The invention discloses a method for shoring a prestressed double-row-
pile strong-constraint deep foundation pit and belongs to the technical field of
civil engineering construction. The method comprises that two rows of
reinforced concrete cast-in-place piles are arranged successively on the periphery of the foundation pit to be excavated, one row of
reinforced concrete cast-in-place piles, which are close to the foundation pit, serve as front row piles, and the other row of
reinforced concrete cast-in-place piles, which are close to existing buildings, serve as rear row piles; front row piles are formed through concrete pouring of reinforcing cages, and rear row piles are formed through concrete pouring after binding and planting prestressed anchor cables and reinforcing cages into
pile holes; one ends of prestressed anchor cables, which are close to the ground, are anchor cable free sections, and anticorrosion is conducted on outer surfaces through
grease, thin films and
bellows, so that prestressed anchor cables can extend and retract freely; and prestressed anchor cables and reinforcing cages are bound and placed into
pile holes through anchor cable anchoring sections at the other ends before grouting, front row pile top beams, rear row pile top beams and
coupling beams are poured, and anchor cable anchoring pads which exert the prestressing force on prestressed anchor cables are arranged on rear row pile top beams. By the aid of the method, the horizontal stiffness and the pit overturning stability of a shoring structure can be improved, and security coefficients of
peripheral buildings can be improved.