| 摘要 |
The present invention relates to a suction pile using a grouting method which can reduce an amount of settlement, reinforce bearing fixing power of the suction pile, adjust the slope of the suction pile and hold the suction pile erect, particularly, when the seabed is a weak ground, by modifying the suction pile with a new structure such that a grouting method can be applied to the suction pile. The suction pile for seabed foundation using the grouting method comprises a main pile body of which upper side and circumferential side are sealed and of which lower side is opened; a pipe body mounted from the upper side to the lower side of the pile body; a hose of which one end is connected with the pipe body through the upper side of the pile body; a pumping means providing driving force relative to pressurization and pumping and including a conversion valve which is connected with the other end of the hose and has first and second flow channels; a grout storage tank connected with the first flow channel of the conversion valve; and a connection hose connected with the second flow channel of the conversion valve to discharge water and air contained in the pile body to the outside. |
