The invention relates to a foundation pit
support system with piles combined with inclined piles in a supporting-before-digging construction method, which comprises two rows of water-
soil mixing piles, H-shaped steel inserted in the piles, coping ring beams and connecting beams of front and rear rows of piles, an upper inclined inclined
pile and a lower inclined inclined
pile, the inclined
pile can be H-shaped steel, a steel
pipe, a hollow square pile, a hollow
pipe pile, a
solid square pile, a
water stop groove square pile, a
water stop groove circular pile and the like; the deep foundation pit supporting type means that the supporting type can be applied to deep foundation pits of two underground
layers. The raking piles are embedded in the coping ring beam, and when the raking pile bodies are H-shaped steel or steel pipes, pre-embedded
steel plates can be arranged on the coping ring beam to serve as
welding connection measures; meanwhile, in order to prevent the inclined piles from passing through the intersection point of the
floor slab and the outer wall in the
basement, the vertical angles of the inclined piles can be adjusted within 15-50 degrees; the inclined pile can be pressed into a guide hole of the high-pressure jet grouting pile through a special construction
machine and then inserted into the guide hole. The invention has the advantages that the
portal frame structure is H-shaped steel, the inclined piles can be directly used and can be bought in the market, and the
portal frame is convenient and fast to construct, low in manufacturing cost, energy-saving, environment-friendly, few in technical difficulty and convenient to popularize; meanwhile, the structure has multiple functions of reinforcement, skid resistance, soil retaining and water stopping, and can be used for deep foundation pit supporting of two underground
layers.