The invention relates to a
deep water silt layer geological large-span multi-line reinforcing
system and a jacking
culvert construction method, and aims at providing a reinforcing
system and a construction method for a high-water-level, long-jacking-
stroke, large-span and high-
tonnage jacking
culvert to penetrate through multiple existing lines. The reinforcing
system comprises a high-pressure jet grouting secant
pile, a
fender pile, an anti-traversing
pile and a supporting pile. The jacking
culvert construction method comprises the steps of starry well-point
dewatering, foundation pit excavation and sliding plate fabrication, frame bridge
prefabrication, line reinforcement, jacking equipment installation and
process control. By adopting starry well-point
dewatering, the problems of underground water burst and foundation
instability during jacking are solved; since a frame bridge is integrally jacked after being prefabricated, the rigidity is high, the seismic performance is good and the influence by climate is smaller; compared with the traditional construction method, the reinforcement and the installation are convenient and easy to operate, the jacking speed is quick and the construction period is shortened; I-shaped steel, steel rails and sleepers used for
engineering can be recycled; the overall
economic benefits are remarkable, the practical value is greater and the application prospect is wide.