Method and device for milling the surface of a traffic area in at least two layers
A method of milling the surface of the traffic area in at least two layers, in which the first layer is milled and at the same time the spatial position (X, Y, Z) of the road milling machine and the cross slope of the milling drum are measured continuously at each moment of milling the first layer, and the measured data is stored in the database of a 3D guidance computer. From the stored measured data representing the spatial positions (X, Y, Z) of the road milling machine and the cross slopes of the milling drum, a digital 3D model of the surface of the traffic area after milling the first layer is calculated in the 3D guidance computer. Subsequently, after milling the first layer using the digital 3D model of the surface of the traffic area after milling the first layer and the obtained digital 3D model of the desired target surface of the traffic area or obtained the digital differential model of the milling depths, at least the second layer is milled. The device for performing the method is also described.
1 . A method of milling a surface of a traffic area in at least two layers, characterized in that
a first layer is milled and at the same time a spatial position (X, Y, Z) of a road milling machine and a cross slope of a milling drum are measured continuously at each moment of milling the first layer and the measured data are stored in a database connected to a 3D guidance computer,
from the stored measured data representing the spatial positions (X, Y, Z) of the road milling machine and the cross slopes of the milling drum, a digital 3D model of the surface of the traffic area after milling the first layer is calculated in a 3D guidance computer for calculation of 3D models of surface of traffic area selected from the group comprising of the 3D guidance computer and a server connected to the 3D guidance computer and a server integrated in one device with the 3D guidance computer,
subsequently, at least a second layer is milled after the first layer is milled using the digital 3D model of the surface of the traffic area after milling the first layer and the obtained digital 3D model of the desired target surface of the traffic area after the milling part of the repair or obtained a digital differential model of milling depths,
before milling the second layer, the calculated digital 3D model of the surface of the traffic area after milling the first layer is sent to the server, and the server calculates a digital 3D model of the desired target surface of the traffic area after milling part of the repair from the calculated digital 3D model of the surface of the traffic area after milling the first layer and from additional design information.
2 . The method according to claim 1 , characterized in that, in addition to information about the spatial position (X, Y, Z) of the road milling machine and the cross slopes of the milling drum, information about the relative positional changes of the road milling machine from an inertial navigation system mounted on the road milling machine is also used to calculate a digital 3D model of the surface of the traffic area after milling the first layer.
3 . The method according to claim 1 , characterized in that, in addition to information about the spatial position (X, Y, Z) of the road milling machine and the cross slopes of the milling drum, information about the relative longitudinal height profile of the original degraded unmilled road surface or information about the relative longitudinal height profile of the road surface after milling the first layer of material, which is continuously measured during milling, is also used to calculate the digital 3D model of the road surface after milling the first layer of material.
4 . The method according to claim 1 , characterized in that, in addition to information about the spatial position (X, Y, Z) of the road milling machine and the cross slopes of the milling drum, information about the travel speed and the rotation of the crawler sliders or the wheels of the road milling machine is also used to calculate the digital 3D model of the surface of the traffic area after milling the first layer, which is transmitted via a communication interface from the road milling machine control computer to the 3D guidance computer or obtained from external sensors, such as an odometer, which are connected to the 3D guidance computer.
5 . Method according to claim 1 , characterized in that subsequently, the digital differential model of the milling depths is calculated in the server from a digital 3D model of the surface of the traffic area after milling the first layer and from a digital 3D model of the desired target surface of the traffic area after the milling part of the repair, which defines a milling depth Ft (X, Y) for each X, Y coordinate,
the digital differential model of the milling depths is sent from the server and stored in the database connected to the 3D guidance computer,
then the second layer of the traffic area is milled, and during the milling of the second layer the 3D guidance computer obtains the horizontal coordinates (X,Y) of the road milling machine and determines the appropriate milling depth Ft° (X,Y) from the digital differential model of the milling depths,
and the depth Ft (X,Y) is sent to a road milling machine control computer via the communication interface,
and the road milling machine control computer controls the road milling machine so that the depth Ft (X,Y) is milled.
6 . Method according to claim 5 , characterized in that the data stored in the database are used for various analyses including for the purpose of documentation of the work carried out on individual layers of the road, for the purpose of objective evaluation of the quality of the work carried out, or for the purpose of planning subsequent phases of repair or future new repair of the road, where the spatial distribution of the structural layers is used to design depths and slopes of milling with a road milling machine or to design the thickness and slopes of laying a new structural layer with a road paver.
7 . The method according to claim 1 , characterized in that the server and the 3D guidance computer are integrated in one device.
8 . The method according to claim 1 , characterized in that a road milling machine control computer and the 3D guidance computer are integrated in one device.