel, the auxiliary beam 4 is supported on the engineering pile 7, the elevation of the top of the auxiliary beam 4 is the same as that of the top of the frozen soil wall 1, the steel strand support 5 is set on the top of the auxiliary beam 4, and th...
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