Foundation integral construction components and support systems where multiple pile foundation components are incorporated into a structure system that is connected to, or otherwise part of the foundation, can further reduce the need for excavation and thus preserve existing contours and drainage properties of the land. These multiple pile foundation systems, are applicable to a wide variety of site and soil conditions and a wide variety of surface structures or buildings. The multiple pile foundation system can reduce the need for site excavation, drainage control, and soil backfill by transferring load from a portion of a structure to the ground.

Foundation integral construction components and support systems where multiple pile foundation components are incorporated into a structure system that is connected to, or otherwise part of the foundation, can further reduce the need for excavation and thus preserve existing contours and drainage properties of the land. These multiple pile foundation systems, are applicable to a wide variety of site and soil conditions and a wide variety of surface structures or buildings. The multiple pile foundation system can reduce the need for site excavation, drainage control, and soil backfill by transferring load from a portion of a structure to the ground.

A method, system and support element for supporting a pole, mast or similar elongated element to a foundation. The pole, mast or similar elongated element comprises a wall which is substantially continuous. A plurality of discontinuities, such as eg. channels or recesses, are provided about the periphery of the pole. A plurality of the support members are positioned on the pole and adapted to extend between the pole and the foundation thereby transmitting force from the pole to the foundation. Each support member is adapted to extend between at least two of the discontinuities and engage the discontinuities over a predetermined axial length of the pole.

The present invention relates to a device for pushing four piles into the ground or into a seabed in a square configuration or in a diamond configuration, the device comprising: —a bridge assembly which defines a first, second, third and fourth connecting location arranged in a square or diamond configuration, —four connection assemblies via which in use each of the four piles is connected to the bridge assembly, wherein each pile connection assembly comprises: —an actuator comprising an upper actuator part and a lower actuator part, wherein the actuator is configured to extend, —a pile connector connected to the lower actuator part, —a control device configured for alternately letting each of the actuators extend, and configured for letting the pile which is pushed into the ground or seabed receive a greater force than the opposite pile of the square or diamond configuration, wherein the exerted push force is transferred into the bridge assembly and transferred at least partially from the bridge assembly as a tension force and a bending moment into the two adjoining piles via the two adjoining pile connection assemblies.

Embodiments of the present disclosure may include a solar panel foundation system and method of installation. The foundation system including a bracket configured to be coupled to and support the solar panel, and a cross-brace. The cross-brace configured to be slidably adjustable between a first end and a second end. There may be a first member and a second member each configured to be coupled at one end to the bracket and to the cross-brace at another end. There may be a third member and a fourth member configured to be coupled to the cross-brace at one end, and to be coupled to a first pile and a second pile at another end. After assembly of the foundation system, the first and second piles may be driven into the surface, and the solar panel to be installed onto the bracket of the foundation system.

Embodiments of the present disclosure may include a solar panel foundation system and method of installation. The foundation system including a bracket configured to be coupled to and support the solar panel, and a cross-brace. The cross-brace configured to be slidably adjustable between a first end and a second end. There may be a first member and a second member each configured to be coupled at one end to the bracket and to the cross-brace at another end. There may be a third member and a fourth member configured to be coupled to the cross-brace at one end, and to be coupled to a first pile and a second pile at another end. After assembly of the foundation system, the first and second piles may be driven into the surface, and the solar panel to be installed onto the bracket of the foundation system.

A pier bracket comprises a seat including a base plate and an upper plate extending orthogonally from the base plate wherein, when the base plate is positioned for supporting a structure, the upper plate is adjacent to the structure for securing the upper plate to the structure. A tubular member is mounted to the seat and adapted to slidably receive structural piers. A planar support plate is distally spaced from and parallel to the base plate. Each of a pair of side plates extend between an opposite side edge of the base plate and the support plate.

A pier bracket comprises a seat including a base plate and an upper plate extending orthogonally from the base plate wherein, when the base plate is positioned for supporting a structure, the upper plate is adjacent to the structure for securing the upper plate to the structure. A tubular member is mounted to the seat and adapted to slidably receive structural piers. A planar support plate is distally spaced from and parallel to the base plate. Each of a pair of side plates extend between an opposite side edge of the base plate and the support plate.

Foundation integral construction components and support systems where multiple pile foundation components are incorporated into a structure system that is connected to, or otherwise part of the foundation, can further reduce the need for excavation and thus preserve existing contours and drainage properties of the land. These multiple pile foundation systems, are applicable to a wide variety of site and soil conditions and a wide variety of surface structures or buildings. The multiple pile foundation system can reduce the need for site excavation, drainage control, and soil backfill by transferring load from a portion of a structure to the ground.

Foundation integral construction components and support systems where multiple pile foundation components are incorporated into a structure system that is connected to, or otherwise part of the foundation, can further reduce the need for excavation and thus preserve existing contours and drainage properties of the land. These multiple pile foundation systems, are applicable to a wide variety of site and soil conditions and a wide variety of surface structures or buildings. The multiple pile foundation system can reduce the need for site excavation, drainage control, and soil backfill by transferring load from a portion of a structure to the ground.