Motion/force transmission performance analysis and optimal design of closed-chain end-effector for steel arch splicing robot

The manual splicing of steel arches in Tunnel Boring Machine construction is notoriously inefficient, hazardous, and quality-inconsistent, posing a significant bottleneck to tunneling automation. To address this challenge, this paper proposes a novel optimization framework for the motion/force transmission performance of a closed-chain robotic end-effector specifically designed for automated steel arch splicing. Based on screw theory, a comprehensive transmission performance model is established and the Global Transmission Index is employed as a key metric to optimize the transmission angle range, thereby ensuring both high efficiency and stability during the grasping process. The proposed method integrates actual spatial constraints and grasping requirements of steel arches into a systematic design optimization process. Experimental results demonstrate that the optimized end-effector completes the splicing task in only 90 seconds, which is more than three times faster than traditional manual splicing, while achieving reliable grasping and a docking accuracy of ±3 mm. This study provides both theoretical and practical advancements in robotic tunnel support, offering a viable solution for enhancing the intelligence and safety of TBM construction.

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Publication Details

Journal
Scientific Reports
Published
2025-12-08
DOI
https://doi.org/10.1038/s41598-025-30654-6
Primary Topic
Tunneling and Rock Mechanics
Type
article
Field-Weighted Citation Impact
0.00

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article

Motion/force transmission performance analysis and optimal design of closed-chain end-effector for steel arch splicing robot

Xiangpan Zheng, Yuanfu He, Zhen Xu, Hongyi Chen et al.
Scientific Reports
Tunneling and Rock Mechanics
article

Motion/force transmission performance analysis and optimal design of closed-chain end-effector for steel arch splicing robot

Xiangpan Zheng, Yuanfu He, Zhen Xu, Hongyi Chen, Xinyi Yu
article en

Abstract

The manual splicing of steel arches in Tunnel Boring Machine construction is notoriously inefficient, hazardous, and quality-inconsistent, posing a significant bottleneck to tunneling automation. To address this challenge, this paper proposes a novel optimization framework for the motion/force transmission performance of a closed-chain robotic end-effector specifically designed for automated steel arch splicing. Based on screw theory, a comprehensive transmission performance model is established and the Global Transmission Index is employed as a key metric to optimize the transmission angle range, thereby ensuring both high efficiency and stability during the grasping process. The proposed method integrates actual spatial constraints and grasping requirements of steel arches into a systematic design optimization process. Experimental results demonstrate that the optimized end-effector completes the splicing task in only 90 seconds, which is more than three times faster than traditional manual splicing, while achieving reliable grasping and a docking accuracy of ±3 mm. This study provides both theoretical and practical advancements in robotic tunnel support, offering a viable solution for enhancing the intelligence and safety of TBM construction.

Scientific ReportsVol. 16(1)
Minjiang University (CN), Education Department of Fujian Province (CN), China Railway Construction Corporation (China) (CN), Fujian University of Technology (CN)
Minjiang University
Openalex Percentile: Top 60%
Tunneling and Rock Mechanics
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Motion/force transmission performance analysis and optimal design of closed-chain end-effector for steel arch splicing robot — Xiangpan Zheng, Yuanfu He, et al. · Scientific Reports (2025) | TGRS Research Map | TGRS