In an aspect, the present disclosure describes a method comprising using at least one robot to fully autonomously position and assemble at least one solar module and its supporting structure at a sensed geolocation without aid from a user.

Equipment for burying poles into the ground. The equipment includes a base frame associable with a machine for the movement of the equipment; a hammering assembly associated movable with the base frame and adapted to bury a pole to allow its at least partial penetration into the ground at a burying position; and a gripping and positioning assembly of the pole, associated with the base frame and adapted to grasp the pole and to position it under the hammering assembly at the burying position.

A device that includes pier caps. Each pier cap is configured to couple to a pole that is at least partially embedded below a surface of a ground. The device further includes threaded rods coupled with the pier caps. The device further includes an assembly frame that includes a base plate and coupling arms. The base plate includes a first plurality of openings that are configured to interface with a structure that is installed onto the base plate. The first plurality of openings are configured to allow a position of the structure to be adjusted radially about the base plate. Each coupling arm includes a second plurality of openings that are configured to allow a position of the assembly frame to be adjusted along a horizontal plane. Each coupling arm is coupled to a threaded rod and a position for each coupling arm is adjustable vertically along the threaded rod.

This invention uses a hybrid of latticed steel and tapered tubular steel technologies. Namely, latticed steel and tapered tubular steel pole technology, to provide a more economical structural support with the advantages of each. It utilizes latticed steel hot-rolled angles for bracing elements and cold formed steel plate for main leg elements. The tapered geometry of the leg elements provides a more optimum utilization of material by the use of a non-prismatic (tapered) element profile. This element consists of a bent plate shape profile that varies in structural section modulus vertically along the height of the structure which optimizes the use of steel material to resist the applied structural loads. The arms include an invention that allows for post-tensioning and thereby provides deflection control and/or the ability to modify the natural frequencies of vibration to mitigate vortex induced vibrations caused by wind. The main support elements in the arms are developed using plates formed into angle shapes that provide inherent gusset plate material to accommodate the bracing bolted connections without the need for separate gusset plates. The direct embedded portion of the structural design allows for transverse passive soil pressures to be collected by trapezoidal plates and resisted by the grillage superstructure. A transition section is subpart of the embedded structure portion and accommodates multiple structure heights as a standard foundation system.

A system for providing sturdiness to a support post, that includes a stake that is configured to be inserted into the ground such that it is positioned parallel to a support post that is perpendicular to the ground and an insertion-assistance member that is configured to be removably attached to the stake. The insertion-assistance member includes a body, and a lip that extends in a direction that is perpendicular to the body such that a portion of the lip extends beyond the body in the direction that is perpendicular to the body. The lip is configured to receive force and then transmit the force to the stake to drive the stake into the ground. After driving the stake into the ground, the insertion-assistance member is configured to be removed from the stake and the stake is then secured to the support post to provide sturdiness to the support post.

A pole cradle is disclosed. The pole cradle including a first leg; a second leg; a third leg positioned between and pivotally connected to the first and second legs by a pivot connector extending through the first, second, and third legs; and wherein the third leg pivots relative to the first and second legs between a first position where the first, second, and third legs lie in plane to form a flat surface and a second position where the first, second, and third legs form a V-shaped receiving section.

A lifting device for poles, such as a mast for a sailing ship, a Christmas tree, a pole for supporting wires or the like, are either raised to a vertical position or laid down to a horizontal position, i.e. the lifting device may be used both when a pole is brought from a horizontal to a vertical position and when a pole is brought from a vertical to a horizontal position.

A tool for use with a hammer driver having a pin-accepting socket for driving a ground rod into the ground includes a body having two opposite side faces and at least one ground rod-accepting passageway extending between the two side faces. The tool also includes a guide pin which is joined to so as to extend from one of the side faces of the body and an elongated socket portion having first and second opposite ends and having a hollow interior which opens out of a first end of the socket portion. In addition, the socket portion is secured to the other side face of the body by way of the second end so that the first end extends away from the other side face of the body, and the guide pin and the elongated socket portion are axially-aligned with one another.

Construction equipment is provided that can include: a transport assembly operably supporting a platform, the platform having a leading edge opposing a rearward edge, the leading edge associated with a first direction of the transport assembly, and the rearward edge associated with a second direction of the transportation assembly; an operator cab above the platform and aligned closer to the leading edge than the rearward edge; an engine above the platform and aligned closer to the rearward edge than the leading edge; and a boom pivotably attached above the platform closer to the rearward edge than the leading edge, the boom being movable between a first position fully extended and a second position fully raised. Utility line pole placement and/or removal construction methods are provided that can include extending an extension assembly having a banana boom from a transport assembly to couple with a utility line pole.

A device that includes pier caps. Each pier cap is configured to couple to a pole that is at least partially embedded below a surface of a ground. The device further includes threaded rods coupled with the pier caps. The device further includes an assembly frame that includes a base plate and coupling arms. The base plate includes a first plurality of openings that are configured to interface with a structure that is installed onto the base plate. The first plurality of openings are configured to allow a position of the structure to be adjusted radially about the base plate. Each coupling arm includes a second plurality of openings that are configured to allow a position of the assembly frame to be adjusted along a horizontal plane. Each coupling arm is coupled to a threaded rod and a position for each coupling arm is adjustable vertically along the threaded rod.