This invention relates to the field of support structure technology, specifically to a prefabricated double-row steel
sheet pile foundation pit support structure and construction method. The support structure includes a
locking mechanism and a protective mechanism. The
locking mechanism includes a lock body, an
airbag block, and a sealing connection part. The lock body is a plate-shaped structure with slots on both side walls. An
air cavity is formed inside the lock body. An opening communicating with the
air cavity is formed on the inner wall of the slot. The
airbag block is located on the inner wall of the slot and communicates with the opening. Multiple circular openings a communicating with the
air cavity are formed on the inner wall of the slot. Multiple sets of sealing connection parts are provided and connected inside the air cavity. The protective mechanism includes a protective plate and an
elastic membrane. Two sets of protective plates are respectively attached to both sides of the steel
sheet pile body and detachably connected to them. Multiple grooves are formed on the protective plate. The
elastic membrane is connected to the groove openings. This invention can significantly reduce the friction between the steel
sheet pile and the locking body, as well as the friction between the steel sheet
pile body and the soil sidewall, thereby reducing the difficulty of
pile extraction.