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公开(公告)号：EP2390623A3
公开(公告)日：2013-12-18
申请号：EP11167195.4
申请日：2011-05-24
发明人： Saarenketo, Timo
CPC分类号： G01C7/04
摘要： In the method some existing surface of a bearing course (120) of a traffic route is first chosen as the reference level (100), in relation to which the target level (150) of a surface of a bearing course to be formed is determined. For example the upper surface of a surface layer of a traffic route can be chosen as the reference level. After this the forming procedure of a bearing course is performed, in which the surface of a bearing course is brought to the target level. Typically the forming procedure of a bearing course comprises spreading, levelling and compacting of a soil layer on the surface of the reference level. The location of a traffic route is determined in the terrain as plane coordinate points (x n , y n ) and the elevation z n of an existing bearing course chosen as the reference level is determined in each coordinate point (x n , y n ) as cross sectional figures extending from the unchanged terrain on the first side of the traffic route over the surface of the traffic route to the unchanged terrain on the second side of the traffic route. The coordinate points (x n , y n ) of the location are determined with a satellite positioning method. The measurement data is saved as spatial coordinate points (x n , y n , z nr ) into a given value data file (242), which is used in the later stages of the forming of the bearing course. The elevations z nm of the level of the upper surface of the bearing course formed and the elevations z nr of the reference level are determined in the coordinate point (x n , y n ) of the traffic route with laser scanning. The laser scanning can be performed form a vehicle (300) travelling along the traffic route and/or a construction machine participating in the forming of the bearing course, travelling along the traffic route.
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4.发明公开Method and apparatus for evaluating the condition of the pavement of a traffic lane 审中-公开评估车道路面状况的方法和设备
公开(公告)号：EP2327976A3
公开(公告)日：2017-10-18
申请号：EP10190420.9
申请日：2010-11-09
发明人： Saarenketo, Timo
IPC分类号： B60W40/06 , E01C23/01 , G01J5/48 , G01N25/72 , G01C11/00 , G01J5/00 , G01J5/10 , G01N33/38 , G01N33/42 , G01S13/88 , G01S19/42
CPC分类号： B60W40/06 , B60W40/068 , B60W2420/40 , B60W2420/403 , B60W2420/42 , E01C23/01 , G01C11/00 , G01J5/007 , G01J2005/0074 , G01J2005/0077 , G01N25/72 , G01N33/383 , G01N33/42 , G01S13/885 , G01S19/42
摘要： The method is meant for the evaluating of the amount of micro and macro cracks in the pavement of a traffic lane, such as a road or street. The colder water beneath the pavement is under the load of heavy traffic pumped into the micro and macro cracks in the pavement and lowers the temperature of the pavement, so a large difference between the temperatures in different points on the pavement reveals a large amount of cracks. In the method, the examination span of the traffic lane is first selected. Thereafter the temperature T1 of the heavily loaded part of the pavement of the selected examination span and the temperature T2 of the lightly loaded part of the pavement of the same examination span are determined. A difference AT between the determined temperatures is calculated, which difference is compared to a reference value. If the difference is larger than the used reference value, the pavement lets through a significant amount of water. If the difference is smaller than the used reference value, the condition of the pavement is sufficiently good. The temperatures t r of the heavily loaded part of the pavement are measured at the wheel ruts and the temperatures t k of the lightly loaded part of the pavement are measured in the area outside the wheel ruts. The temperatures of the pavement are measured with an apparatus, which is placed in a vehicle travelling on the traffic lane. Alternatively the emissivity ε r of the heavily loaded part of the pavement and the emissivity ε k of the lightly loaded part of the pavement can be determined and the difference Δε can be compared to a reference value.
摘要翻译： 该方法用于评估诸如道路或街道的车道的路面上的微裂纹和宏裂纹的量。 路面下方的较冷的水在交通繁忙的负荷之下被泵入路面的微小裂缝和宏观裂缝中，并降低了路面的温度，因此路面上不同点之间的温差存在很大的裂缝 。 在该方法中，首先选择车道的检查范围。 此后，确定选定检查跨度的重载部分的温度T1和同一检查跨度的轻载部分的温度T2。 计算所确定的温度之间的差AT，将该差与参考值进行比较。 如果差值大于使用的参考值，路面会通过大量的水。 如果差值小于所使用的参考值，则路面状况足够好。 在车轮车辙处测量路面的重载部分的温度tr，并且在车辙外部的区域中测量路面的轻载部分的温度tk。 路面的温度用放置在车道上行驶的车辆上的设备测量。 或者，可以确定路面的重载部分的发射率εr和路面的轻载部分的发射率εk，并且可以将差值Δε与参考值进行比较。
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