High vacuum well-points dewatering groundwork treatment method by shallow ramming compaction and deep blasting compaction
A technology for well point dewatering and foundation treatment, which is applied in infrastructure engineering, soil protection, construction, etc., can solve the problems that the ultra-static pore water pressure is not easy to dissipate, cannot function on soft soil foundation, and cannot be popularized on a large scale. The effect of foundation reinforcement is good, the construction efficiency is high, and the cycle is short
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Embodiment 1
[0027] Such as figure 1 , 2 , insert the well point pipe 1 vertically in a large area in the reinforced area, the well point pipe is inserted to a depth of 8-18m, the well point pipe 1 is connected to the main water collection pipe 2, the main water collection pipe 2 is connected to the vacuum pump 3, and the vacuum pump 3 is started to drain water The groundwater table is lowered, and the shallow foundation soil is consolidated. Pull out the well point pipe, arrange vibratory rolling machine 4 or dynamic ramming equipment 5 on the ground of the reinforced area, start the vibratory rolling machine 4 or dynamic ramming equipment 5 to make the shallow foundation soil in the reinforced area compact, and make the shallow layer The pore water in the soil skeleton is precipitated. Withdraw the vibratory rolling machine or dynamic compaction equipment, and drill a number of explosion holes 6 to 8 to 18m with a drilling rig. The explosion holes 6 are arranged in a triangle or quincu...
Embodiment 2
[0029] Such as figure 1 , 2 , insert the well point pipe 1 vertically in the reinforced area, the insertion depth of the well point pipe is 8-18m, the well point pipe 1 is connected to the main water collection pipe 2, the main water collection pipe 2 is connected to the vacuum pump 3, and the vacuum pump 3 is started to drain water to reduce the groundwater level , the shallow foundation soil is consolidated; the well point pipe is pulled out, and the well point explosion holes are drilled with a drilling rig for 6 to 8 to 18m. 6. Place one or several vertical tubular explosive packs 7 and lead out fuses 8 along the depth. The explosive packs 7 are blocked and separated with sand and gravel 9. The explosives in the packs are water-resistant plastic explosives, and the fuses 8 are ignited. Initiate the explosive package 7 in the blast hole of the deep foundation, make the deep foundation soil compact, and make the pore water in the deep soil skeleton separate out; arrange the...
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