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Gravity geotextile pipe mud grouting device

A geotechnical pipe and mud filling technology, applied in river regulation, coastline protection and other directions, can solve the problems of high production cost, accelerated sediment settlement, weak embankment protection force, etc., to achieve high mud filling efficiency and prevent displacement. , the effect of improving efficiency

Inactive Publication Date: 2014-03-19
NANJING INST OF GEOGRAPHY & LIMNOLOGY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the production cost of this grouting device is still high, and it cannot meet the requirements that the grouting operation in lake ecological restoration is simple and fast, and can be operated on the water surface
[0005] The geotechnical pipes that are used in conjunction with the grouting device in the prior art are basically geotechnical bags made of single-layer geotextiles, and holes are left on the geotechnical bags at intervals to discharge the muddy water through high pressure. Fill the bag into the bag at the same time through multiple holes, and at the same time bring the geotechnical bag with small holes and gaps, and form a geotechnical tube after the water is discharged; this kind of perfusion of a section of the pipeline is not continuous, and the geotechnical bag of this structure is filling After the soil is applied, due to the immersion below the water surface, the soil is easily washed out from the geotechnical bag due to the erosion of wind and waves, which affects the function of the geotechnical pipe bank revetment
Moreover, the commonly used geotechnical pipes are generally arranged linearly on the embankment, and the protection force for the embankment is relatively weak.
The geotechnical pipes in the prior art are only used in the base restoration of lakes, and there are no reports on the application of stabilizing lake bases and accelerating sediment settlement.

Method used

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  • Gravity geotextile pipe mud grouting device
  • Gravity geotextile pipe mud grouting device
  • Gravity geotextile pipe mud grouting device

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0042] This embodiment combines the attached Figures 1 to 3 Describe the structure and structural relationship of the gravity geotechnical pipe grouting device of the present invention.

[0043] The gravity geotube grouting device of the present invention is mainly composed of a mud bucket 1, a mud filling box 2, a mud outlet 3, a geotube guide groove 5 and a geotube holder; the mud bucket 1 is arranged in the mud filling box 2, and communicate with the mud filling box 2 up and down, and one side opening of the mud filling box 2 is connected to the mud outlet 3; the mud filling box 2 is a piston-type pressurizable box; There is a geotechnical pipe guide groove 5; the geotechnical pipe holder is arranged at the intersection of the lower part of the mud filling box 2 and the uppermost end of the geotechnical pipe guide groove 5.

[0044] Wherein, the gravity geotube grouting device of the present invention also includes a floating platform 9, which is arranged at the bottom of...

Embodiment 2

[0053] This embodiment illustrates a method for grouting a geotechnical pipe using the gravity geotechnical pipe grouting device of the present invention, including the following steps:

[0054] 1) Geobag preparation

[0055] Double-layer geotechnical bags are set, the inner and outer geotechnical bags are flexible pipes, and the diameter of the inner layer geotechnical bag 10 is greater than or equal to the outer layer geotechnical bag 11, the outer layer geotechnical bag 11 and the inner layer geotechnical bag 10 are provided with mud inlet holes 12, and the inner layer geotechnical bag The openings of the bag 10 and the outer geotechnical bag 11 are arranged alternately.

[0056] Wherein, the hole distance on the inner layer geotechnical bag 10 or the outer layer geotechnical bag 11 is 0.4 to 2 meters.

[0057] 2) laying geotechnical pipes

[0058] After passing the geotechnical bag to be filled with mud through the geotechnical pipe holder, spread the end to be grouted c...

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Abstract

The invention belongs to the technical field of lake ecological restoration equipment, and relates to a gravity geotextile pipe mud grouting device. The gravity geotextile pipe mud grouting device mainly comprises a mud bucket, a mud grouting box, a mud outlet, a geotextile pipe guide groove and a geotextile pipe gripper, wherein the mud bucket is arranged above and vertically communicated with the mud grouting box; an opening on one side of the mud grouting box is connected with the mud outlet; the mud grouting box is a piston type pressurizable box body; the geotextile pipe guide groove is formed below the mud outlet; and the geotextile pipe gripper is arranged at an intersection of a position under the mud grouting box and the uppermost end of the geotextile pipe guide groove. The device has a reasonable design, is convenient to operate and has the advantage that the movement capacity is not limited in a lake; and when a geotextile pipe which is subjected to mud grouting by the mud grouting device is put in a littoral zone of the lake or a river, a hydrodynamic structure can be improved, littoral wind waves are reduced, silt lodging is accelerated, a littoral base is stabilized, and conditions are created for restoring aquatic vegetations in the littoral zone, particularly in a hard revetment lakeside zone.

Description

technical field [0001] The invention belongs to the technical field of lake ecological restoration equipment and relates to a gravity geotechnical pipe grouting device. Background technique [0002] At present, when the ecological restoration of lakes is carried out for bank revetment and anti-corrosion, an existing technology commonly used is underwater geotechnical pipe technology. Geotechnical pipes made of geotextiles are placed at the front of the lakeside beach to isolate and block water flow and wind and waves on the beach. Direct flushing action. When filling mud into the geotechnical pipe, the commonly used grouting device in the prior art is to use a motor to drive the mud filling box, and the mud is sucked from the mud bucket into the mud filling box, and then the mud is pushed and pressed. Squeeze to the mud outlet pipe and flow into the soil cloth pipe. The mud filling box of the equipment is directly connected with the inlet and outlet pipes. During operation,...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02B3/02E02B3/12
Inventor 胡维平高峰邓建才王莹范钦杰顾爱法
Owner NANJING INST OF GEOGRAPHY & LIMNOLOGY
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