The present invention relates to the technical field of tunnel shield construction, specifically to a method for calculating diameter of an annular non-full formwork support for a circular shaft. By calculating and designing an inner diameter of a formwork support, sufficient space left inside a shaft can be ensured, and the thickness of secondary lining can be ensured at the same time, thereby preventing from affecting the structural stability of the shaft.

The invention discloses a slipform blade foot and method for applying pre-compression strain to cast-in-place concrete of a shaft wall. The slipform blade foot is an annular structure, comprising a plurality of blade foot block structures connected end to end, each blade foot block structure comprising: a blade foot block body, a vertical displacement generating device, a displacement sensor and a limit plate, the vertical displacement generating device is arranged between a lower plate and an arc plate, and is used to drive the displacement of the arc plate in a vertical direction; the displacement sensor is arranged on the telescopic end of the vertical displacement generating device; the limit plate is an I-shaped structure, and is used to limit the maximum displacement distance of the arc plate. The invention is suitable for a shaft wall constructed by a top-down, short-digging and short-laying process, and can quickly and accurately apply pre-compression strain to the cast-in-place concrete of the shaft wall by applying upward displacement to the arc plate to extrude the cast-in-place concrete, thereby improving the compactness of the cast-in-place concrete in the shaft wall section and the joint cast-in-place concrete, and significantly improving the overall water-sealing performance of the shaft wall.

The invention discloses a slipform blade foot and method for applying pre-compression strain to cast-in-place concrete of a shaft wall. The slipform blade foot is an annular structure, comprising a plurality of blade foot block structures connected end to end, each blade foot block structure comprising: a blade foot block body, a vertical displacement generating device, a displacement sensor and a limit plate, the vertical displacement generating device is arranged between a lower plate and an arc plate, and is used to drive the displacement of the arc plate in a vertical direction; the displacement sensor is arranged on the telescopic end of the vertical displacement generating device; the limit plate is an I-shaped structure, and is used to limit the maximum displacement distance of the arc plate. The invention is suitable for a shaft wall constructed by a top-down, short-digging and short-laying process, and can quickly and accurately apply pre-compression strain to the cast-in-place concrete of the shaft wall by applying upward displacement to the arc plate to extrude the cast-in-place concrete, thereby improving the compactness of the cast-in-place concrete in the shaft wall section and the joint cast-in-place concrete, and significantly improving the overall water-sealing performance of the shaft wall.

The present invention relates to the technical field of tunnel shield construction, specifically to a method for calculating diameter of an annular non-full formwork support for a circular shaft. By calculating and designing an inner diameter of a formwork support, sufficient space left inside a shaft can be ensured, and the thickness of secondary lining can be ensured at the same time, thereby preventing from affecting the structural stability of the shaft.

The present invention relates to the technical field of tunnel shield construction, specifically to a method for calculating diameter of an annular non-full formwork support for a circular shaft. By calculating and designing an inner diameter of a formwork support, sufficient space left inside a shaft can be ensured, and the thickness of secondary lining can be ensured at the same time, thereby preventing from affecting the structural stability of the shaft.