Ojjo, Inc.

Solarcity Corporation

Sunpower Corporation

Tesla, Inc.

Powerlight Corporation

Ojo, LLC

Charles Bernardo Almy

Jack Raymond West

Tyrus Hawkes Hudson

Johann Fritz Karkheck

Brian S Wares

Greg McPheeters

Kathryn Austin Pesce

David Molina

Martin Seery

Daniel Flanigan

Brian Edward Atchley

Reuben Sandler

Jason Jones

David Mar

Ryan J Linderman

Zachary Steele Judkins

Soren Jensen

Garret Anthony Bautista

Steven M Kraft

Katie Pesce

Kathryn Pesce

Stephan Karl Barsun

Daniel S Shugar

Brian D West

Remy D Labesque

Ryan Lemon Devine

Nicholas Barton

Matt Campbell

River Broussard

David Warner

John Peurach

Jason Ray Maxey

Tim Woodward

Nathaniel Schiesher

Elizabeth Wayman

Ryan Woodward

Spencer Shupe

Bobby Yang

Peter P Nguyen

Alex Christopher Mayer

Piotr Zajac

William Paul Buchanan

Kaleb A Klauber

Cormac McHugh

Steven Kraft

Nathaniel T Coleman

Seth M Winger

Andreas Meisel

Ethan Ely

Scott Tripp

Daniel G Shugar

Trevor Guthrie

Ian Capsuto

Jesse Pavlick

Theodore Gittings

An assembly for a truss foundation embedment and installation machine. The machine mast has a rotary driver, target assembly, and a truss component holder. After a pair of foundation components are embedded, the truss component holder is moved to an orientation location that aligns the rotational axis of a specific tracker bearing with respect to a work point of the truss foundation. A truss cap is placed on the truss component holder and held in place while upper leg sections are sleeved over the truss cap and down onto the embedded foundation components. A hydraulic crimper is used to crimp the portions of each upper leg section that overlap with the truss cap and the embedded foundation components to unify the truss foundation.

Machines, systems, and methods for truss installation and assembly

In a machine for driving screw anchors and other foundation components, a desired embedment depth is calculated based on a minimum required embedment depth, work point height and length of available upper leg sections. Once calculated, the machine automatically drives the screw anchor to the depth so that one of the available upper leg lengths will fit between the driven screw anchor and apex truss hardware. If a secondary condition is satisfied that guarantees sufficient pull-out strength, a new upper leg length may be selected and the driving operation terminated prior to reaching the desired embedment depth, reducing the amount of material necessary to construct the truss foundation.

Systems, methods, and machines for automated screw anchor driving

Building integrated photovoltaic (BIPV) systems provide for solar panel arrays that can be aesthetically pleasing to an observer. BIPV systems can be incorporated as part of roof surfaces as built into the structure of the roof, particularly as photovoltaic modules having the appearance of a plurality of roofing tiles that each have photovoltaic cells. Each photovoltaic module may include a metal backer, photovoltaic cells, and light transmissive top sheets adhered to both the metal backer and the photovoltaic cells. BIPV systems can also include non-photovoltaic modules that appear similar to photovoltaic modules, but do not collect solar energy.

Interlocking BIPV roof tile with backer

A tool for adjusting driven truss components and assembled truss foundations. A bridge separates a pair of collars, each having a pair of offset bearing surfaces that fit around the truss legs. A lever arm terminating in a handle extends away from the bridge to give leverage to the tool operator. The bridge width is adjustable to enable positioning of the tool at different heights along the driven truss components. An additional receiver proximate to one of the collars may enable single leg operation. Lateral and angular adjustment of the lever arm with respect to the bridge may enable greater force to be applied to one leg relative to the other.

Truss foundation adjustment tool

Truss cap with standard interface

A crimper for joining truss leg components to form a unitary truss foundation with the ground without needing mechanical fasteners. A crimping tool has upper and lower crimp guides that register the position of jaws on the crimping tool with respect to grooves formed in a connecting portion of a truss cap and in a driving coupler of a driven screw anchor. Registering the position of the jaws ensures that blind crimps between the upper leg and screw anchor and upper leg and truss cap are performed consistently each time.

Systems, methods, and machines for joining truss foundation components without mechanical fasteners

A shared frame photovoltaic module and related mounting system for single-axis trackers. Each module has no frame, or a partial frame on two of four sides. A shared frame rail captures adjacent modules edges, providing frame support and attaching them to the tracker torque tube eliminating structural redundancy in conventional module frames. In some embodiments, each module is unframed with mounting pucks attached to the underside of the photovoltaic laminate. Torque tube mounting brackets have connecting portions for attaching respective pairs of mounting pucks on opposing sides of the torque tube.

Frameless and shared frame PV modules and torque tube mounting systems for same

A machine for driving a pair of screw anchors at substantially the same time. An attachment supports a pair of independent drive assemblies. Each assembly consists of a rotary driver and tool driver that moves along respective driving arms to independently drive a pair of screw anchors into supporting ground at different angles. Each assembly may move with respect to the machine independently to drive anchors into the ground in overlapping time, or both may rotate at once to drive anchors into the ground sequentially.

Systems, methods, and machines for driving multiple foundation components at once

A one-piece truss adapter for supporting single-axis trackers with truss foundations. A upside-down Y-shaped structure has bearing support portion and an opposing pair of legs with an angularly adjustable connector for securely joining the one-piece adapter to a pair of driven screw anchors at different angular orientations. Each leg terminates in a connector that is received in a socket integral to a driving coupler at the head of each screw anchor. A retaining nut may hold the connector in place to complete the angularly adjustable assembly.

Truss foundation adapters for single-axis trackers

Adjustable bearing supports for single-axis trackers supported by truss foundations. A two-piece assembly joins a pair of adjacent truss legs to form a rigid foundation while providing a movable support for a tracker bearing housing assembly or other structure. The movable support may slide in-plane, or alternatively, enable the bearing housing assembly to slide and rotate with respect to the truss cap structure joining the adjacent truss legs.

Adjustable bearing supports for single-axis trackers

A two-piece truss leg system for an A-frame-shaped truss foundation system for single-axis trackers. A driving coupler at the head of each screw anchor used to drive the component into the ground as well as to join the upper leg component to the screw anchor. A connecting portion of the coupler extending above a main body of the coupler is received within an open end of an upper leg component. A curved outer surface of the connecting portion enables the upper leg component to be angularly adjusted relative to the screw anchor. A channel in the connecting portions enables the upper leg component to be deformed into the channel with a crimp connecting.

Multi-piece truss legs and related couplers

A truss foundation for single-axis trackers that are installed in climates that experience significant frost heave. Truss legs are oriented to be substantially plumb, to eliminate adfreeze moment on below-ground components in the frost zone. Different truss caps may be used depending on the type of single-axis tracker and/or tracker component is supported. In some cases, truss legs may curve just before entering the ground. In others, below-ground and above-ground components may extend along the same axis and remain plump with the truss cap providing additional elevation to for the tracker to clear the wider truss legs.

Truss foundations for frost-heave environments

A universal adapter for enabling truss foundations to support conventional single-axis trackers. In some cases, the adapter has a main body with an upper portion that presents a standard I-beam interface with pre-drilled holes to interface to a specific single-axis tracker. A pair of connecting portions point down and away from the main body and enable upper leg sections to connect the adapter to a pair of driven screw anchors located below it. The connecting portions may orient the truss so that the rotational axis of the single-axis tracker is aligned with the work point of the truss foundation made from the adapter, upper legs, and driven screw anchors. This will enable to the truss to interface with many different trackers much like conventional plumb-driven H-pile foundations.

Optimized truss foundations, adapters for optimized truss foundations, and related systems and methods

A machine for rotary driving screw anchors into underlying ground and related. The machine has a mast with a rotary driver and a mandrel driver oriented on a common axis. The mandrel driver passes a mandrel through the rotary driver and the screw anchor to allow the mandrel to be actuated ahead of the screw anchor while the rotary driver drives the screw anchor into the ground. Alternatively, the mandrel driver may also drive a hammering drill through the screw anchor to clear a path ahead of it through subsurface rocks.

Threaded truss foundations and related systems, methods, and machines

An alignment and installation jig for a screw anchor driving machine. The alignment and installation jig includes a laser target that can be moved from an alignment position to a driving position. The jig may also include one or more automated crimping assemblies to form permanent connections between overlapping foundation components while the machine is correctly oriented to assembly a truss foundation. One crimping assembly device may effect crimp joints between a foundation component held by the jig and overlapping upper ends of a pair of adjacent foundation legs. Second crimping assemblies may telescope down each leg to effect respective crimp joints between the lower end of the leg and the upper end of a driven foundation component.

Machines, systems, and methods for automated truss assembly and crimping

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Berkeley, CA, United States of America

Charles Bernardo Almy