Ojjo, Inc.

Solarcity Corporation

Sunpower Corporation

Tesla, Inc.

Powerlight Corporation

Ojo, LLC

Sunpower Corporation, Systems

Charles Bernardo Almy

Tyrus Hawkes Hudson

Jack Raymond West

Johann Fritz Karkheck

Brian S Wares

Greg McPheeters

Kathryn Austin Pesce

David Molina

Daniel Flanigan

Martin Seery

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

Spencer Shupe

Ryan Woodward

Stephan Karl Barsun

Daniel S Shugar

Remy D Labesque

Ryan Lemon Devine

Brian D West

Nicholas Barton

River Broussard

Matt Campbell

David Warner

John Peurach

Jason Ray Maxey

Steven Kraft

Elizabeth Wayman

Nathaniel Schiesher

Tim Woodward

Bobby Yang

Peter P Nguyen

Alex Christopher Mayer

Piotr Zajac

Kaleb A Klauber

William Paul Buchanan

Cormac McHugh

Nathaniel T Coleman

Andreas Meisel

Seth M Winger

Theodore Gittings

Daniel G Shugar

Trevor Guthrie

Ian Capsuto

Jesse Pavlick

Emma Tam

Greg Mcpheeters

Scott Tripp

Ethan Ely

Carl J S Lenox

A truss foundation for single-axis trackers that are installed in climates that experience frost heave or reactive soils. Truss legs are oriented to be substantially plumb, to eliminate adfreeze moment on below-ground components in the frost zone. Elbow couplers are attached to the upper end of each embedded component and used to change the leg angle from plumb to angled.

Truss foundations for frost-heave and other reactive soil environments

A truss foundation for single-axis trackers that are installed in climates that experience significant frost heave. In some cases, truss legs are oriented 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

An automated feedback-based system for driving foundation components to a desired embedment depth. A digital controller executing a stored control program controls driving components arranged on a mast of the driving machine including a drive chain motor, a rotary driver, a tool driver, and a source of compressed air. An array of sensors provides real-time feedback to a digital controller about the automated driving operation that enables the controller to adjust the operation of one or more of the driving components based on real-time driving conditions.

Systems, methods, and machines for autonomously driving foundation components

Truss cap with standard interface

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

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

Growing community of inventors

Berkeley, CA, United States of America

Charles Bernardo Almy