A coupling system to be temporarily coupled to at least one of a jacket pile and a foundation pile comprises an upper fixation member, a lower fixation member and a lifting device for moving the upper and lower fixation members with respect to each other. The coupling system is provided with at least one of a grout transfer line for guiding grout from a grout supply to a space between a jacket pile and a foundation pile upon installing the jacket pile to the foundation pile, and a cleaning device for cleaning the inner and/or outer side of a foundation pile, and a separating device for separating a jacket pile from a foundation pile upon de-installing the jacket pile with respect to the foundation pile, and a measurement device for determining parameters of a jacket pile and/or a foundation pile.

The present disclosure discloses a combined offshore wind power foundation with duct piles and a bucket, which comprises duct piles and a bucket foundation; the bucket foundation includes a steel bucket skirt, a bucket top cover, main beams, ring beam and a transition section. A top of the steel bucket skirt and the bucket top cover are integrally formed into a semi-closed structure. The bucket top cover is provided thereon with main beams uniformly arranged in a circumferential direction. The ring beam are arranged at an edge of the bucket top cover. Each duct pile includes a duct, a steel pile, duct supports and high-strength mortar, each main beam is provided at its outer side end with one of corresponding. The duct support is connected with the main beam and the ring beam, and integrated with the bucket top cover, the main beams and the ring beam.

A manufacturing facility for assembling a jacket structure 3 comprising a number of subcomponents 10, said subcomponents 10 including a prefabricated brace 12 and a pair of prefabricated legs 30, 30, wherein the manufacturing facility comprises a number of first supports 20 for supporting each of the prefabricated legs 30,30, a number of second supports 40 for supporting the prefabricated brace 12 and a welding unit for welding the prefabricated brace 12 to the prefabricated legs 30,30.

Provided is a transition piece for a wind turbine, to connect a wind turbine to a foundation, wherein the transition piece includes a connection area to be connected to a foundation.

The invention relates to a transition piece for connecting an upper tower portion with connection profiles of a lower tower portion. The invention further comprises the respective connection profiles. The transition piece is particularly suitable for a hybrid tower, e.g. for a wind turbine, wherein the upper tower portion is configured, for example, as a steel tubular tower and the lower tower portion as, for example, a lattice tower structure.

An inspection system may be deployed as part of a routine crew transfer diving (CTV) or service operation vessel (SOV) deployment to perform inspections for analyses which can be conducted while carrying out other inspection tasks. A marinized digital detector array and betatron source may be maneuvered proximate a first detector plate, which can be of a plurality of detector plates and a first exposure generated at the first detector plate which is then used to aid in generating one or more images comprising each such exposure. The images are then reconstructed to identify defects in the grout.

The present disclosure describes a base structural building module employing a core structural member having an array of upwardly and outwardly and downwardly and outwardly extending braces or arms extending therefrom. Tubular cans are mounted at the ends of each of the upper and lower arms to receive piles. One upper arm is aligned and paired with one lower arm and the pair's respective cans are aligned about their can axis. The modules employ flexible design by varying the lengths of the arms and their respective inclination or declination angles. Modules can be stacked one on top of another (and secured) to form multi-tiered structural building jackets for building vertical structures such as, for example, oil and gas platforms used onshore or offshore as well as other structures. Each tier can also comprise multiple modules joined laterally together to provide a wide variety of potential template configurations and building applications.

An offshore foundation structure includes a jacket portion having a plurality of struts interconnected in a framework-like manner, and a receiving means for a tower shaft of a wind power installation. The platform is arranged at least partially in the interior of the jacket portion. The offshore foundation structure also has a gangway and a lift.

The invention relates to a crane, such as a hoisting crane (3000) having a hoisting boom (3010) having a lifting region (3020), configured to lift a load (3050) and an actuatable restraint device (3040), the device extending from the crane. The actuatable restraint device is configured to engage with a load being lifted, so as to control movement of that load with respect to the lifting region in at least one direction. The actuatable restraint device may be configured to control movement in as much as inhibiting, or mitigating, certain movement.

A connection structure for connecting a seabed anchor to a superstructure for electrical power engineering has a horizontally encircling, vertically extending wall, which bounds a spatial region inside the connection structure. A first connecting section is configured for connection to the superstructure. A second connecting section is configured for connection to the seabed anchor.