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Kinematics and spatial structure analysis of TBM gunite robot based on D-H parameter method
Lianhui Jia1,2, Shenyao Liu2, Chenxu Cao1
1China Railway Engineering Equipment Group Co, Zhengzhou, 450047, China.
A novel shotcrete mechanism for Tunnel Boring Machines (TBMs) was developed for automated tunnel construction and wall reinforcement. Kinematic analysis and workspace evaluation confirm its suitability for TBM applications.
Area of Science:
- Robotics and Automation
- Civil Engineering
- Mechanical Engineering
Background:
- Tunnel construction relies heavily on Tunnel Boring Machines (TBMs).
- Automated tunnel wall reinforcement is crucial for efficiency and safety.
- Existing TBMs require enhanced capabilities for integrated shotcrete application.
Purpose of the Study:
- To design and evaluate a shotcrete mechanism integrated with a TBM.
- To analyze the forward and inverse kinematics and spatial architecture of the TBM-mounted shotcrete robot.
- To assess the workspace, reachability, and flexibility of the shotcrete robot.
Main Methods:
- Utilized the D-H parameter method for structural analysis and forward kinematics.
- Determined joint variables for end-effector mapping in Cartesian space.
- Employed Monte Carlo random sampling to construct and evaluate the robot's workspace.
Main Results:
- Derived the forward kinematics equation, mapping joint space to pose space.
- Successfully mapped the end tool's position in Cartesian space.
- Constructed the robot's workspace, evaluating its reachability and flexibility.
Conclusions:
- The developed TBM shotcrete robot demonstrates effective kinematic performance.
- Prototype verification confirms the mechanism meets design requirements.
- Provides a theoretical foundation for designing and controlling automated shotcrete robots in tunneling.
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