# US 10,309,072 B2 · Water-permeable pipe pile system capable of accelerating soil consolidation and method of using the same

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- Number: US 10,309,072 B2
- Document ID: US10309072B2
- Status: Granted
- Kind: B2
- Application number: 15/806,330
- Filed: 2017-11-08
- Published: 2018-05-10
- Granted: 2019-06-04
- Earliest claimed: 2016-11-08
- Assignees: Guangxi University
- Applicants: Guangxi University
- Inventors: Guoxiong Mei; Meijuan Xu; Wenbing Wu; Yongyi Li; Yanlin Zhao; Zhen Zhang
- Web page: https://patentgrep.com/patent/US10309072B2

## CPC

- E02D 5/226: {Protecting piles (piles with protecting cases E02D5/60)}
- E02D 3/10: by watering, draining, de-aerating or blasting, e.g. by installing sand or wick drains (E02D3/11 takes precedence; soil-penetrating vibrators with auxiliary watering E02D3/054; drainage of soil in general E02B11/00)
- E02D 5/32: with arrangements for setting {or assisting in setting} in position by fluid jets {(placing piers by using fluid jets in general E02D7/24)}
- E02D 7/02: Placing by driving {(E02D7/18 - E02D7/24 take precedence)}
- E02D 2200/1685: cylindrical
- E02D: FOUNDATIONS; EXCAVATIONS; EMBANKMENTS (specially adapted for hydraulic engineering E02B); UNDERGROUND OR UNDERWATER STRUCTURES {(tunnels, tunnelling, mining E21)}

## Abstract

Disclosed is a water-permeable pipe pile system capable of accelerating soil consolidation. The system includes a hollow pile, an aerating device, and a drain device. Holes are evenly distributed on the wall of the pile, the bottom of the pile is closed, and a gas-tight gland is provided on the top of the pile. The aerating device includes a gas pipe and a gas pump, the lower end of the gas pipe passing through the gas-tight gland and extending into the cavity of the pile, and the upper end thereof connected to the gas pump. The drain device includes a drain pipe and a water pump, the lower end of the drain pipe passing through the gas-tight gland and extending towards the bottom of the cavity of the pile, and the upper end thereof connected to the water pump. Combining advantages of a water-permeable pipe pile and features of the high-pressure gas splitting technology, the water-permeable pipe pile system can accelerate dissipation of excess pore water pressure in the surrounding soil mass and rapidly increase the skin friction of the pile. Requirements on the bearing capacity of pipe piles and the service life of a construction are thus satisfied and desirable economic effects are achieved. Besides, the method of using the system is simple.

## Claims

### Claim 1

A water-permeable pipe pile system capable of accelerating soil consolidation, comprising:
a pile which is hollow, wherein a wall of the pile is provided therein with evenly distributed holes, a bottom of the pile is closed, and a top of the pile is provided thereon with a gas-tight gland, wherein the bottom of the pile is provided thereunder with a pile toe having a cone shape;
an aerating device, which comprises a gas pipe and a gas pump, wherein a lower end of the gas pipe passes through the gas-tight gland and extends into a cavity of the pile, and an upper end of the gas pipe is connected to the gas pump, wherein the lower end of the gas pipe is located below a part of the holes; and
a drain device, which comprises a drain pipe and a water pump, wherein a lower end of the drain pipe passes through the gas-tight gland and extends towards a bottom of the cavity of the pile, and an upper end of the drain pipe is connected to the water pump.

### Claim 2 (depends on 1)

The water-permeable pipe pile system capable of accelerating soil consolidation according to claim 1, wherein the lower end of the drain pipe is provided thereon with a filter tube which is located inside the cavity.

### Claim 3 (depends on 1)

The water-permeable pipe pile system capable of accelerating soil consolidation according to claim 1, wherein the lower end of the gas pipe is located within an upper part of the cavity.

### Claim 4 (depends on 1)

A method of using the water-permeable pipe pile system capable of accelerating soil consolidation according to claim 1, comprising the following steps:
(1) leveling a site and driving a water-permeable pipe pile into a ground, wherein a wall of the pile is provided therein with evenly distributed holes, and a bottom of the pile is provided thereunder with a pile toe having a cone shape;
(2) installing an aerating device and a drain device, and installing a gas-tight gland,
wherein a gas pipe passes through the gas-tight gland and extends into a cavity of the pile, and a drain pipe passes through the gas-tight gland and extends towards a bottom of the cavity of the pile, wherein a lower end of the gas pipe is located below a part of the holes; and
(3) repeatedly pressurizing the water-permeable pipe pile by means of the aerating device and repeatedly pumping water from the water-permeable pipe pile by means of the drain device, so as to accelerate dissipation of excess pore water pressure in a surrounding soil mass.