首页> 外文会议>International Conference of the International Society for Terrain Vehicle Systems >STUDY ON PLANETARY ROVER USING EARTH PRESSURE TO TRAVERSE LOOSE SOIL WITH STEEP SLOPE
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STUDY ON PLANETARY ROVER USING EARTH PRESSURE TO TRAVERSE LOOSE SOIL WITH STEEP SLOPE

机译:用陡坡将地球压力进行地下压力的行星罗孚研究

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In planetary explorations, rovers are required to traverse rough terrain that often includes craters (traces of meteorite impacts) and rear cliffs (walls that become bare as a result of not being covered with soil). Hence, it is important for the rovers not to overturn or lose mobility while traversing such terrain. Planetary rovers therefore are required a high performance to traverse rough terrain like loose soil with steeps. Our proposed robot has high mobility performance, especially; it can traverse loose soil with steep slopes. The proposed mechanism can support on surface of loose soil with steep slope because of it has "piles" which are penetrated into the soil. In other word, this robot can use earth pressure to support itself weight on loose soil with steep slope. The proposed robot has two bodies and four pile's units. Two bodies are connected two ball screws units. Therefore, the mobility motion of bodies is fro-back system. Then, the piles can be penetrated into soil by mechanism with up-down system. In this study, we research the optimal piles, for instance, the optimal diameter and the optimal penetrated length. We will furthermore carry out traversing experiments using slope actually, 20O, 25O, 30O. The supporting force of a pile moreover is measured by using the proposed experiment device. From these results, we discuss traversing performance of the proposed mechanism.
机译:在行星探索中,需要流浪者来横穿粗糙地形,这些地形通常包括陨石坑(陨石撞击的痕迹)和后悬崖(由于未被土壤覆盖而变得裸露的墙壁)。因此,对于在穿越这种地形的同时,不颠覆或失去移动性是重要的。因此,行星队因此需要高性能来横穿粗糙的地形,如松散的土壤,陡峭。我们提出的机器人具有高的移动性能,特别是;它可以穿着陡峭的斜坡散发。所提出的机构可以支持陡峭的坡度的松散土的表面,因为它具有渗透到土壤中的“桩”。换句话说,该机器人可以利用地球压力来支持自身用陡坡松散土壤的重量。拟议的机器人有两个体和四个桩的单位。两个身体连接两个滚珠丝杠单元。因此,身体的移动运动是回收系统。然后,通过具有上下系统的机制可以穿透桩。在这项研究中,我们研究了最佳桩,例如,最佳直径和最佳穿透长度。此外,我们将使用斜坡实际进行横跨实验,200,250,30O。通过使用所提出的实验装置测量桩的支撑力。从这些结果中,我们讨论了所提出的机制的遍历性能。

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