Method and apparatus for grouting an offshore structure

Claim 1

A method of grouting an offshore structure positionable on a sea bed and having at least one supporting leg including a tubular sleeve in the water and a piling insertable in the sleeve, said piling having an outside diameter smaller than the inside diameter of the sleeve to thereby form an annular space between the sleeve and piling, said method comprising the steps of: (a) Positioning normally contracted and selectively expandable seal means on the sleeve for isolating at least a portion of said annular space; (b) Expanding the seal means to sealingly engage the piling (c) Discharging water from the annular space; (d) Introducing a settable grouting material into the annular space under pressure; and (e) Releasing said pressure upon setting of said grouting material, the settable grouting material being introduced into the annular space and maintained under pressure until set, said pressure being greater than the static head pressure exerted by the grout column and water column at the grouting depth.

Claim 2

A method of grouting an offshore structure positionable on a sea bed and having at least one supporting leg including a tubular sleeve in the water and a piling insertable in the sleeve, said piling having an outside diameter smaller than the inside diameter of the sleeve to thereby form an annular space between the sleeve and piling, said method comprising the steps of: (a) Positioning normally contracted and selectively expandable seal means on the sleeve for isolating at least a portion of said annular space; (b) Expanding the seal means to sealingly engage the piling (c) Discharging water from the annular space; (d) Introducing a settable grouting material into the annular space under pressure; and (e) Releasing said pressure upon setting of said grouting material, the settable grouting material being introduced into the annular space and maintained under pressure until set, said pressure being greater than the static head pressure exerted by the grout column and water column at the grouting depth.

Claim 3

A method of grouting an offshore structure positionable on a sea bed and having at least one supporting leg including a tubular sleeve in the water and a piling insertable in the sleeve, said piling having an outside diameter smaller than the inside diameter of the sleeve to thereby form an annular space between the sleeve and piling, said method comprising steps of: (a) Positioning normally contracted and selectively expandable seal means on the sleeve for isolating at least a portion of said annular space; (b) Expanding the seal means to sealingly engage the piling; (c) Discharging water from the annular space; (d) Introducing a settable grouting material into the annular space under pressure; and (e) Releasing said pressure upon setting of said grouting material, the seal means being positioned adjacent the upper end of the sleeve whereby the annular space may be sealed off between the seal means and the sea bed, the settable grouting material being introduced into annular space and maintained under pressure until set, said pressure being greater than the static head pressure exerted by the grout column and water column at the grouting depth.

Claim 4

A method of grouting an offshore structure positionable on a sea bed and having at least one supporting leg including a tubular sleeve in the water and a piling insertable in the sleeve, said piling having an outside diameter smaller than the inside diameter of the sleeve to thereby form an annular space between the sleeve and piling, said method comprising steps of: (a) Positioning normally contracted and selectively expandable seal means on the sleeve for isolating at least a portion of said annular space; (b) Expanding the seal means to sealingly engage the piling; (c) Discharging water from the annular space; (d) Introducing a settable grouting material into the annular space under pressure; and (e) Releasing said pressure upon setting of said grouting material, the seal means being positioned adjacent the upper end of the sleeve whereby the annular space may be sealed off between the seal means and the sea bed, the settable grouting material being introduced into annular space and maintained under pressure until set, said pressure being greater than the static head pressure exerted by the grout column and water column at the grouting depth.

Claim 5

A method of grouting an offshore structure positionable on a sea bed and having at least one supporting leg including a tubular sleeve in the water and a piling insertable in the sleeve, said piling having an outside diameter smaller than the inside diameter of the sleeve to thereby form an annular space between the sleeve and piling, said method comprising the steps of: (a) Positioning normally contracted and selectively expandable seal means on the sleeve for isolating at least a portion of said annular space; (b) Expanding the seal means to sealingly engage the piling; (c) Discharging water from the annular space; (d) Introducing a settable grouting material into the annular space under pressure; and (e) Releasing said pressure upon setting of said grouting material, the seal means being positioned adjacent the upper and lower end of the sleeve whereby the annular space may be sealed off therebetween, the settable grouting material being introduced into the annular space and maintained under pressure until set, said pressure being greater than the static head pressure exerted by the grout column and water column at the grouting depth.

Claim 6

A method of grouting an offshore structure positionable on a sea bed and having at least one supporting leg including a tubular sleeve in the water and a piling insertable in the sleeve, said piling having an outside diameter smaller than the inside diameter of the sleeve to thereby form an annular space between the sleeve and piling, said method comprising the steps of: (a) Positioning normally contracted and selectively expandable seal means on the sleeve for isolating at least a portion of said annular space; (b) Expanding the seal means to sealingly engage the piling; (c) Discharging water from the annular space; (d) Introducing a settable grouting material into the annular space under pressure; and (e) Releasing said pressure upon setting of said grouting material, the seal means being positioned adjacent the upper and lower end of the sleeve whereby the annular space may be sealed off therebetween, the settable grouting material being introduced into the annular space and maintained under pressure until set, said pressure being greater than the static head pressure exerted by the grout column and water column at the grouting depth.