The present invention discloses an arch foot reinforcement structure and construction method for a
subway station with an arch cover method. The arch foot reinforcement structure includes two
layers of arch cover support, arch foot piles arranged at the arch feet on the left and right sides of the main body of the
subway station arch cover, and an arch foot longitudinal beam connected to the arch foot piles. The arch foot piles are arranged along the tangent of the arch foot. The arch foot piles are composed of a
steel frame and fine stone concrete poured into the
steel frame and the
pile hole. The present invention is a reinforcement
system combining the arch foot piles with the longitudinal beams. The arch foot piles and the first and second
layers of the arch cover support are connected by the longitudinal beams. The structure has good integrity and strong resistance to local stress and deformation. It can effectively reinforce and protect the deep and broken surrounding rock at the arch foot. In addition, the construction method of the arch foot reinforcement structure provided by the present invention has flexible selection of reinforcement scope and implementation object, which is aimed at the broken rock layer of the arch foot of the supporting arch cover, and will not have an overall
impact, nor will it affect the advantages of the arch cover method in terms of project cost, construction period, implementation efficiency, mechanized operation, etc.