The invention relates to a cast-in-place
pipe gallery construction method. According to the scheme, the method comprises the following steps that S1, a foundation pit is excavated, and a pre-stressed anchor rod
pile plate
protection system is constructed; s2, constructing waterproof coiled materials of a foundation pit
cushion layer and a bottom plate; s3,
pipe gallery bottom plate reinforcing steel bars and concrete are constructed, and comprehensive waterproof treatment is conducted on deformation joints; s4, steel bars of the side walls and the top plate of the
pipe gallery are bound, and a lightweight formwork
system is erected; s5, concrete pouring is conducted on the side walls and the top plate of the pipe gallery; s6, a waterproof
system of the side wall and the top plate of the pipe gallery is constructed; and S7, the pipe gallery
fertilizer groove flow state solidified soil is backfilled in a layered mode. According to the cast-in-place pipe gallery construction method, the construction speed is high, the waterproof effect is good, safety and reliability are achieved, meanwhile, the construction effect that the existing line
fender posts penetrate through the pipe gallery upwards is achieved, the construction advantages of high stability, high efficiency, high benefits and the like are achieved during implementation, and the technical benefits are remarkable.