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公开(公告)号：KR1020130090495A
公开(公告)日：2013-08-14
申请号：KR1020120011671
申请日：2012-02-06
Applicant: 한양대학교 산학협력단
CPC classification number: G05D1/0217 , G05D2201/0202
Abstract: PURPOSE: A driving route providing method provides users with the shorts route to the destination considering the rate of travel and the time consumed for redirection. CONSTITUTION: The location information of obstacles and start points is input to an input unit (S10). A control unit estimates several driving routes for users to reach the destination (S20). The control unit calculates expected time of each route required to reach the destination (S30), and selects the shortest route. An output unit outputs the same (S40). [Reference numerals] (AA) Start; (BB) End; (S10) Inputting driving device information and map information; (S20) Estimating driving paths; (S30) Calculating the time requested for each driving path; (S40) Outputting driving paths for minimum time
Abstract translation: 目的：驾驶路线提供方法为用户提供了到目的地的短途路线，考虑到旅行速度和重定向消耗的时间。 构成：将障碍物和起点的位置信息输入到输入单元（S10）。 控制单元估计用户到达目的地的若干行驶路线（S20）。 控制单元计算到达目的地所需的每条路线的预计时间（S30），并选择最短路线。 输出单元输出（S40）。 （附图标记）（AA）开始; （BB）结束; （S10）输入驾驶装置信息和地图信息; （S20）估计行驶路径; （S30）计算每个行驶路径所要求的时间; （S40）输出最短时间的行驶路径
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公开(公告)号：KR101217534B1
公开(公告)日：2013-01-02
申请号：KR1020120013686
申请日：2012-02-10
Applicant: 한양대학교 산학협력단
Abstract: PURPOSE: An excavator work area calculation method is provided to calculate an optimal horizontal excavation distance and vertical excavation depth, thereby excavating a large amount of soil without the ground collapsing. CONSTITUTION: An excavator specification and the amount of soil are inputted, and an initial value of vertical excavation depth is set(S11). A virtual plane breaking surface and soil wedge weight are calculated in the vertical excavation depth, and the initial value of excavator weight located in a soil wedge area is set(S14). When the virtual plane breaking surface is broken by partial excavator weight, a bucket area sectional section is calculated and stored by using horizontal and vertical excavation depths before the virtual plane breaking surface is broken. [Reference numerals] (AA) Start; (BB) End; (S11) Setting an excavator specification and a soil parameter; (S12) Setting an initial value of vertical excavation depth; (S13) Calculating a virtual plane breaking surface and a soil wedge area; (S14) Setting an initial value of a partial excavator weight; (S15) Is the virtual plane breaking surface broken?; (S16) Is the partial excavator weight is less than a standard value of an entire excavator weight?; (S17) Increasing the partial excavator weight; (S18) Calculating a conduction safe distance; (S19) Storing a bucket area cross section and a calculated result value after calculation a horizontal excavation distance; (S20) Is the vertical excavation depth over than the standard value?; (S21) Selecting the optimal conduction safe distance and the vertical excavation depth by comparing the bucket area cross section; (S22) Increasing the vertical excavation depth
Abstract translation: 目的：提供一种挖掘机工作区域计算方法，以计算最佳的水平挖掘距离和垂直挖掘深度，从而挖掘大量土壤，而不会使地面塌陷。 规定：挖掘机规格和土壤量输入，并设定垂直挖掘深度的初始值（S11）。 在垂直挖掘深度计算虚拟平面破碎面和土体楔块重量，并设定位于土体楔形区域的挖掘机重量的初始值（S14）。 当虚拟平面破碎面被部分挖掘机重量破坏时，在虚拟平面破裂面破裂之前，通过使用水平和垂直挖掘深度来计算和存储铲斗区域截面部分。 （附图标记）（AA）开始; （BB）结束; （S11）设置挖掘机规格和土壤参数; （S12）设定垂直挖掘深度的初始值; （S13）计算虚拟平面断面和土楔面积; （S14）设定部分挖掘机重量的初始值; （S15）虚拟平面破裂面是否破裂？ （S16）部分挖掘机重量是否小于整个挖掘机重量的标准值？ （S17）增加部分挖掘机的重量; （S18）计算传导安全距离; （S19）在计算水平挖掘距离之后存储铲斗区域横截面和计算结果值; （S20）垂直挖掘深度是否超过标准值？ （S21）通过比较铲斗面积横截面选择最佳传导安全距离和垂直挖掘深度; （S22）增加垂直挖掘深度
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公开(公告)号：KR101408829B1
公开(公告)日：2014-06-20
申请号：KR1020120011671
申请日：2012-02-06
Applicant: 한양대학교 산학협력단
Abstract: 본 발명에 의한 무한궤도형 주행장치 주행경로 제공방법은, 입력부가 무한궤도형 주행장치의 주행속도 및 방향전환 소요시간과, 평면상에서의 장애물 위치정보와, 출발점 및 도착점 위치정보를 입력받는 제1 단계; 제어부가 상기 출발점부터 상기 도착점까지의 다수의 주행경로를 추정하는 제2 단계; 상기 제어부가 상기 제3 단계에서 추정된 각각의 주행경로별 소요시간을 산출하는 제3 단계; 출력부가 소요시간이 최소인 주행경로를 출력하는 제4 단계;를 포함한다. 본 발명에 의한 무한궤도형 주행장치의 주행경로 제공방법은, 단위 거리를 주행하는데 소요되는 시간만을 고려하는 것이 아니라 방향전환에 소요되는 시간까지 고려하므로, 무한궤도형 주행장치가 도착점까지 도달하는데 가장 짧은 시간이 소요되는 경로를 사용자에게 제공할 수 있다는 장점이 있다.
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