E02D27/50

Suction anchor for a subsea well

A suction anchor for a subsea well is provided. The suction anchor includes a wellhead support structure. The wellhead support structure is at least in part external of the internal volume of the suction anchor.

Suction anchor for a subsea well

A suction anchor for a subsea well is provided. The suction anchor includes a wellhead support structure. The wellhead support structure is at least in part external of the internal volume of the suction anchor.

ROCK ANCHOR FOUNDATION STRUCTURE SUITABLE FOR MOUNTAIN PHOTOVOLTAIC MODULE AND CONSTRUCTION METHOD OF ROCK ANCHOR FOUNDATION STRUCTURE
20180002885 · 2018-01-04 ·

The present invention relates to a rock anchor foundation structure suitable for a mountain photovoltaic module and a construction method of the rock anchor foundation structure. A technical solution of the present invention is as follows: the rock anchor foundation structure comprises a drill hole drilled in a rock slope, an anchor rod module arranged in the drill hole and a photovoltaic power station module. The photovoltaic power station module is connected with the anchor rod module through a hollow connecting steel pipe; the photovoltaic power station module comprises a bracket welded on the top of the hollow connecting steel pipe, a beam mutually hinged with the top of the bracket and a photovoltaic cell panel arranged at the upper part of the beam. The rock anchor foundation structure of the present invention is suitable for the technical fields of around treatment and foundation engineering design.

ROCK ANCHOR FOUNDATION STRUCTURE SUITABLE FOR MOUNTAIN PHOTOVOLTAIC MODULE AND CONSTRUCTION METHOD OF ROCK ANCHOR FOUNDATION STRUCTURE
20180002885 · 2018-01-04 ·

The present invention relates to a rock anchor foundation structure suitable for a mountain photovoltaic module and a construction method of the rock anchor foundation structure. A technical solution of the present invention is as follows: the rock anchor foundation structure comprises a drill hole drilled in a rock slope, an anchor rod module arranged in the drill hole and a photovoltaic power station module. The photovoltaic power station module is connected with the anchor rod module through a hollow connecting steel pipe; the photovoltaic power station module comprises a bracket welded on the top of the hollow connecting steel pipe, a beam mutually hinged with the top of the bracket and a photovoltaic cell panel arranged at the upper part of the beam. The rock anchor foundation structure of the present invention is suitable for the technical fields of around treatment and foundation engineering design.

SYSTEM AND METHOD FOR PYLON ANCHORING
20230028488 · 2023-01-26 · ·

Disclosed is a pylon anchoring system in the form of an extruded strip that may be wrapped around, and affixed to, a pylon or post such that the pylon anchoring system is positioned beneath a sand line when the pylon or post is installed and set. Advantageously, when the post or pylon is installed such that the pylon anchoring strip is positioned beneath sand (or some other ground surface), a plurality of anchor elements on the system generate a counteracting force to any external force that might cause the pylon to shift from a set position.

Floating Reinforced Concrete Platform Applicable To The Marine Wind Power Sector Industry

The present invention relates to a solution for a floating wind platform made of reinforced concrete for mass production, characterized by a geometric design providing a hydrostatic natural prestressing to the concrete, causing it to work under compression. The structural response of the platform for working in the most effective mode is improved, and the occurrence of fractures or cracks in the concrete is prevented, which reduces permeability and allows for reducing the rebar to be contained in the structure, also increasing operational safety. Furthermore, the invention has a system for anchoring the mooring lines to the structure in the form of a truss made of reinforced concrete which evenly distributes mooring stresses, minimizing prestressing in the high area of the platform, and increasing the area for distributing shear forces due to the change in section between the platform and the tower of the wind turbine. The geometric design furthermore confers the versatility of being able to adopt low draft SPAR, semi-submersible, barge, or buoy solutions, with the wind turbine being installed such that it is centered or off-center on the structure, thereby being adapted to different draft requirements or environmental and logistics conditions.

Pile installation system for an offshore foundation construction and method of installing a pile

This pile installation system for an offshore foundation construction includes a main body, a movable part and a first means for attaching the main body to a frame of reference. This frame of reference is configured to act as a counterweight. It further includes a second means for attaching the movable part to a pile to be installed, and the movable part may be moved, with respect to the main body, in translation about the direction of an insertion axis.

Pile installation system for an offshore foundation construction and method of installing a pile

This pile installation system for an offshore foundation construction includes a main body, a movable part and a first means for attaching the main body to a frame of reference. This frame of reference is configured to act as a counterweight. It further includes a second means for attaching the movable part to a pile to be installed, and the movable part may be moved, with respect to the main body, in translation about the direction of an insertion axis.

SUBSEA ASSEMBLY MODULARIZATION

A foundation for a subsea assembly is provided. The foundation includes connection points. The connection points permit other components to be connected to the foundation and permit loads to transfer from the other components into the foundation. The foundation may be a suction anchor. A method of converting an exploration well using the foundation to a production well is also provided.

Helical piles with sensors and data acquisition unit

A pile for use in a ground pile system has a tubular body and one or more sensor modules attached to the tubular body. Each of the one of more sensor modules includes a sensor guard that has a perimeter and a sensor nested within the sensor guard. The sensor is recessed within the perimeter of the sensor guard to protect the sensor during installation of the pile. A data acquisition unit can be used to receive data from the one or more sensor modules. The data acquisition unit includes a solar panel array, a battery charged by the solar panel array, a modem powered by the battery, and a computer powered by the battery. The computer is configured to receive signals from the sensors and transmit the signals to a remote operation center through the modem.