JPS5639240A - Seabed foundation construction method and pile thereof - Google Patents
Seabed foundation construction method and pile thereofInfo
- Publication number
- JPS5639240A JPS5639240A JP11237979A JP11237979A JPS5639240A JP S5639240 A JPS5639240 A JP S5639240A JP 11237979 A JP11237979 A JP 11237979A JP 11237979 A JP11237979 A JP 11237979A JP S5639240 A JPS5639240 A JP S5639240A
- Authority
- JP
- Japan
- Prior art keywords
- pile
- pressurized water
- seabed
- construction method
- injection pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000010276 construction Methods 0.000 title abstract 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 6
- 238000002347 injection Methods 0.000 abstract 3
- 239000007924 injection Substances 0.000 abstract 3
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 239000002184 metal Substances 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
Landscapes
- Piles And Underground Anchors (AREA)
- Foundations (AREA)
Abstract
PURPOSE: To enable an efficient sinking and driving of a pile in a seabed with a jet of pressurized water, by a method wherein, in a seabed foundation construction method and a pile used in said construction method, a pile driving in which a pressurized water injection pipe is embedded, is used.
CONSTITUTION: A pile A consists of a pile body 1, in which an end 1 of a square short column 1a and a quadrangular pyramid section 1b are connected into monolithical unit, and a pressurized water injection pipe 2 which is embedded in such a state as enables the pipe 2 to pierce longitudinally through a central portion of the pile body 1. The pile A is hung down through the working of a crane installed on ?a work ship, and is set in a given place on a seabed surface by a diver. A pressurized water is fed to the pessurized water injection pipe 2 from a pressurized water supply source through a pipe connected to a coupling metal 3, and is jetted from a tip 16 of the quadrangular pyramid into a seabed ground to sink the pile A and pierce it through to a given depth.
COPYRIGHT: (C)1981,JPO&Japio
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11237979A JPS5639240A (en) | 1979-09-04 | 1979-09-04 | Seabed foundation construction method and pile thereof |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11237979A JPS5639240A (en) | 1979-09-04 | 1979-09-04 | Seabed foundation construction method and pile thereof |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS5639240A true JPS5639240A (en) | 1981-04-14 |
Family
ID=14585195
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11237979A Pending JPS5639240A (en) | 1979-09-04 | 1979-09-04 | Seabed foundation construction method and pile thereof |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS5639240A (en) |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51125905A (en) * | 1975-03-28 | 1976-11-02 | Atsushi Matsui | Method of checking settlement of subsoil and so on using toppshaped pile and pile used for same |
-
1979
- 1979-09-04 JP JP11237979A patent/JPS5639240A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS51125905A (en) * | 1975-03-28 | 1976-11-02 | Atsushi Matsui | Method of checking settlement of subsoil and so on using toppshaped pile and pile used for same |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EA200200928A1 (en) | METHOD AND DEVICE FOR UNDERWATER SOIL EXTRACT | |
JPS5628929A (en) | Anchor of underwater-driven type | |
JPS5639240A (en) | Seabed foundation construction method and pile thereof | |
JPS5685028A (en) | Driving method of pile into hard ground | |
JPS5520802A (en) | Construction of chemical grouting pipe | |
ES374713A1 (en) | Elongated element to be driven into the ground together with a shoe | |
JPS57151723A (en) | Concrete sheet pile and its driving | |
JPS55138519A (en) | Constructing method of high-pressure strut continuous- wall | |
JPS6417923A (en) | Embedment of pile | |
JPS55152221A (en) | Sinking method of caisson | |
MY109443A (en) | Improved jet device for treating the ground | |
JPS5740024A (en) | Pile driving work | |
JPS5733615A (en) | Sinking process for pile | |
JPS6417925A (en) | Embedment of precast pile | |
FR2303123A1 (en) | Dredging using skid mounted water spray bars towed by barge - allowing removal of emulsified silt by tide | |
JPS56125527A (en) | Foundation pile | |
JPS5652219A (en) | Improving method of construction for sandy subsurface | |
JPS5724724A (en) | Method for driving structure material into rock bed | |
JPS57184120A (en) | Improvement work for soft ground | |
JPS5736216A (en) | Method and apparatus for driving pile | |
JPS57100211A (en) | Sampling method and apparatus for undisturbed soil | |
JPS55138516A (en) | Method for withdrawal of existing pile | |
JPS5689622A (en) | Pile having jet excavator | |
JPS5616727A (en) | Submarine anchor and method of producing the same | |
JPS641826A (en) | Lay-out method of wide-headed pile |