A wind turbine foundation comprising a concrete support slab having a horizontal rebar grid therein, a concrete pedestal integral with the support slab and having vertical post tensioning elements therein and a plurality of concrete ribs on top of and integral with the support slab and integral with the pedestal, the ribs having rebar therein and extend outwardly from the pedestal, the pedestal, slab and ribs are connected to each other to form a monolithic foundation. The foundation design reduces the and volume of materials used, reduces cost, and improves heat dissipation conditions during construction by having a small ratio of concrete mass to surface area thus eliminating the risk of thermal cracking due to heat of hydration.

There is disclosed a packer and/or gripper element (10), beneficially for use offshore and/or underwater, the packer and/or gripper (10) comprising an inflatable element or cushion (15a, 15b, 15c, 15d), wherein a periphery of the/each inflatable element or cushion (15a, 15b, 15c, 15d) comprises at least one corner, the at least one corner comprising a concave portion (30a, 30b, 30c, 30d). The disclosed packer and/or gripper element (10) comprises a plurality of inflatable elements (15a, 15b, 15c, 15d), each inflatable element (15a, 15b, 15c, 15d) being communicably coupled to an adjacent inflatable element (15a, 15b, 15c, 15d) by a port (155a, 155b) disposed between the inflatable elements (15a, 15b, 15c, 15d).

Provided is an electromagnetic grounding arrangement for power cables of a wind turbine that includes a tower mounted on a foundation, which electromagnetic grounding arrangement includes an electrically conductive sheet including at least one aperture through which a power cable passes; a first current path from a jacket of the power cable to the electrically conductive sheet; and a second current path from the electrically conductive sheet to ground.

A mast is erected to support a radio antenna. At least one stay cable supports the mast. The stay cable is oriented to the mast within an acute angle. The stay cable is stressed to support the mast.

An offshore mast is erected to support a load. At least one stay cable supports the offshore mast. The stay cable has an end and an opposite end. The end of the stay cable attaches to an upper region of the offshore mast. The opposite end of the stay cable is anchored, perhaps to an ocean bed of the earth. The stay cable is oriented at an angle not exceeding ten degrees.

A wind turbine foundation comprising a concrete support slab having a horizontal rebar grid therein, a concrete pedestal integral with the support slab and having vertical post tensioning elements therein and a plurality of concrete ribs on top of and integral with the support slab and integral with the pedestal, the ribs having rebar therein and extend outwardly from the pedestal, the pedestal, slab and ribs are connected to each other to form a monolithic foundation. The foundation design reduces the weight and volume of materials used, reduces cost, and improves heat dissipation conditions during construction by having a small ratio of concrete mass to surface area thus eliminating the risk of thermal cracking due to heat of hydration.

A method for installing a tubular metal pile in a rocky ground, successively comprises the steps of drilling the rocky ground in order to form a cavity of predetermined diameter and depth, filling the cavity with a granular material, arranging the granular material present in the cavity by vibration, and installing the pile in the cavity.

A wind turbine foundation comprising a concrete support slab having a horizontal rebar grid therein, a concrete pedestal integral with the support slab and having vertical post tensioning elements therein and a plurality of concrete ribs on top of and integral with the support slab and integral with the pedestal, the ribs having rebar therein and extend outwardly from the pedestal, the pedestal, slab and ribs are connected to each other to form a monolithic foundation. The foundation design reduces the weight and volume of materials used, reduces cost, and improves heat dissipation conditions during construction by having a small ratio of concrete mass to surface area thus eliminating the risk of thermal cracking due to heat of hydration.

An equipment tower includes a foundation, a cast-in-place concrete plinth extending vertically from the foundation, and a tower portion extending vertically from the plinth. The equipment tower is constructed at a site having a set of tower specific parameters, and at least one dimension of the plinth is selected based on a tower specific parameter. For example, a height of the plinth may be selected to achieve a desired elevation of the topmost surface of the plinth, so that two towers having identical tower segments will have a common equipment height in spite of variations in their respective foundation elevations due to variations in local ground level. Moreover, the cast-in-place plinth may be designed to include a door opening large enough to accommodate equipment to be installed within the tower.

A device for levelling an offshore foundation construction including a cylinder equipped with a fastening member for removably fastening the cylinder to a part of the offshore foundation construction, a rod mobile in axial translation with respect to the cylinder, the rod including a pushing end so configured to push against a mudmat.