Rapid consolidation device and construction method of dredger fill soil
A fast filling and filling technology, which is applied in infrastructure engineering, soil protection, construction, etc., can solve the problems of prominent post-construction settlement, long time, low bearing capacity, etc., and achieve shortened consolidation period and rapid water separation. , the effect of reducing waste of resources
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Embodiment 1
[0020] Such as figure 1 Said, is a dredger filling quick consolidation device according to the present invention, said device is composed of at least one well point pipe 10, horizontal drainage pipe 11, horizontal air pressure pipe 12, vacuum pump 13 and air compressor 14 The well point pipe 10 is composed of a coaxial inner pipe 15 and an outer pipe 16; the inner pipe 15 is longer than the outer pipe 16, the inner pipe 15 is sealed, and the bottom end of the outer pipe 16 is sealed and welded with the outer wall of the inner pipe 15 , forming a concentric casing structure; the top of the inner pipe 15 is connected to the air compressor 14 through the horizontal air pressure pipe 12, and the top of the outer pipe 16 is connected to the vacuum pump 13 through the horizontal drain pipe 11; 15 sends compressed air to the inner pipe 15 to form a high pressure; the vacuum pump 13 quickly draws out the water in the soil through the vacuuming of the horizontal drain pipe 11 to achiev...
Embodiment 2
[0022] On the basis of Example 1, in order to achieve a better construction effect, the present invention avoids particles with larger particle diameters from entering the inside of the outer tube 16 during the construction process. The outer tube 16 adopts an inner diameter of 40-50mm Steel pipe type plastic hard pipe, the aperture of the quincunx-shaped evenly arranged aperture on the outer pipe 16 is 4-6mm, and other parts are completely consistent with embodiment 1.
Embodiment 3
[0024] On the basis of Example 1, in order to achieve a better construction effect, the present invention avoids particles with larger particle diameters from entering the interior of the inner pipe during construction, and the inner pipe 15 adopts a steel pipe with an outer diameter of 30 mm. Plastic hard pipe, on the inner pipe 15 side walls, a plurality of cross holes are arranged every one meter, the aperture of the cross holes is 4-6mm, the aperture of the cross holes at the bottom of the inner pipe 15 is 30mm, and other parts are completely the same as in embodiment 1 unanimous.
[0025] Specific construction method:
[0026] 1) Clean up the debris on the surface of the dredging and filling ground, and level the ground;
[0027] Calculate the row spacing of well point pipe 10 according to the dredging fill property, when the property of filling soil is silt or silt, the row spacing of well point pipe is 2 meters, when the property of filling soil is silt soil or other s...
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