Steel pipe cofferdam construction method using suction penetration and stacking of pipe members

Patent metadata

Field	Value
Publication number	US-10858798-B2
Application number	US-201916699523-A
Country	US
Kind code	B2
Filing date	Nov 29, 2019
Priority date	Dec 4, 2018
Publication date	Dec 8, 2020
Grant date	Dec 8, 2020

Abstract

A circular pipe member is penetrated into the seabed by a suction pressure, and a plurality of circular pipe members are vertically stacked thereon and integrated thereto to construct a cofferdam. When dismantling the cofferdam, the circular pipe members are disassembled and dismantled in order by using a lifting wire installed at a newly constructed structure installed in the inner space of the cofferdam.

First claim

What is claimed is:

1. A cofferdam construction method,
which includes a process of constructing a cofferdam by using a main circular pipe member and an additional circular pipe member and a process of dismantling the cofferdam by disassembling and removing the circular pipe members in order after the use of the cofferdam,
wherein the process of constructing a cofferdam includes:
submerging the main circular pipe member made of a steel pipe body such that a lower end of the main circular pipe member is placed on a seabed and an upper end of the main circular pipe member is located above a water surface; and
stacking a transported additional circular pipe member vertically on the main circular pipe member and assembling the upper and lower circular pipe members to each other in a watertight form so as to be capable of being disassembled,
wherein while the additional circular pipe member is being stacked on and assembled to the main circular pipe member or after the additional circular pipe member is entirely stacked on and completely assembled to the main circular pipe member, a cover for blocking a traverse section of the circular pipe members is installed to the main circular pipe member or the additional circular pipe member, a suction hose is connected to the cover to suck water in an inner hollow below the cover into a negative pressure state to form a suction pressure so that the main circular pipe member is penetrated into the seabed by the suction pressure, and the cover is separated and removed,
wherein pile coupling members are integrally provided to outer surfaces of the main circular pipe member and the additional circular pipe member so that a guide pin pile is coupled therethrough,
wherein after the main circular pipe member is placed on the seabed, the guide pin pile is inserted into the pile coupling member of the main circular pipe member so that a lower end thereof is vertically installed to be penetrated into the seabed,
wherein in the step of stacking the additional circular pipe member vertically on the main circular pipe member, the guide pin pile is inserted into the pile coupling member of the additional circular pipe member so that the additional circular pipe member is stacked while being guided by the guide pin pile to move downward,
wherein the process of dismantling the cofferdam includes:
installing an extendable jack device to a newly constructed structure installed in a dry working space secured by the cofferdam, and installing a lifting wire to be connected between the extendable jack device and the main circular pipe member of the cofferdam;
extending the extendable jack device to pull the lifting wire to move the entire cofferdam upward so that the joined portion between the additional circular pipe member and the main circular pipe member is located above the water surface;
separating and removing the additional circular pipe member from the main circular pipe member; and
lifting and removing the main circular pipe member.

2. The cofferdam construction method according to claim 1 ,
wherein in the process of constructing a cofferdam, a plurality of additional circular pipe members are stacked in order and assembled to each other in a watertight form so as to be capable of being disassembled, and
wherein in the process of dismantling the cofferdam, when the additional circular pipe members are disassembled and removed, an additional circular pipe member located at an uppermost side is disassembled and removed by separating the joined portion above the water surface, then the lifting wire is pulled to further move the cofferdam upward so that a joined portion between the additional circular pipe member at the uppermost side and an additional circular pipe member therebelow is located above the water surface, and then, in a state where the cofferdam temporarily stops moving upward, the upper and lower additional circular pipe members are separated to remove the upper additional circular pipe member, which is repeatedly performed.

3. The cofferdam construction method according to claim 1 ,
wherein in the process of dismantling the cofferdam, before the extendable jack device and the lifting wire are installed to the newly constructed structure, the cover is assembled again to the cofferdam, and water is injected into the inner space below the cover to increase a pressure, so that a lower end of the cofferdam is drawn from the seabed.

Assignees

• Korea Inst Civil Eng & Building Tech

Inventors

• Lee Ju-Hyung
• Kim Jae-Hyun
• Kim Hak-Man

Classifications

• E02D2220/00

  Temporary installations or constructions · CPC title

• E02D19/04 Primary

  by coffer-dams {, e.g. made of sheet piles (permanent sheet piling boxes E02D27/30)} · CPC title

• E02D2250/0061

  for working underwater · CPC title

• E02D2250/0053

  using suction or vacuum techniques · CPC title

• E02D15/08 Primary

  Sinking workpieces into water or soil {inasmuch as not provided for elsewhere} · CPC title