Method for planning and implementation of soil compacting processes, especially for asphalt compacting
US-2015167257-A1 · Jun 18, 2015 · US
US9423332B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9423332-B2 |
| Application number | US-201414513823-A |
| Country | US |
| Kind code | B2 |
| Filing date | Oct 14, 2014 |
| Priority date | Oct 14, 2014 |
| Publication date | Aug 23, 2016 |
| Grant date | Aug 23, 2016 |
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A system for validating compaction of work material at a work site including a compaction machine. A sensor and a location sensor are associated with the compaction machine. A controller is configured to receive compaction data from the sensor and position data from the location sensor and to determine a structural parameter of the work material based on the compaction data and physical properties of the compaction machine. The controller associates the structural parameter of the work material with the position data. The controller saves structural parameters and associated position data for different locations in the work site and for different layers of work material in the work site and compares the saved structural parameters and associated position data with predetermined structural design criteria for corresponding locations and layers in the work site.
Opening claim text (preview).
We claim: 1. A method for validating compaction of a plurality of layers of work material at a work site, the method comprising: (a) passing a compaction machine over a first layer of work material at the work site; (b) receiving compaction data from a sensor indicative of a state of compaction of the work material as the compaction machine passes over the work material; (c) receiving position data from a location sensor indicative of a height and a position of the compaction machine in the work site; (d) determining a structural parameter of the work material based on the compaction data and the physical properties of the compaction machine as the machine passes through the work site; (e) associating the structural parameter with the position data for the height and the position of the compaction machine in the work site where the compaction data was received; (f) collecting structural parameters and associated position data across the work site; (g) saving the structural parameters with the associated position data; (h) repeating steps (a)-(g) for a second layer of work material at the work site; and (i) generating a three-dimensional map of the work site showing the structural parameters and associated position data for different locations in the work site and for different layers of work material in the work site, including a thickness of each layer for different locations. 2. The method of claim 1 further including the step of comparing the saved structural parameters and associated position data with predetermined structural design criteria for corresponding positions and layers in the work site. 3. The method of claim 1 wherein the structural parameter and the predetermined structural design criteria are each expressed as a stiffness. 4. The method of claim 1 wherein the structural parameter and the predetermined structural design criteria are each expressed as a modulus of resilience. 5. The method of claim 1 wherein the at least one sensor is configured to sense at least one of a vertical acceleration, a vertical displacement and a force of a compactor component. 6. The method of claim 1 wherein the at least one sensor is an accelerometer that senses a vertical acceleration of a roller drum. 7. The method of claim 1 wherein the at least one sensor generates signals indicative of a rolling resistance of the compaction machine as it travels across the work site. 8. A system for validating compaction of work material at a work site, the system comprising: a compaction machine; a sensor carried by the compaction machine for generating compaction data indicative of a state of compaction of the work material as the compaction machine passes over the work material; a location sensor associated with the compaction machine for generating position data indicative of a height and a position of the compaction machine in the work site; a controller configured to receive compaction data from the sensor and position data from the location sensor and to determine a structural parameter of the work material based on the compaction data and physical properties of the compaction machine, the controller being configured to associate the structural parameter of the work material with the position data for the height and the position of the compaction machine where the compaction data was received, the controller being configured to save structural parameters and associated position data for different locations in the work site and for different layers of work material in the work site and to compare the saved structural parameters and associated position data with predetermined structural design criteria for corresponding locations and layers in the work site; and the controller configured to generate a three-dimensional map of the work site showing the structural parameters and associated position date for different locations in the work site and for different layers of work material in the work site, including a thickness of each layer for different locations. 9. The system of claim 8 wherein the structural parameter and the predetermined structural design criteria are each expressed as a stiffness. 10. The system of claim 8 wherein the structural parameter and the predetermined structural design criteria are each expressed as a modulus of resilience. 11. The system of claim 8 wherein the sensor is configured to sense at least one of a vertical acceleration, a vertical displacement and a force of a compactor component. 12. The system of claim 8 wherein the sensor is an accelerometer that senses a vertical acceleration of a roller drum. 13. The system of claim 8 wherein the sensor generates signals indicative of a rolling resistance of the compaction machine as it travels across the work site. 14. The system of claim 8 wherein the controller is configured to store physical properties of the compaction machine. 15. A compaction machine for validating compaction of work material at a work site, the system comprising: a roller drum configured to compact the work material; a sensor carried by the compaction machine for generating compaction data indicative of a state of compaction of the work material as the compaction machine passes over the work material; a location sensor associated with the compaction machine for generating position data indicative of a height and a position of the compaction machine in the work site; a controller configured to receive compaction data from the sensor and position data from the location sensor and to determine a structural parameter of the work material based on the compaction data and physical properties of the compaction machine, the controller being configured to associate the structural parameter of the work material with the position data for the height and the position of the compaction machine where the compaction data was received, the controller being configured to save structural parameters and associated position data for different locations in the work site and for different layers of work material in the work site and to compare the saved structural parameters and associated position data with predetermined structural design criteria for corresponding locations and layers in the work site; and the controller configured to generate a three-dimensional map of the work site showing the structural parameters and associated position date for different locations in the work site and for different layers of work material in the work site, including a thickness of each layer for different locations. 16. The compaction machine of claim 15 wherein the structural parameter and the predetermined structural design criteria are each expressed as a stiffness. 17. The compaction machine of claim 15 wherein the structural parameter and the predetermined structural design criteria are each expressed as a modulus of resilience. 18. The compaction machine of claim 15 wherein the sensor is configured to sense at least one of a vertical acceleration, a vertical displacement and a force of a compactor component. 19. The compaction machine of claim 15 wherein the sensor is an accelerometer that senses a vertical acceleration of a roller drum. 20. The compaction machine of claim 15 wherein the controller is configured to store physical properties of the compaction machine.
Rollers therefor; Such rollers usable also for compacting soil ({E01C19/41,} E01C19/43, {E01C19/52, E01C23/065} take precedence; specially adapted for agricultural purposes A01B29/00; garden rollers A01G20/35; making or maintaining surfaces of snow or ice E01H4/00; solely for soil compaction E02D3/026) · CPC title
Foundations produced by soil stabilisation {(soil stabilisation for road building in general E01C7/36)} · CPC title
Coherent pavings made in situ (specially adapted for playgrounds or sports grounds E01C13/06; for footpaths, sidewalks or cycle tracks E01C15/00) · CPC title
Analysing materials by measuring the density or specific gravity, e.g. determining quantity of moisture (methods of measurement in general G01N9/02 - G01N9/32) · CPC title
by investigating mechanical properties of the soil (E02D1/027 takes precedence) · CPC title
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