Described are various embodiments for coupling devices for dock installations.

A boat dock structure includes an upper deck, sides extending downward from the upper deck, and a wheel bumper having a substantially round shape. The wheel bumper has a first portion and a second portion, the first portion being positioned under the upper deck, the second portion extending outward from the cutout portion of at least one of the sides to protect the boat dock and a boat from damage when the boat is docking at the boat dock adjacent to the wheel bumper. At least one of the sides may have a cutout portion.

An ice ramp system for a dock including a catch plate adapted for horizontal mounting on a dock side surface of a dock; a plurality of ice ramps; a plurality of brackets, each bracket including a triangular cross-section with a bisecting element; an angled ice ramp support face for angularly supporting an ice ramp; a notch at a lower end of the support face for receiving an edge of an ice ramp; a hook that extends from an upper end of the support face that is mountable to a dock top surface; and a backplate having a downwardly extending tongue that mates with the catch plate.

A pergola shade system designed for use with a pier over water. The pergola shade system includes as its primary components a roof assembly, a framework to support the roof assembly above the pier, and an anchor assembly that removably and securely mounts the roof assembly and framework to the pier. The anchor assembly is constructed of components that permit the roof structure and framework of the pergola shade system to be both easily erected on a pier for use and easily disassembled from the pier for storage.

A load distributing and absorbing system that lies below a superstructure material which is exposed to percussive forces. The load distributing and absorbing system is interposed between the superstructure material and a foundation. The system has a barrier layer that lies below the superstructure material and an underlayment infrastructure positioned below the barrier layer. Included in the underlayment infrastructure are hat-shaped absorbing members.

A progressive stage load distributing and absorbing system that lies below a superstructure material which is exposed to percussive forces. The progressive stage load distributing and absorbing system is interposed between the superstructure material and a foundation. The system has a barrier layer that lies below the superstructure material and an underlayment infrastructure positioned below the barrier layer. Included in the underlayment infrastructure are hat-shaped absorbing members that have a relatively compliant stage subsystem and one or more relatively stiff stage subsystems.

An ice ramp system for a dock including a catch plate adapted for horizontal mounting on a dock side surface of a dock; a plurality of ice ramps; a plurality of brackets, each bracket including a triangular cross-section with a bisecting element; an angled ice ramp support face for angularly supporting an ice ramp; a notch at a lower end of the support face for receiving an edge of an ice ramp; a hook that extends from an upper end of the support face that is mountable to a dock top surface; and a backplate having a downwardly extending tongue that mates with the catch plate.

A boat dock structure includes an upper deck, sides extending downward from the upper deck, and a wheel bumper having a substantially round shape. The wheel bumper has a first portion and a second portion, the first portion being positioned under the upper deck, the second portion extending outward from the open or cutout portion of at least one of the sides to protect the boat dock and a boat from damage when the boat is docking at the boat dock adjacent to the wheel bumper. At least one of the sides may have an open or cutout portion.

Various embodiments relate to a method and a seabed supported base structure for providing a shallow water drilling terminal, where a prefabricated floating seabed substructure is towed to site, ballasted to rest on the seabed and/or piled to the seabed forming a seabed foundation. The seabed supported base structure is provided with at least one cantilevered unit with openings for drilling of wells, projecting sideways out from the exterior side of a vertical wall, terminated above sea level. A prefabricated floating drilling module provided with an outrigger with sidewise movable drilling device is towed to the site, guided into the seabed substructure through an opening in the wall structure at the periphery of the base structure, ballasted and mated onto the base structure, whereupon wells are drilled from a drilling gear. Upon completed drilling and operation of the wells, the drilling unit is removed and substituted by a production unit.

A composite floor structure and method of making the same are disclosed. The composite floor structure may include a platform and a plurality of transverse beams. The composite floor structure may also include at least one longitudinal beam and a plurality of insert beams to accommodate the longitudinal beam. The composite floor structure may also include an underlayment between the plurality of transverse beams and the at least one longitudinal beam. Some or all of these components may be integrally molded together to form a fiber-reinforced polymer structure. The composite floor structure may be used for cargo vehicles and other applications.