George R. Piscsalko - Rock Creek OH, US Frank Rausche - Chagrin Falls OH, US Dean A. Cotton - Fairview Park OH, US Michael Ference - Solon OH, US
Assignee:
Pile Dynamics, Inc. - Solon OH
International Classification:
G01K 13/00
US Classification:
374152, 374141, 374137, 73803
Abstract:
A system for monitoring the forming of a solid object having a sensor string positionable in a forming structure before the curing process and a communication line extending along a string axis between a first and second end. The string further including a plurality of sensors joined to the communication line between the ends and each sensor being mounted at a set position on the line. Each sensor having a sensor body and a sensor housing and the sensor body including an electrical connecter to electrically join an electrical structure to the communication line at the set position. The electrical structure including a temperature sensor configured to monitor temperature near the set position and further including an electronic identification code corresponding to the set position of the sensor along the axis. The system further including a transmitting device for selectively communicating the temperature and identification code.
PILE DYNAMICS, INC. - Solon OH, US Frank Rausche - Chagrin Falls OH, US
Assignee:
PILE DYNAMICS, INC. - Solon OH
International Classification:
G01N 3/30
US Classification:
73 1201
Abstract:
A pile testing system for determining the load capacity of an in place pile and the system including a transducer assembly having a top extent and a bottom extent, the transducer assembly being generally fixed relative the pile top when in use and having a side wall transverse to the pile top and extending about a transducer axis, the transducer assembly further including at least one strain transducer joined to the wall of the transducer assembly, the at least one strain transducer configured to measure the applied load, the system further including at least one accelerometer fixed relative to the associated pile, the at least one accelerometer configured to calculate the movement of the associated pile when subjected to the applied load wherein the load capacity of the associated in place pile can be calculated based on the comparison between the applied load and the movement of the pile.
Pile Dynamics, Inc. - Solon OH, US Frank Rausche - Chagrin Falls OH, US Dean A. Cotton - Fairview Park OH, US Michael Ference - Solon OH, US
Assignee:
PILE DYNAMICS, INC. - Solon OH
International Classification:
G01K 13/00
US Classification:
374137
Abstract:
A system for monitoring the forming of a solid object having a sensor string positionable in a forming structure before the curing process and a communication line extending along a string axis between a first and second end. The string further including a plurality of sensors joined to the communication line between the ends and each sensor being mounted at a set position on the line. Each sensor having a sensor body and a sensor housing and the sensor body including an electrical connecter to electrically join an electrical structure to the communication line at the set position. The electrical structure including a temperature sensor configured to monitor temperature near the set position and further including an electronic identification code corresponding to the set position of the sensor along the axis. The system further including a transmitting device for selectively communicating the temperature and identification code.
George G. Goble - Shaker Heights OH Frank Rausche - Willoughby OH
International Classification:
G01N 334
US Classification:
73 84
Abstract:
A method of constructing cast-in-place concrete piles by which the static load bearing capacity of a pile is dynamically determined during its formation. In the disclosed method, successive charges of concrete are placed into a removable casing and subsequently driven into the soil by a drop hammer. The pile may be of the pedestal type having an enlarged base for increased load capacity. The pile shaft is formed by incrementally elevating the casing and driving concrete into a vertical series of annular enlargements corresponding to the points at which the lower end of the casing is stopped. The load capacity of the pile base and the individual enlargements is determined by measuring the resistance of the soil against penetration of the several concrete portions when driven by the hammer. This resistance is calculated as a product of the total mass of the concrete in motion and the hammer multiplied by the deceleration of the hammer and an adjustment factor to account for the effects of nonaxial concrete motion, energy losses, etc. , at or about the time of zero velocity as determined by a decelerometer or any other suitable device mounted on the hammer.
Frank Rausche - Chagrin Falls OH Dean A. Cotton - Brunswick Hills Township, Medina County OH Paul T. Kicher - Euclid OH
Assignee:
Pile Dynamics, Inc. - Cleveland OH
International Classification:
G01L 122
US Classification:
73 1B
Abstract:
A device for calibrating strain gages and strain transducers. The device includes an assembly with a first section and a second section positioned in relation to each other such that a gap is defined between the two sections. A strain transducer is attached to the assembly across the defined gap. The assembly includes an adjustment device which alters the position of the sections in relation to each other, thereby redefining the gap. A displacement sensor detects a displacement signal occurring due to the redefining of the gap caused by operation of the adjustment device. A strain transducer output detector detects a strain output signal occurring also due to the redefining of the gap by the adjustment device. A calibrating device inputs the signals from the displacement sensor and the strain transducer output detector and provides a calibration for the strain transducer attached to the assembly.
Frank Rausche - Aurora OH Garland E. Likins - Newbury OH
Assignee:
Pile Dynamics, Inc. - Cleveland Heights OH
International Classification:
G01P 1509
US Classification:
73654
Abstract:
An accelerometer assembly is disclosed which includes an accelerometer mounting block formed of a rigid material having a proportion of the modulus of elasticity to the density of less than 15,000,000 psi/lb/in. sup. 3. The natural frequency of the mounting block is safely below the accelerometer's response frequency but higher than the frequency to be recorded so that the mounting block does not resonate with high frequency vibrations and cause quick saturation of the accelerometer amplifier or erratic signals. The preferred mounting block is formed of polycarbonate, which is non-metallic, rigid, and lightweight, and has a natural frequency sufficiently below that of the accelerometer.
George Piscalko - Rock Creek OH Carl-John Gravare - Vallda, SE Frank Rausche - Chagrin Falls OH
Assignee:
Pile Dynamics, Inc. - Cleveland OH
International Classification:
E02D 1300
US Classification:
702188
Abstract:
A pile driving analyzer (PDA) which obtains, processes and stores pile driving data. The PDA is operable as an independent self-contained unit, or may be used in conjunction with a remote computer system. Position data indicative of the position of a pile, and pile data indicative of characteristics of a pile may be automatically input to the PDA. When used in conjunction with the remote computer system, the PDA may be controlled remotely by the remote computer system. Alternatively, the PDA may be controlled locally by an operator, and data acquired by the PDA provided to the remote computer system for monitoring and/or storage.
Garland E. Likins - Newbury OH Frank Rausche - Chagrin Falls OH George Goble - Boulder CO Ned Shafer - Boulder CO
Assignee:
Pile Dynamics, Inc. - Cleveland OH
International Classification:
E02D 1300
US Classification:
702158
Abstract:
A pile installation recording system for driven piles and auger cast piles. The recording system records a variety of parameter data received from sensing devices. The parameter data is stored, analyzed, and displayed to provide the operator with accurate and timely information regarding the pile installation. In addition, the parameter data may be stored on removable media, and further manipulated to generate a variety of reports regarding the pile installation.
Name / Title
Company / Classification
Phones & Addresses
Frank Rausche
RAUSCHE & LIKINS, LLC
Frank Rausche Administrative Secretary, President, Secretary
Pile Dynamics Inc. Civil Engineering · Heavy Construction Residential Construction · Mfg Electrical Measuring Instruments