INTEGRITY MONITORED CONCRETE PILINGS

• US 20110115639A1
• Filed: 11/12/2010
• Published: 05/19/2011
• Est. Priority Date: 11/13/2009
• Status: Abandoned Application

• Current Assignee: Smart Structures, Inc.
• Original Assignee: Smart Structures, Inc.
• Inventors: Hecht, Kurt
• Application Number:
  US12/945,233
• Publication Number:
  US 20110115639A1
• Time in Patent Office: Days
• US Class Current: 340/815.4
• CPC Class Codes: E02D 33/00 Testing foundations or foundation structures testing methods and apparatus, see the relevant subclasses of class G01; testing structures or apparatus as regards function, in general, G01M; testing or determining chemical or physical properties, in general G01N
• CPC Class Codes: E02D 5/34 Concrete or concrete-like piles cast in position ; Apparatus for making same E02D5/50 takes precedence; moulds E02D5/665; placing, removing moulds E02D7/00 - E02D11/00; placing the concrete E02D15/04
• CPC Class Codes: G01M 5/0041 by determining deflection or stress
• CPC Class Codes: G01M 5/0066 by exciting or detecting vibration or acceleration vibration testing of structures G01M7/00
• CPC Class Codes: G01M 5/0083 by measuring variation of impedance, e.g. resistance, capacitance, induction

Abstract

A pile having first and second strain gauges installed in the piling core near and at the piling tip is provided. The second strain gauge is placed co-linear and at a known and controlled distance up the pile from the first strain gauge. Independent strain gauge measurements are made and transmitted to a controller, which receives signals from the strain gauges and compares them to static pre-stress levels that are initially established after casting and prior to pile installation. The dynamic force measurements are checked against expected ranges to assess pile tip integrity as well as other parameters.

Claims

1. A pile comprising:

pile strands;

concrete located around the strands which forms a concrete piling core;

first and second strain gauges cast into the piling core near and at a piling tip, the first strain gauge located a distance d from the tip, the second strain gauge is placed co-linear and at a known and controlled distance X up from the piling tip;

a transmitter connected to the pile adapted to transmit independent strain gauge measurements from the strain gauges; and

a controller, which is adapted to receive signals from the first and second strain gauges and compares them to static pre-load stress levels in the piling established prior to and/or during driving, and compares dynamic force measurements against expected ranges to assess pile tip integrity.

2. The pile of claim 1, wherein the controlled distance X is less than 50% of the piling length.

3. The pile of claim 1, further comprising a self powered data collector/signal conditioner connected with the strain gauges and the transmitter, the self powered data collector/signal conditioner and the transmitter being removably located in a receptacle box at a top of the piling.

4. The pile of claim 1, wherein the controller is adapted to determine a time or phase delay of a wave speed through the pile using signals from the first and second strain gauges and the controlled distance X and the distance d relative to an overall piling length or using an accelerometer connected to the pile at a known distance from the pile top.

5. The pile of claim 1, wherein the controller is adapted to compare a dynamic tip stress from the first strain gauge to an initial Pre-Load Static Stress and to a dynamic stress from the second strain gauge for a pile driving blow to determine a differential tip static stress and a differential dynamic reference stress.

6. The pile of claim 5, wherein the controller is adapted to check the differential tip static stress and the differential reference stress against known limits.

7. The pile of claim 5, wherein the controller is adapted to calculate an overall pile stress for a pile driving blow.

8. The pile of claim 1, wherein the controller is adapted to compare a dynamic tip stress from the first strain gauge to a dynamic stress from the second strain gauge for a pile driving blow to determine a differential dynamic stress.

9. The pile of claim 1, further comprising a memory located in the pile that is adapted to store at least one of a measured pre-stress in the piling, piling dimensions, gauge calibration data and a unique piling identification.

10. The pile of claim 1, further comprising an accelerometer connected to the piling.

11. A method of monitoring a piling during driving, comprising:

providing a pile including pile strands, concrete located around the strands which forms a concrete piling core, first and second strain gauges cast into the piling core near and at a piling tip, the first strain gauge located a distance d from the tip, the second strain gauge is placed co-linear and at a known and controlled distance X up from the piling tip that is less than 50% of a piling length, a transmitter connected to the pile adapted to transmit independent strain gauge measurements from the strain gauges, and a controller, which is adapted to receive signals from the first and second strain gauges;

providing data to the controller for X, d, the piling length, and at least one of gauge calibration data and a unique piling identification;

measuring a pre-load static stress at the first and second strain gauges;

transmitting stress data from the first and second strain gauges to the controller for a pile driving blow;

using the controller to compare a dynamic tip stress from the first strain gauge to the pre-load static stress and to a dynamic stress from the second strain gauge for determining a differential tip static stress and a differential dynamic stress, and checking the differential tip static stress and the differential dynamic stress against known limits to assess pile tip integrity; and

providing a signal if the limits are exceeded.

12. The method of claim 11, further comprising:

using the controller to calculate overall pile stresses and checking if the overall pile stresses are within the acceptable stress ranges.

13. The method of claim 11, further comprising:

using the controller to calculate a shock wave propogation speed using the signals for at least one of the first and second strain gauges or an accelerometer connected to the piling, and the data for X, d and the pile length and a distance of the accelerometer from the piling top, and comparing the shock wave propogation speed against the wave speed delta limits.

14. The method of claim 11, further comprising:

using the controller to calculate, record and display stroke data for each pile driving blow.

15. The method of claim 11, further comprising:

using the controller to signal operator status using a visual indicator.

16. The method of claim 15, wherein the visual indicator includes lighting a red indicator light if the differential tip static stress or the differential dynamic stress exceed the known limits.

17. The method of claim 11, further comprising:

using the controller to track pile tip elevation using user input displacements and reference elevation data.

18. The method of claim 11, further comprising:

using the controller to calculate peak force transfer versus stroke to assess pile cushion transfer efficiency and derive stroke compensated values.

19. The method of claim 11, further comprising:

using the signal from the second strain gauge as a reference for a non-superimposed peak portion of a downward and upward reflected impact wave.

20. The method of claim 11, further comprising:

measuring wave speed from a top reflection surface of the piling using one of the strain gauges.