Novariant, Inc.

Other

Trimble Inc.

Integrinautics Corporation

Hilti Aktiengesellschaft

Paul Y Montgomery

David G Lawrence

Kurt R Zimmerman

Michael Lee O'Connor

H Stewart Cobb

Clark Emerson Cohen

Henry Stewart Cobb

Gregory M Gutt

Kent W Kahle

Andreas Winter

Glen Alan Sapilewski

Masayoshi Matsuoka

Walter C Melton

Walter Melton

Miro Samek

Stewart Cobb

Dave Lawrence

Kurtis L Maynard

Till Cramer

Young Jin Lee

Lars G Leckie

Masao Yokota

Malte Seidler

Avi Gross

Robin R Kellen

Peter J Spaletta

Douglas A McFarlin

Alan R Joughin

Kent Wayne Kahle

A Position and Orientation Measurement Engine (POME) is a mobile camera system that can be used for accurate indoor measurement (e.g., at a construction site). The POME uses a plurality of cameras to acquire images of a plurality of targets. If locations of the plurality of targets are precisely known, images of the targets can be used to determine a position of the POME in relation to the plurality of targets. However, to precisely determine locations of the plurality of targets can be time consuming and/or use expensive equipment. This disclosure discusses how to use a camera system with an electronic distance measuring unit to determine locations of the plurality of targets.

Target positioning with electronic distance measuring and bundle adjustment

A system and a method for determining a position and an orientation of an object relative to a defined reference frame is disclosed. A plurality of targets are disposed at known locations relative to the defined reference frame. A head assembly is disposed on the object, where the head assembly includes a plurality of cameras. The head assembly determines the position and the orientation of the object from location data associated with the plurality of targets and image data from the plurality of cameras.

System and method for camera based position and orientation measurement

Systems and methods for determining orientation and three-dimensional position of construction equipment are presented. An orientation device is mounted to a machine. The orientation device has an image sensor. The orientation device measures an offset between a direction of the orientation device and a reference at a known location. The heading of the machine is calculated based on the offset and the known location of the reference.

Three-dimension position and heading solution

A satellite navigation system using multiple antennas for providing the position of multiple fiduciary points on an object even when fewer than four satellites are visible to some or all the antennas. Satellite signals from the multiple antennas are fed into at least one receiver. The receiver or receivers utilize constraint information, which is independent of the satellite signals. These external constraints are used to augment the signals received from the satellites, to obtain the position solution for each antenna. In a preferred embodiment, a common reference clock is used to provide an external constraint. Examples of other external constraints that can be used in the current invention are distance between the antennas, inertial measurement of attitude, rotational or linear position sensors, etc.

Satellite navigation system using multiple antennas

A set of receiver antennas, of which at least one of the receiver antennas has the capability of receiving frequencies that another receiver antenna from the set is incapable of receiving, is used for determining position and orientation in a navigation system.

Antenna combination technique for multi-frequency reception

A precise positioning method and system is disclosed wherein at least one ground transmitter is used for transmitting a ranging signal with code modulation. The at least one ground transmitter is configured to receive a signal from at least one satellite and a second ground transmitter. The at least one ground transmitter measures a code phase of the received signals. The measured code phase information is communicated to a rover that is associated with a user. The rover can determine the user's precise position based on the measured code and/or carrier phase information and a clock correction model.

Precise local positioning systems using ground-based transmitters

A number of solutions for deriving the line bias are disclosed. Some of these solutions utilize signal processing and judicious selection of the frequency plan used in the position detection systems to either enable the derivation of the line bias, or make the measurements insensitive to line bias. In other examples, the present invention utilizes measurement schemes for deriving the line bias and enabling a position detection system to process line bias information in order to find a position solution.

GNSS line bias measurement system and method

A precise positioning method and system is disclosed for allowing an array of ground transmitters to self-survey their relative location at centimeter-level accuracy by transmitting, amongst the ground transmitters in the array, bi-directional ranging signals associated with a wideband code modulation with a chipping rate faster than 30 MHz.

Self-surveying wideband ground transmitters

In a local positioning system, augmentation of the land-based system is provided by receiving signals from a GNSS. The signals from the land-based positioning system have a code phase accuracy better than one wavelength of a carrier of the signals from the GNSS. Different decorrelation may be used for signals from a satellite than from a land-based transmitter, such as using a digital decorrelator for signals from the satellite and an analog decorrelator for signals from a land-based transmitter. The receivers may include both a GNSS antenna and a local antenna. The phase centers of the two antennas are within one wavelength of the GNSS signals from each other. The local antenna is sized for operation in the X or ISM-bands of frequencies. The GNSS antenna is a patch antenna where the microwave antenna extends away from the patch antenna in at least one dimension.

Satellite and local system position determination

Roof module

A global navigation satellite system (GNSS) receiver system includes a processing unit; and one or more antenna units for receiving GNSS signals, each of the antenna units having a phase center; one or more inertial sensor units each positioned substantially adjacent the phase centers; and at least one communication channel between each antenna unit and the processing unit.

Method and apparatus for improved position, velocity, orientation or angular rate sensor

Apparatus and methods for resolving integer ambiguities in position determination. An embodiment of the invention includes a reference system, augmented with multi-frequency pseudolites using a carrier phase differential GPS implementation, and a mobile system. In one embodiment, the components of the reference system includes one or more multi-frequency pseudolites, one or more multi-frequency reference receivers, a data link standing alone or built into the pseudolites, and the associated antennae for each of these elements. The components of the reference system may be stationary. The mobile system may include a multi-frequency receiver and its associated antennae. Because the mobile systems may passively receive information, an unlimited number of mobile systems may be included in any given embodiment of the invention. A multi-frequency pseudolite uses a single frequency source to synthesize all of the multiple carrier frequencies and all of the multiple base band signals modulated onto carrier frequencies for transmission.

Multi-frequency pseudolites for carrier-based differential-position determination

Carrier-based differential-position determination using multi-frequency pseudolites

Growing community of inventors

Menlo Park, CA, United States of America

Paul Y Montgomery