E02D13/00

MODULAR BUOYANT NOISE-INSULATING DEVICE FOR OFFSHORE PILE DRIVING

A modular noise-insulating device for offshore pile driving, comprising interconnected noise-insulating modules movably nested in a telescopic arrangement in a storage position and constructed to move telescopically relative to each other, wherein the noise-insulating modules are substantially homogeneous or comprise a noise-insulating portion providing a buoyant force and a ballast portion providing a gravitational force, wherein in a surrounding liquid in the operating position, each noise-insulating module arranged above the bottom module provides a ratio of a total buoyant force versus a total gravitational force provided by said noise-insulating module, said ratio being in a first range of ratio between 1 and 5, the bottom module provides a second ratio of a total buoyant force of said bottom module versus a total gravitational force of said bottom module, said second ratio being below a maximum ratio of said noise-insulating modules.

MODULAR BUOYANT NOISE-INSULATING DEVICE FOR OFFSHORE PILE DRIVING

A modular noise-insulating device for offshore pile driving, comprising interconnected noise-insulating modules movably nested in a telescopic arrangement in a storage position and constructed to move telescopically relative to each other, wherein the noise-insulating modules are substantially homogeneous or comprise a noise-insulating portion providing a buoyant force and a ballast portion providing a gravitational force, wherein in a surrounding liquid in the operating position, each noise-insulating module arranged above the bottom module provides a ratio of a total buoyant force versus a total gravitational force provided by said noise-insulating module, said ratio being in a first range of ratio between 1 and 5, the bottom module provides a second ratio of a total buoyant force of said bottom module versus a total gravitational force of said bottom module, said second ratio being below a maximum ratio of said noise-insulating modules.

Centre system

The invention relates to an assembly for centring a first elongate tubular element and a second elongate tubular element, such as an underwater pile accommodated within a noise mitigation screen, at a common central longitudinal axis along which axis both the first and second element extend, and wherein the centre system is provided with first coupling element for fixedly coupling the centre system with one of the first and second tubular elements, and second coupling element for engaging the other tubular element for centring the other tubular element at the central axis.

Centre system

The invention relates to an assembly for centring a first elongate tubular element and a second elongate tubular element, such as an underwater pile accommodated within a noise mitigation screen, at a common central longitudinal axis along which axis both the first and second element extend, and wherein the centre system is provided with first coupling element for fixedly coupling the centre system with one of the first and second tubular elements, and second coupling element for engaging the other tubular element for centring the other tubular element at the central axis.

Grout plug systems and methods for placing piles

A grout plug assembly for use in forming a pipe pile system defining at least one pile assembly inner surface portion comprises a resiliently deformable plug body and a substantially rigid plug cap. The resiliently deformable plug body defining a plug outer surface, a plug inner surface, a first plug end surface, a second plug end surface, where the plug inner surface defines a plug passageway. The substantially rigid plug cap defines a cap outer surface, a cap inner surface, a first cap end surface, and a second cap end surface. The second cap end surface is rigidly secured to the first plug end surface. The plug outer surface is sized and dimensioned to engage the at least one pile assembly inner surface portion of the pipe pile system during formation of the pipe pile system.

Grout plug systems and methods for placing piles

A grout plug assembly for use in forming a pipe pile system defining at least one pile assembly inner surface portion comprises a resiliently deformable plug body and a substantially rigid plug cap. The resiliently deformable plug body defining a plug outer surface, a plug inner surface, a first plug end surface, a second plug end surface, where the plug inner surface defines a plug passageway. The substantially rigid plug cap defines a cap outer surface, a cap inner surface, a first cap end surface, and a second cap end surface. The second cap end surface is rigidly secured to the first plug end surface. The plug outer surface is sized and dimensioned to engage the at least one pile assembly inner surface portion of the pipe pile system during formation of the pipe pile system.

Construction Method and Device for Execution of a Cast In-Situ Pile with Multiple Diameters Decreasing with Depth
20220145567 · 2022-05-12 ·

This invention is detailing a construction method for a cast in-situ pile having an upper section with a larger diameter and at least one subsequent section with a smaller diameter, and a drilling device equipped with continuous flights which allows the construction of one pile having multiple diameters using the innovative construction method in a single continuous drilling phase while each drilling tool is penetrating through the soil in one pass.

The drilling tool according to the invention has a central hollow space that allows accommodation through it of at least one another smaller diameter drilling tool that can drill continuously and can be coupled by means of a coupling-decoupling device in a specific manner to the other drilling tool in order to act as a fixed assembly, at any given position in relation to the smaller drilling tool length and rotating position.

Construction Method and Device for Execution of a Cast In-Situ Pile with Multiple Diameters Decreasing with Depth
20220145567 · 2022-05-12 ·

This invention is detailing a construction method for a cast in-situ pile having an upper section with a larger diameter and at least one subsequent section with a smaller diameter, and a drilling device equipped with continuous flights which allows the construction of one pile having multiple diameters using the innovative construction method in a single continuous drilling phase while each drilling tool is penetrating through the soil in one pass.

The drilling tool according to the invention has a central hollow space that allows accommodation through it of at least one another smaller diameter drilling tool that can drill continuously and can be coupled by means of a coupling-decoupling device in a specific manner to the other drilling tool in order to act as a fixed assembly, at any given position in relation to the smaller drilling tool length and rotating position.

System for use with a crane on a surface vessel

The invention relates to a system (1) for use with a crane (4) on a surface vessel (3), comprising a crane tool (15) attached or attachable to a hoisting cable (5) of the crane (4) and one or more adaptors (16) attached or attachable to one or more tools (11-14, 25) for carrying out operations or to one or more components (2, 10), the crane tool (15) comprising a connector (17) and at least one of the adaptors (16) comprising a connector-counterpart (18).

System for use with a crane on a surface vessel

The invention relates to a system (1) for use with a crane (4) on a surface vessel (3), comprising a crane tool (15) attached or attachable to a hoisting cable (5) of the crane (4) and one or more adaptors (16) attached or attachable to one or more tools (11-14, 25) for carrying out operations or to one or more components (2, 10), the crane tool (15) comprising a connector (17) and at least one of the adaptors (16) comprising a connector-counterpart (18).