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  • 鋼筋綁扎機器人平面順序全覆蓋路徑規劃

    Order-Constrained Coverage Path Planning for Rebar-Tying Robots on Planar Surfaces

    • 摘要: 針對鋼筋綁扎作業中鋼筋平面穩定性對綁扎順序的要求,提出一種綁扎優先級感知神經網絡融合A*算法的順序全覆蓋路徑規劃方法。首先,根據鋼筋平面和綁扎機器人的結構特點,構建鋼筋平面的柵格地圖。隨后,考慮鋼筋綁扎機器人綁扎過程中的順序要求,規避路徑中的障礙和機器人的路徑可行性,提出一種目標重構的優先感知神經網絡路徑規劃方法。然后,融合路徑動態修正的A*算法解決規劃陷入死區時的逃逸問題。最后,為了衡量綁扎后鋼筋平面的穩定性,提出一種基于時間-空間的鋼筋平面穩定性評價指標。基于該指標體系進行仿真與實驗,結果表明本文所提方法使得鋼筋平面穩定性由36.2%提升至76.4%,驗證了該方法的順序合理性和平面穩定性,同時,通過實體實驗進一步驗證算法的合理性和實際應用的可行性,為鋼筋綁扎機器人的自動綁扎作業提供了可靠的技術支撐。

       

      Abstract: In response to the requirements of rebar plane stability on the tying sequence during rebar-tying operations, this paper proposes an order-constrained coverage path planning method based on a priority-aware neural network fused with the A* algorithm.First, a grid map of the rebar plane is constructed according to the structural characteristics of both the rebar surface and the rebar-tying robot. Then, considering the sequential constraints inherent in the rebar-tying process, as well as obstacle avoidance and the robot’s kinematic feasibility, a target-reconstructed priority-aware neural network is developed to generate feasible paths. Subsequently, an A*-based dynamic path correction mechanism is integrated to address dead-zone escape problems that may occur during planning. Finally, to quantitatively evaluate the stability of the rebar plane after tying, a spatio-temporal stability evaluation index is proposed. Simulation and experimental results demonstrate that the proposed method improves the rebar plane stability from 36.2% to 76.4%, validating the rationality of the tying sequence and the effectiveness of the stability enhancement. Moreover, physical experiments further confirm the feasibility and practicality of the proposed algorithm, providing reliable technical support for automated rebar-tying operations.

       

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