Posture assisting correction device and method of tubular pile

Abstract

The invention relates to a posture assisting correction device and method of a tubular pile. The posture assisting correction device comprises at least three bases and upper bases which are arranged above the bases respectively corresponding to the bases; horizontal supporting rods fixedly extend outwards from the lower portions of the bases respectively; the lengths of all the horizontal supporting rods are the same; arc plates are arranged at the outer ends of the horizontal supporting rods respectively; the arc plates jointly form an annular shape to sleeve the part, close to the ground, ofthe tubular pile; horizontal hydraulic rods extend outwards from the upper bases respectively; the lengths of all the horizontal hydraulic rods are the same; the outer ends of the horizontal hydraulic rods are provided with abutting wheels capable of vertically rotating respectively to abut against the tubular pile so that the tubular pile can be kept vertical; the horizontal hydraulic rods are parallel to the horizontal supporting rods up and down; the horizontal supporting rods are provided with laser emitters; the posture of the tubular pile can be automatically adjusted to be in the vertical state, and the quality of pile putting is guaranteed; meanwhile, the posture assisting correction device can adapt to tubular piles of different sizes, and tubular pile posture adjustment and maintaining are stably and firmly achieved.

Description

technical field [0001] The invention relates to a posture auxiliary correcting device for a pipe pile and a correcting method thereof, which belong to the field of building construction. Background technique [0002] Pipe piles are divided into post-tensioned prestressed pipe piles and pretensioned prestressed pipe piles, prestressed concrete pipe piles (PC pipe piles), prestressed concrete thin-walled pipe piles (PTC pipe piles) and high-strength prestressed concrete pipe piles. Pile (PHC pipe pile). [0003] Pretensioned prestressed pipe pile is a hollow cylindrical slender concrete prefabricated component made by pretensioned prestressing process and centrifugal forming method. It is mainly composed of cylindrical pile body, end plate and steel ferrule. [0004] As an important link in the existing building construction process, piling plays an important role. In the prior art, one uses a pile driver to drive the pipe pile, and the pile driver is composed of a pile hamm...

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Problems solved by technology

The other uses static pressure to sink the pipe piles, but no matter which method is used, the verticality of the pipe piles is extremely important during the laying down process. , static pressure or shear force during use will easily cause structural damage to the pipe pile, both of which will have an adverse effect on the realization of the pipe pile. Therefore, it is extremely difficult to pull out the pipe pile or adjust its posture during the pile driving process, and it is basically difficult to achieve

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