The invention relates to a foundation for a wind turbine, wherein the foundation comprises substantially prefabricated elements, preferably made of reinforced concrete, with a first, vertically extending base-like portion, on which a tower of the wind turbine can be arranged, and a second substantially horizontally extending portion as foundation body, which is in contact with the ground. The first portion is arranged above the second portion and has at least one closed, preferably sleeve-shaped, base element, which is annular or polygonal, and the second portion is formed from at least two horizontal elements, which each have at least one base portion. The at least one base element of the first portion and the base portion of the horizontal element of the second portion have substantially vertical apertures, which are mounted in line with one another and in which substantially vertical bracing elements, preferably threaded rods, are arranged. The at least one base element of the first portion and the at least two horizontal elements of the second portion are preloaded against one another by the substantially vertical preloading elements. No further fastening means, in particular horizontal fastening means, are necessary for dissipation of the loads from the wind turbine.

An automated driving and assembly machine for driving foundation components, such as screw anchors, and for assembling foundations, such as truss foundations, using the driven screw anchors. The machine has a rotary driver and a hydraulic drilling tool. Sensors monitoring hydraulic pressure at the drilling tool will take incremental pressure readings during a driving operation. If the readings become clustered around a relative maximum, the controller will pause the driving operation and begin a drill stall mitigation sub-routine. This may involve retracting the drill and then hammering and releasing pressurized air to clear the stall. Clearance of the stall may also be derived by the controller from pressure readings.

A pre-fabricated load bearing structural assembly includes a foundation, a pole, and a cap. At least one of the foundation and the cap is unitary fabricated with at least one internal cellular and/or volumetric enclosure that transfers lateral and axial stresses away from the pole. A pole section disposed inside a foundation pole cavity is configured to rest on a corresponding support structure centrally disposed at the bottom of the cavity. The pole section exterior wall/s profile and dimensions in proximity to the pole cavity aperture is/are precisely defined. At least one cap, precisely fabricated, fills in the gap between the exterior wall/s of the pole and the inner wall/s of the pole cavity in proximity to the aperture opening of the pole cavity. The pole resting on the corresponding centrally disposed structure at the bottom of the pole cavity is plumbed by the precisely fabricated cap.

A bearing cooling system for a vibratory pile driving system comprising at least one housing wall defining at least one bearing opening and at least one bearing assembly supported by the at least one housing wall in the at least one bearing opening. The bearing cooling system comprises a bearing cover plate, a bearing cover seal member, and at least one bearing bolt. The bearing cover plate defines an inner surface having a bearing cover plate seal recess. The bearing cover seal member adapted to be received at least partly within the bearing cover plate seal recess. The at least one bearing bolt is configured to secure the bearing cover plate relative to the at least one housing wall to form at least one contact location at which the bearing cover plate is in contact with at least a portion of the at least one bearing assembly.

The invention relates to a method and a device for producing a foundation element in the ground, wherein a hole is formed in the ground which is filled with a hardenable filling mass in order to form the foundation element. According to the invention provision is made in that prior to the hardening of the filling mass a data carrier is introduced into the hole, on which information on the produced foundation element is stored .

The invention relates to a foundation for a wind turbine, wherein the foundation comprises substantially prefabricated elements, preferably made of reinforced concrete, with a first, vertically extending base-like portion, on which a tower of the wind turbine can be arranged, and a second substantially horizontally extending portion as foundation body, which is in contact with the ground. The first portion is arranged above the second portion and has at least one closed, preferably sleeve-shaped, base element, which is annular or polygonal, and the second portion is formed from at least two horizontal elements, which each have at least one base portion. The at least one base element of the first portion and the base portion of the horizontal element of the second portion have substantially vertical apertures, which are mounted in line with one another and in which substantially vertical bracing elements, preferably threaded rods, are arranged. The at least one base element of the first portion and the at least two horizontal elements of the second portion are preloaded against one another by the substantially vertical preloading elements. No further fastening means, in particular horizontal fastening means, are necessary for dissipation of the loads from the wind turbine.

Zusammenfassung: Die Erfindung betrifft ein Fundament für eine Windkraftanlage, wobei das Fundament im Wesentlichen vorgefertigte Elemente, bevorzugt aus bewehrtem Beton, aufweist, mit einem ersten, sich vertikal erstreckenden sockelartig ausgeführten Abschnitt, auf dem ein Turm der Windkraftanlage anordbar ist, and einem zweiten sich im Wesentlichen horizontal erstreckenden Abschnitt als Fundamentkorper, der sich in Kontakt mit dem Boden befindet, wobei der erste Abschnitt oberhalb des zweiten Abschnitts

An offshore structure having a foundation structure, wherein the foundation structure has at least a first and a second profile, the first profile is designed as a pile and the second profile is designed as a pile sleeve, the second profile encloses the first profile over a penetration length, wherein an interspace is formed between the first and the second profile, the interspace has a casting compound filling over the total penetration length, shear elements are provided on the first and/or the second profile, the shear elements extend into the interspace and effect an axial load dissipation into the casting compound filling, the shear elements are provided only over a first partial length of the penetration length, the first partial length is between 65 and 90% of the total penetration length and a second partial length is free of shear elements, wherein the second partial length forms the upper length of the penetration length in the installed position.

A barbed micropile for soil reinforcement at a target location and a method for soil reinforcement at a target location. The barbed micropile includes a conical-head pipe which comprises a hollow rod, a conical head, and a first plurality of T-shaped elements mounted around an outer surface of the hollow rod. The method may include generating a cavity at the target location, filling the cavity with grout, generating a well at the target location by inserting a barbed micropile into the ground at the target location, filling a space between the barbed micropile and the well's wall with grout, and filling an inner chamber of the hollow rod.

Geosynthetic reinforced wall panels including soil reinforcing members and retaining wall system formed therewith are disclosed. The geosynthetic reinforced wall panels include any type of wall panels, such as a precast concrete wall panels, that are supported by an arrangement of soil reinforcing members. Various configurations of soil reinforcing members may include end tabs and/or inner tabs that have strips arranged therebetween. Examples of soil reinforcing members include, but are not limited to narrow-width single-section reinforcing members, narrow-width multi-section reinforcing members, and wide-width reinforcing members. Further, a retaining wall system is provided that includes any arrangement of the one or more geosynthetic reinforced wall panels.

A rotomolded lid for a meter box and a method of making the same are provided. The lid is formed in a rotomold process that embeds a pair of rebars within a hollow lid product. Concrete is then poured into the hollow portion and allowed to cure. The end result is a reinforced meter box lid that is configured to handle loads of up to 16,000 lbs. In addition, the presence of the rebars, which are ferromagnetic, allows a metal detector to detect the presence of the lid should it ever be inadvertently covered over or otherwise obscured from view. Furthermore, the central lid portion may also include a passageway covered by a hinged door to permit access to the meter box without having to lift up the lid itself. Another passageway, along with an associated countersunk portion in an upper lid surface, permits a wireless transponder to be positioned therein and connected to meter equipment in the box.