Method for extracting construction engineering pile foundation
A construction engineering and pile foundation technology, applied in the field of civil engineering construction, can solve the problems of inability to drive in, secondary waste of resources, and difficult construction, and achieve the effects of reducing resistance, saving resources, and protecting the environment
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Embodiment 1
[0026] A) Pre-reconnaissance, consult the engineering design drawings and construction materials of the original building from the architectural archives management department, understand the condition of the pile foundation, and more specifically understand whether the pile foundation is a pile foundation formed by pouring concrete or a pure steel pile foundation, and understand the pile foundation. The length and diameter of the foundation, and the equipment configuration required for pulling out the piles are drawn up. In this embodiment, the pile foundation is a steel pile foundation with a circular cross-sectional shape. The diameter of the steel pile foundation is 50 cm, and the length is 5 m;
[0027] B) Equipment configuration, according to the equipment configuration required for pile pulling proposed in step A), equip geological drilling rig, high-pressure jet water pump, air compressor, jack and hoisting equipment to obtain a complete set of facilities for pile pullin...
Embodiment 2
[0035] Only change the pile foundation in step A) to a concrete pouring formed pile foundation with a diameter of 80cm and a length of 4m with a circular cross-sectional shape; change the distance between the drill hole and the pile foundation in step D) to 5cm, the distance between adjacent boreholes is changed to 80cm, and the number of holes is equal to 2π×[pile foundation radius 40cm + distance between borehole and pile foundation 5cm] divided by the distance between adjacent boreholes That is, the arc length is 80cm, the formula is, Take four drill holes evenly distributed by rounding off, change the pressure of high-pressure water to 40MPa, change the pressure of compressed air to 0.8MPa, change the rotation speed of the high-pressure liquid injection pipe to 15rpm when it is lifted up, and lift it up ( The speed of lifting) is changed to 0.2m / min; the diameter of the through-hole on the discharge pipe in step E) is changed to 0.5cm, and the distance between adjacent th...
Embodiment 3
[0037] Only change the pile foundation in step A) to a steel pile with a diameter of 75cm and a length of 8m with a circular cross-sectional shape; change the distance between the drill hole and the pile foundation in step D) to 7.5cm, The distance between adjacent boreholes is changed to 65cm, and the number of holes is equal to 2π×[the radius of the pile foundation is 37.5cm + the distance between the borehole and the pile foundation is 7.5cm] divided by the distance between adjacent boreholes, that is, the arc length 65㎝, the formula is, Take four drill holes evenly distributed by rounding off, change the pressure of high-pressure water to 20MPa, change the pressure of compressed air to 0.75MPa, change the rotation speed of the high-pressure liquid injection pipe to 20rpm when it is lifted up, and lift it up The (lifting) speed is changed to 0.225m / min; the diameter of the through-hole on the discharge pipe in step E) is changed to 0.75cm, and the distance between adjacent...
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