Method for monitoring compaction process in road construction and road roller

Patent metadata

Field	Value
Publication number	US-10676879-B2
Application number	US-201816127549-A
Country	US
Kind code	B2
Filing date	Sep 11, 2018
Priority date	Sep 13, 2017
Publication date	Jun 9, 2020
Grant date	Jun 9, 2020

Abstract

A method for monitoring the compaction process of an asphalt layer to be compacted in road construction is provided comprising the steps: detecting the edges limiting the hot asphalt layer transversely to the road pathway by means of a temperature sensor arranged on a road roller compacting the asphalt layer, and dividing the detected asphalt layer into at least two width segments across the road pathway, wherein the position of the road roller on the asphalt layer transversely to the road pathway is determined from the measurement of the temperature sensor and is assigned to one of the width segments, the working operation of the road roller on the width segment is quantified via an operating parameter and stored, and the quantified working operation for each width segment is displayed to the operator for at least one past working interval. A road roller for carrying out the method is also provided.

First claim

What is claimed is:

1. A method for monitoring a compaction process of an asphalt layer to be compacted in road construction, comprising the steps:
a) detecting edges limiting a hot asphalt layer transversely to a road pathway via a temperature sensor arranged on a road roller compacting the asphalt layer; and
b) dividing the detected asphalt layer into at least two width segments across the road pathway;
wherein
c) a position of the road roller on the asphalt layer transversely to the road pathway is determined from a measurement of the temperature sensor and the position of the road roller is assigned to one of the width segments;
d) a working operation of the road roller on the width segment is quantified by an operating parameter and stored; and
e) the quantified working operation for each width segment is displayed for at least one past working interval.

2. The method according to claim 1 ,
wherein the detecting of the edges limiting the hot asphalt layer transversely to the road pathway occurs periodically and successively via the temperature sensor, or in that the temperature sensor detects both edges simultaneously.

3. The method according to claim 1 ,
wherein at least one of the following parameters is used as the operating parameter:
a time period;
a number of passages;
a number of reversing operations;
a traveled distance;
a substrate stiffness; and/or
a vibration intensity of a roller drum of the road roller.

4. The method according to claim 1 ,
wherein boundaries of the past working interval are defined using the same operating parameter as the one used for the quantification of the working operation and/or another parameter.

5. The method according to claim 1 ,
wherein the parameter or parameters used for the quantification of the working operation is/are stored during the working interval, and wherein data antecedent to the working interval is replaced by newly recorded data during the working operation.

6. The method according to claim 1 ,
wherein the detected asphalt layer is divided into at least the three width segments “left side”, “middle” and “right side” across the road pathway.

7. The method according to claim 1 ,
wherein the width segments across the road pathway are equal in size.

8. The method according to claim 6 ,
wherein the width segments located at the edges of the detected asphalt layer have a smaller width across the road pathway than the width segments located in the middle of the detected asphalt layer.

9. The method according to claim 1 ,
wherein when determining the position of the road roller on the asphalt layer from the measurement of the temperature sensor, a measuring angle of the temperature sensor and/or a traveling direction and/or a steering angle and/or a steering mode, e.g. a crab-steering mode, of the road roller is/are taken into account.

10. A road roller for compacting an asphalt layer in road construction, comprising:
a machine frame;
a drive engine;
a driver's cab;
at least one roller drum and/or a wheel;
a temperature sensor; and
a control unit;
wherein the control unit is configured to carry out the method according to claim 1 .

11. The road roller according to claim 10 ,
wherein the control unit comprises a rolling memory which stores the quantified working operation for each width segment within the past working interval.

12. The road roller according to claim 10 ,
wherein the temperature sensor comprises a thermal imaging camera.

13. The road roller according to claim 10 ,
wherein the road roller comprises one of a tandem roller, a single-drum roller or a rubber-tired roller.

Assignees

• Bomag Gmbh

Inventors

• Laugwitz Niels

Classifications

• E01C19/288 Primary

  adapted for monitoring characteristics of the material being compacted, e.g. indicating resonant frequency, measuring degree of compaction, by measuring values, detectable on the roller; using detected values to control operation of the roller, e.g. automatic adjustment of vibration responsive to such measurements · CPC title

• E01C19/23

  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

• E01C19/004 Primary

  Devices for guiding or controlling the machines along a predetermined path (for graders or bulldozers E02F3/841; for other soil-shifting machines E02F9/2045) · CPC title