The invention discloses a construction method for supporting-retaining protection for an underground continuous side wall not subjected to trough excavation. The construction method comprises the following steps: (1), measuring the position of the underground side wall of a foundation pit, and the position of
reinforced concrete supporting piles; (2), constructing the
reinforced concrete supporting piles and crown beams, and embedding steel pipes in the crown beams at intervals; (3), forming a mesh-hanging and guniting layer on the sidewall of the foundation pit; (4), drilling anchor cable holes, placing anchor cables and then conducting grouting to achieve a design strength level; (5), arranging a strip-shaped steel plate, and fixing anchor heads; (6) forming a
cement mortar screeding layer and a waterproof coiled material layer; (7), embedding the steel plate; (8), binding reinforced meshes on the sidewall of the foundation pit, arranging a formwork, arranging a sub-
keel at the outer side of the formwork, arranging support members on the sub-
keel,
welding diagonal bracing I-shaped steel between the support members and the steel plate, and arranging a main-
keel structure; and (9) carrying out opposite-pull fixation by virtue of fasteners and steel pipes, and carrying out
casting construction to form a vertical-surface concrete layer at one side of the foundation pit.