Other

Engius, LLC

Nomadics, Inc.

Strategic Solutions International, LLC

Steven Michael Trost

Michael J Fox

Matthew Dock

Craig Allen Aker

Joseph W Pruitt

Matthew Richard Andrews

The current invention relates to an insulating container comprising a vessel and a wrap, wherein the vessel comprises one or more protrusions matched to corresponding recesses, wherein the protrusions have a substantially consistent wall thickness, wherein the wrap and the protrusions cooperate to form one or more void spaces between the wall and the wrap, thereby providing insulating properties to the container.

Insulating container

The current invention relates to a thermal-insulating container () comprising a vessel () and a wrap () wherein the vessel comprises one or more protrusions () extending from a sidewall () wherein the wrap and the protrusions cooperate to form one or more void spaces () between the wrap and the sidewall.

A method and system for controlling and monitoring the quality of concrete based on the concrete's maturity (which is a function of its time-temperature profile, or temperature history). Five different applications or embodiments of the present invention are discussed, namely, Enhanced Maturity, Moisture-Loss Maturity, Improved Maturity, SPC Maturity, Loggers, Readers, and Software. Enhanced Maturity involves a maturity calibration method to account for the water-to-cementitious-materials ratio, air content, and gross unit weight of the concrete. Moisture-Loss Maturity is a method for determining the appropriate time to terminate moisture-loss protection of concrete and concrete structures. Improved Maturity is a method and system for determining the strength of curing concrete using improved maturity calculations. SPC Maturity is a method that beneficially couples maturity measurements and calculations with Statistical Process Control (SPC) methods to enable rapid recognition of changes to the concrete mix and/or incompatibilities between the various components of the concrete mix. Loggers, Readers, and Software represent the preferred embodiment for automating and simplifying the implementations of Enhanced Maturity, Moisture-Loss Maturity, Improved Maturity, and SPC Maturity.

Method and system for concrete quality control based on the concrete's maturity

A system for providing secure access to mechanical data associated with the mechanical properties of a concrete mass. The system includes a logger associated with the concrete mass and having at least one sensor adapted to measure physical properties of the concrete mass and generate sensor data indicative of the physical properties of the concrete mass. The logger also has a microprocessor adapted to receive the sensor data and calculate mechanical data associated with the concrete mass and an outbound data transfer device. The system includes a reader adapted to receive the mechanical data associated with the concrete mass from the outbound data transfer device of the logger. Lastly, the system includes a computer receiving the mechanical data from the reader and distributing the mechanical data to one or more users via the Internet, a world-wide network of information sharing computers, or using the world-wide web.

Method and device for securely storing data

A method for transmitting data generated by a logger within a concrete mass and for displaying mechanical data to a device for outside the concrete mass. The method includes the step of sensing, processing, and recording the mechanical data generated by the logger within the concrete mass. The mechanical data is protected from alteration while the mechanical data is within the concrete mass. The mechanical data is transferred to an external device with a first protected transference protocol. The mechanical data is transferred to a computer with a second protected transference protocol. The mechanical data is decoded in the computer and displayed on a user interface.

The present invention relates to a method for identifying an entity comprising placing an internal tag within the entity and placing an external tag proximate the entity wherein the internal tag and external tag are coupled.

Method and device for identification

Method and system for controlling and monitoring the quality of concrete based on the concrete's maturity. Various embodiments of the present invention are discussed. First, Enhanced Maturity involves a maturity calibration method to account for the water-to-cementitious-materials ratio, air content, and gross unit weight of the concrete. Second, Moisture-Loss Maturity is a method for determining the appropriate time to terminate moisture-loss protection of concrete and concrete structures. Third, Improved Maturity is a method and system for determining the strength of curing concrete using improved maturity calculations. Fourth, SPC Maturity is a method that beneficially couples maturity measurements and calculations with Statistical Process Control (SPC) methods to enable rapid recognition of changes to the concrete mix and/or incompatibilities between the various components of the concrete mix. Fifth, Loggers, Readers, and Software represent the preferred embodiment for automating and simplifying the implementations of the aforementioned methods.

A system for providing reliable, unalterable mechanical data associated with the mechanical properties of a concrete mass. The system includes a logger, a second memory device and an outbound data transfer device. The logger is provided with one or more sensors, a microprocessor and a first memory device. The one or more sensors measure physical properties of the concrete mass and generate data associated with the physical properties. The microprocessor receives the data from the sensor and calculates maturity data and mechanical strength data. The first memory device stores the mechanical strength data within the concrete mass in an unalterable form. The second memory device is located outside the concrete mass. The outbound data transfer device transfers the mechanical strength data from the first memory device to the second memory device.

The present invention relates to a method for verifying concrete flexural strength by establishing a predictive correlation between concrete flexural strength and a second strength parameter, such as direct tension or indirect tension, measuring the value of that second strength parameter for a batch of concrete, and estimating the flexural strength of the batch by way of the second strength value and the correlation.

Method for verifying concrete flexural strength

A system that includes a logger to record mechanical data for a concrete mass and to transmit the mechanical data to a reader. The system includes sensors, a microprocessor and a first memory device embedded in the concrete mass for generating mechanical strength data for the concrete mass and storing that information in the first memory device. In one embodiment the mechanical data is encrypted to prevent third parties from downloading and reading the data. In another embodiment, the logger communicates with the reader through communication wires. In yet another embodiment, the logger transfers data files to the reader by radio frequency signals.

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Stillwater, OK, United States of America

Steven Michael Trost