Improved equipment bases and methods for making and using same are disclosed herein. The equipment base can include a first coated substrate including a first part having a first thickness sized to provide the load-bearing support for the equipment, a first elastomer coating the first part, a second coated substrate positioned adjacent to the first coated substrate, the second coated substrate including a second part having a second thickness sized to provide the load-bearing support for the equipment, and a second elastomer coating the second part. A first seam can be formed between the first and second coated substrates to allow for moisture to pass between the first and second coated substrates so that moisture is allowed to seep away from the bottom of the equipment.

A method for assembling a modular foundation of a wind turbine having a base and a plurality of foundation sections includes positioning the base of the foundation on a support surface, arranging a plurality of tensioning elements so as to extend from the base to a second location spaced from the base, and stacking a plurality of foundation sections on the base by guiding the foundation sections from the second location toward the base using the tensioning elements. A modular wind turbine foundation includes a base positioned on the seabed; a plurality of tensioning elements extending from the base to a location adjacent the surface of the water; and a plurality of serially stacked foundation segments on top of the base.

A base angle attachment assembly includes a connector for coupling to a base and a pole supported by the base. The connector has a first connecting member and a second connecting member extending generally perpendicularly with respect to the first connecting member. The first connecting member of the connector defines an aperture for receiving a fastener configured to couple the connector with the base. The second connecting member of the connector defines apertures for receiving fasteners configured to couple the connector with the pole. The base angle attachment assembly also includes a containment assembly configured for insertion into an interior cavity of the pole for receiving and aligning the fasteners with the apertures defined in the second connecting member of the connector.

A base angle attachment assembly includes a connector for coupling to a base and a pole supported by the base. The connector has a first connecting member and a second connecting member extending generally perpendicularly with respect to the first connecting member. The first connecting member of the connector defines an aperture for receiving a fastener configured to couple the connector with the base. The second connecting member of the connector defines apertures for receiving fasteners configured to couple the connector with the pole. The base angle attachment assembly also includes a containment assembly configured for insertion into an interior cavity of the pole for receiving and aligning the fasteners with the apertures defined in the second connecting member of the connector.

The system includes support sections and locking clips. Each support section has an L-shaped base portion, a back portion, and a flange for insertion into a slot in a track around the pool. so that when the track flange is inserted in the slot, part of the base portion extends down near the pool wall, part of the base portion extends away from the pool wall to a distal end, the back portion being attached to the distal end, the back portion extends above the track, and the locking hole is proximate to the slot. Each locking clip has a protrusion sized and configured to extend through the locking hole in the support section and into the slot in the track so that the clip abuts and supports the support section and is locked into place by a friction fit between the protrusion and the track.

A crane-free system for moving a pre-fabricated enclosure includes a beam system and a system of coordinated self-contained hydraulic jack units, which in conjunction allow a pre-fabricated enclosure to be lifted off a semi-trailer, positioned by rolling on the system of beams above a pre-laid foundation, and lowered to the foundation. Optionally, the sliding beam system may be rotated using rotatable rollers to allow the pre-fabricated enclosure to move in a rotated direction. Optionally, a centering device and hydraulic ram may be used to center the pre-fabricated enclosure on the foundation.

Systems and methods for soil improvement foundation isolation and load spreading are provided. The systems and methods provided herein relate to isolation of structural foundations from soil improvement elements and distributing stress from high stiffness elements to lower stiffness materials. A shear load transfer reduction system may include one or more ground improvement elements for supporting an applied load. A shear break element may be positioned above one or more ground improvement elements. The shear break elements may be configured to have low interface shear strength.

One example embodiment includes a steel and foam foundation. The steel and foam foundation includes a main body, where the main body is formed of EPS foam and a sloped exterior. The sloped exterior is formed of EPS foam on an exterior surface of the main body and ensures that the bottom of the steel and foam foundation is wider than the top of the steel and foam foundation. The steel and foam foundation also includes a first I-beam and a second I-beam. The first and second I-beams are placed on opposite edges of the main body. The steel and foam foundation further includes a first piece of L-metal, a second piece of L-metal, a third piece of L-metal, and a fourth piece of L-metal. Each piece of L-metal includes a first flange and a second flange and is placed around the remaining edges of the main body.

One example embodiment includes a steel and foam foundation. The steel and foam foundation includes a main body, where the main body is formed of EPS foam and a sloped exterior. The sloped exterior is formed of EPS foam on an exterior surface of the main body and ensures that the bottom of the steel and foam foundation is wider than the top of the steel and foam foundation. The steel and foam foundation also includes a first I-beam and a second I-beam. The first and second I-beams are placed on opposite edges of the main body. The steel and foam foundation further includes a first piece of L-metal, a second piece of L-metal, a third piece of L-metal, and a fourth piece of L-metal. Each piece of L-metal includes a first flange and a second flange and is placed around the remaining edges of the main body.

A method for constructing a building structure using gravity and weight of the building structure is provided. The method includes designing an architecture and a construction plan of the building structure, planning an initial box for a structural design, tuning a ground required for construction of the building structure, constructing the initial box as per the planning, constructing an upper floor on the initial box, constructing remaining parts of the building structure including foundation for the building structure, and assembling a plurality of temporary structures to the building structure.