Geotextile tube with inner cores and mud dehydration method combining geotextile tube with vacuum

A geotechnical tube bag, inner core technology, applied in chemical instruments and methods, water/sludge/sewage treatment, sludge treatment, etc., can solve the problems of poor dehydration effect of geotechnical tube bags, difficult dehydration and solidification of mud, etc. The effect of drainage path, speeding up drainage and improving efficiency

Pending Publication Date: 2019-11-15
HUNAN UNIV OF SCI & TECH
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  • Abstract
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Problems solved by technology

However, in the process of actually using the geotechnical tube bag, the dehydration effect of the geotechnical tube bag will become worse and worse, so that there will be a certain amount (depending on the capacity of the geotechnical tube bag) inside the geotechnical tube bag with high moisture content and flowing state. Mud, the phenomenon of "sugar heart" appears, this part of the mud is difficult to dehydrate and solidify

Method used

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  • Geotextile tube with inner cores and mud dehydration method combining geotextile tube with vacuum
  • Geotextile tube with inner cores and mud dehydration method combining geotextile tube with vacuum
  • Geotextile tube with inner cores and mud dehydration method combining geotextile tube with vacuum

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Embodiment Construction

[0023] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0024] like figure 1 As shown in -6, the present invention includes a top cloth 1, a bottom cloth 2, several inner cores 3, a filter tube 4, medium sand or coarse sand 5. The top cloth 1 is polygonal, and the top cloth is provided with a grouting interface 101 . The base cloth 2 is polygonal, and the size and shape of the base cloth 2 and the top cloth 1 are the same. Several inner cores 3 are arranged in the geotechnical tube bag, and the inner cores 3 are arranged between the top cloth 1 and the bottom cloth 2, and the inner cores 3 are processed into a tubular or sleeve-shaped structure using the same geotextile as the top cloth and the bottom cloth. The filter pipe 4 is a round pipe with drainage holes drilled on the periphery, and the round pipe is a metal pipe or a hard plastic pipe.

[0025] In the present invention, the top fabric 1 is placed...

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Abstract

The invention discloses a geotextile tube with inner cores and a mud dehydration method combining the geotextile tube with vacuum. The geotextile tube comprises bottom cloth, top cloth, a plurality ofgeotextile inner cores, filtering tubes and sand, wherein the top cloth is in a shape of a polygon; a filling connector is arranged on the top cloth; the size and the shape of the bottom cloth are identical to those of the top cloth; the bottom cloth and the top cloth are overlapped together to form the sealed geotextile tube through sewing; the geotextile inner cores are arranged between the topcloth and the bottom cloth; the filtering tubes are round tubes with water drainage holes in the circumferences; and the geotextile inner cores are filled with sand or the filtering tubes are inserted into the geotextile inner cores to form internal water drainage channels. The geotextile tube combines circumferential water drainage, inner core water drainage and vacuum dehydration, thus water drainage ways and water drainage pressure differences can be increased, the water drainage distance can be reduced, the mud dehydration efficiency can be effectively improved, and the phenomenon of "wetmud core" of a conventional geotextile tube in dehydration can be avoided.

Description

technical field [0001] The invention relates to a geotechnical pipe bag in a geotextile fabric and a method for dehydrating mud in combination with vacuum, in particular to a geotechnical pipe bag with an inner core and a method for treating mud in combination with vacuum dehydration. Background technique [0002] In recent years, my country's infrastructure construction and environmental improvement projects have developed rapidly. A large amount of silt or mud will be produced in river channel dredging, ditch dredging, pile foundation hole excavation and other projects. These silt and mud are suspended liquids containing a certain amount of fine soil particles, have a certain viscosity, and need to stand for a long time before they can be deposited in layers. At present, the mud treatment methods mainly include the sedimentation and air-drying method in the mud pool, the method of transporting the tank truck to the designated place for stacking, and the mechanical pressin...

Claims

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Application Information

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IPC IPC(8): C02F11/121E02D3/10
CPCC02F11/121
Inventor 刘泽廖鹏李长利刘欢
Owner HUNAN UNIV OF SCI & TECH
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