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Three-dimensional drain and construction method thereof

A drainage body and three-dimensional technology, which is applied in infrastructure engineering, soil protection, construction, etc., can solve the problems of wasting natural resources, long preloading period, and can only be used once, so as to achieve rapidity and high efficiency. The bearing capacity is improved evenly and the effect of avoiding uneven strength

Active Publication Date: 2012-07-04
HOHAI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The common point of the treatment methods of the above several dredged land foundations is that they all need to set up similar vertical drainage bodies such as plastic drainage boards or sand wells in the foundation. However, the traditional vertical drainage bodies have the following defects: one is the direction of drainage The single, relatively long drainage path, smearing and well resistance effects greatly reduce the drainage capacity of the vertical drainage body in the middle and late stages. The pressure cycle is often longer, so it consumes more energy; second, the general vertical drainage body can only be used once and cannot be reused, which wastes natural resources, such as plastic slabs, sand wells, etc.; third, the traditional vertical drainage The overall strength of the foundation soil after the treatment of the drainage body is uneven, and the strength far away from the drainage body is low
To sum up, the traditional vertical drainage body cannot achieve the purpose of shortening the preloading period, cannot quickly and high-quality reinforce the soft soil foundation, and consumes a lot of energy and natural resources, and cannot achieve the current goal of energy saving and emission reduction

Method used

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  • Three-dimensional drain and construction method thereof
  • Three-dimensional drain and construction method thereof
  • Three-dimensional drain and construction method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0022] figure 1 It is a structural schematic diagram of the first three-dimensional drainage body provided by the present invention. figure 2 yes figure 1 Sectional view along line A-A. refer to figure 1 , 2 As shown, the vertical drainage pipe 2 and the lateral drainage pipe 4 are made of reusable pipe materials such as thin-walled steel pipes or hard plastic pipes with a large outer diameter in advance, and the pipe opening 9 is set on the wall of the vertical drainage pipe 2. , and fix the pipe joint 3 at the pipe mouth 9, make the rotating shaft 6 and two rotating vanes 8 to assemble a rotating support, and weld the two rotating vanes 8 on the outside of the vertical drainage pipe 2 and the lateral drainage pipe 4 respectively , so that the vertical drainage pipe 2 and the lateral drainage pipe 4 are connected as a whole, one end of the lateral drainage pipe 4 connected to the vertical drainage pipe 2 is kept open, and the other end is kept closed, and the 4 lateral d...

Embodiment 2

[0025] image 3 It is a structural schematic diagram of the second three-dimensional drainage body provided by the present invention. Figure 4 yes image 3 Sectional view along line B-B. refer to image 3 , 4 As shown, the vertical drainage pipe 2 and the lateral drainage pipe 4 are made of reusable pipe materials such as thin-walled steel pipes or hard plastic pipes with a large outer diameter in advance, and the pipe opening 9 is set on the wall of the vertical drainage pipe 2. , and fix the pipe joint 3 at the pipe mouth 9, open a bolt hole at one end of the pipe joint 3 and the lateral drainage pipe 4, align the bolt holes of the pipe joint 3 and the lateral drainage pipe 4 and insert the bolt 10, and insert the bolt 10 at both ends of the bolt Tighten the nut 11 to connect the vertical drain pipe 2 and the lateral drain pipe 4 as a whole, one end of the lateral drain pipe 4 connected to the vertical drain pipe 2 remains open, and the other end remains closed, and the...

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Abstract

The invention relates to a three-dimensional drain which comprises a vertical drainage pipeline; and the three-dimensional drain is characterized in that the vertical drainage pipeline is externally connected with a lateral drainage pipeline in a rotary support or bolted connection mode, so that the lateral drainage pipeline can rotate 0-90 degrees in the vertical direction; meanwhile, the side walls of the vertical drainage pipeline and the lateral drainage pipeline are uniformly provided with permeable holes, and the vertical drainage pipeline and the lateral drainage pipeline are respectively wrapped with a filter screen. The two ends of the vertical drainage pipeline are respectively provided with a screw thread; in the process of construction, a first three-dimensional drain is subjected to bottom sealing processing firstly; then, the lateral drainage pipeline of the first three-dimensional drain is turned, so that the lateral drainage pipeline is perpendicular to the vertical drainage pipeline; and the first three-dimensional drain is subjected to piling by using a digging machine or in an artificial auxiliary mode, the screw threads at the ends of the first three-dimensional drain are exposed, and the first three-dimensional drain is connected with the next three-dimensional drain by using a threaded connection cap by aid of the screw threads at the ends of the first three-dimensional drain until the length required by the whole piling process is satisfied, then the construction on a three-dimensional drain system is completed. The three-dimensional drain disclosed by the invention is a three-dimensional, multi-directional and reusable drain, and can shorten the drainage path of foundation soil and accelerate the consolidation of foundation soil.

Description

technical field [0001] The invention relates to a three-dimensional drainage body for treating soft soil foundations, in particular to a three-dimensional drainage body capable of draining water in multiple directions, suitable for vacuum preloading, surcharge preloading, well point dewatering, etc. It is used in various soft foundation and soil treatment projects for laying drainage bodies. Background technique [0002] With the rapid increase of the population and the expansion of the space for activities, it is also necessary to consider the requirements of grain, oil, vegetable farmland and forestry to feed a large number of people and the requirements of environmental protection. Land resources are becoming more and more scarce. Seeking land resources from the sea is an important way to develop land resources. Over the past two decades, large-scale land reclamation dredging land reclamation foundation reinforcement treatment technology has been widely used in port yard...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D3/10
Inventor 陈永辉王新泉齐昌广陈庚
Owner HOHAI UNIV
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