The invention discloses a construction method for a continuous wall across a large deeply-buried municipal pipeline. The method is characterized by comprising the following steps of first, closing a gate before and a gate behind the section, with the continuous wall to be built, of the municipal pipeline, and pumping out all the water in the section of the municipal pipeline or making the water inthe municipal pipeline stay still; second, drilling a hole to the top of the municipal pipeline, and making a steel
pipe casing overlap with the municipal pipeline; third, using a percussion
drill tobreak through the part, corresponding to a steel
pipe casing
assembly, of the municipal pipeline; fourth, sealing the side, away from the continuous wall to be built, of the through hole in the municipal pipeline with bagged
cement; fifth, filling up the section, with the two ends sealed, of the municipal pipeline by adopting a water jetting method, and using water doped with 15% of
cement in thewater jetting process to form cemented soil; sixth, filling up the
steel casing pipe assembly with sandy soil, and then pulling the
steel casing pipe assembly out; and seventh, carrying out groovingon the continuous wall according to normal mud protection. According to the construction method for a continuous wall across the large deeply-buried municipal pipeline, the
steel casing pipe is adopted to compact sandy soil in a subsection manner, it is easier for workers to carrying out filling and compaction, and then the working efficiency is improved.