The invention discloses a
pipe jacking cover excavation construction method penetrating through an existing dense anchor cable area. The
pipe jacking cover excavation construction method comprises the steps of rotary excavating
pile construction, ground unloading, Larsen steel
sheet pile construction, jet grouting
pile construction, crown beam construction, top plate construction, remaining anchor cable
cutting, concrete circular
pipe empty pushing jacking, soil body backfilling and the like. The
road traffic can be recovered as soon as possible, and anchor cable structures in the jacking pipe crossing section can be completely and thoroughly removed; a pipe jacking
machine can be prevented from being clamped due to winding of steel strands, construction safety is guaranteed, the economy is reasonable, the construction efficiency is improved, and pipe jacking can penetrate through the existing anchor cable obstacle area as quickly and smoothly as possible; and the waterproof problem in a water-rich stratum in the foundation pit excavation and anchor cable breaking process can be solved, it can be guaranteed that the pipe jacking penetrates through the existing anchor cable obstacle area smoothly, reference experience is provided for pipe jacking construction to penetrate through the anchor cable area, and particularly construction experience is provided for pipe jacking construction to penetrate through the anchor cable area where the
road traffic is urgently needed to be recovered.