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A self-balancing anti-fall climbing robot with force–position cooperative control for T-shaped guide rails

Published online by Cambridge University Press:  12 October 2026

Xiang Yue
Affiliation:
Shenyang Agricultural University , China
Zhiyu Chen
Affiliation:
Shenyang Agricultural University , China
Fuxing Wang
Affiliation:
Shenyang Agricultural University , China
Haoyu Hua
Affiliation:
Shenyang Agricultural University , China
Rui Wang
Affiliation:
Shenyang Agricultural University , China
Hua Gao
Affiliation:
Shenyang Agricultural University , China
Yan Xu*
Affiliation:
Shenyang Agricultural University , China
*
Corresponding author: Yan Xu; Email: xuyan@syau.edu.cn
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Abstract

To address the low efficiency, high physical workload, and elevated fall risk associated with manual inspection and climbing operations on transmission towers, this study presents a rail-guided climbing robot integrating fall protection, power-assisted climbing, and force–position adaptive control for existing T-shaped guide rail fall-arrest infrastructures. The robot employs a rubber-wheel clamping climbing module driven by a multi-stage compound transmission and incorporates a self-balancing eccentric anti-fall mechanism to achieve adaptive regulation of climbing velocity and assistive support force. Based on the force-transmission characteristics of the climbing system, a force–position cooperative control framework is developed. The controller integrates a velocity-adaptive strategy with a closed-loop Proportional-Integral-Derivative (PID) velocity controller, in which the relative human–robot position is adopted to continuously regulate the climbing velocity during cooperative climbing assistance. Automatic Dynamic Analysis of Mechanical Systems (ADAMS) simulations indicate a steady-state motor torque of approximately 0.22 N·m at a constant climbing velocity of + 445 deg/s. During ascending motion, the mean contact forces of the mid-mounted drive wheel and the left/right drive wheels are 37.4 N and 26.8 N, respectively, while the corresponding values during descending motion are 68.4 N and 41 N. Prototype experiments exhibit basic consistency with the simulation results. Furthermore, experiments under different payload conditions and external disturbances validate the load adaptability, disturbance robustness, and stable climbing performance of the proposed system. The proposed system provides an effective solution for safe and adaptive human–robot cooperative climbing assistance in transmission-tower operations.

Information

Type
Research Article
Copyright
© The Author(s), 2026. Published by Cambridge University Press
Figure 0

Figure 1. A cross-sectional view of a T-shaped guide rail.

Figure 1

Figure 2. Schematic of the robot system composition.

Figure 2

Figure 3. Figure 3 long description.Principle of three-point clamping mechanism.

Figure 3

Figure 4. Schematic illustration of the robot stability under different contact conditions.

Figure 4

Figure 5. Schematic diagram of self-balancing anti-fall mechanism.

Figure 5

Figure 6. Power transmission of multi-stage compound transmission system.

Figure 6

Figure 7. Figure 7 long description.Force distribution in the climbing process.

Figure 7

Table I. Mechanical parameters used in the proposed force-equilibrium model.Table I long description.

Figure 8

Figure 8. Principle of human–robot cooperative climbing assistance based on eccentric-angle regulation.

Figure 9

Table II. Remote-control command definitions.Table II long description.

Figure 10

Figure 9. Schematic diagram of the tilting sensor status.

Figure 11

Table III. The relationship between the movement of the device and the tilt sensor.Table III long description.

Figure 12

Figure 10. Schematic diagram of the tilt sensors.

Figure 13

Table IV. The relationship between the status of the tilt sensor and velocity regulation.Table IV long description.

Figure 14

Table V. The accuracy of force–position cooperative control under different loads.Table V long description.

Figure 15

Figure 11. The robot follows the functional velocity curve.

Figure 16

Figure 12. Algorithm execution process.

Figure 17

Figure 13. Schematic diagram of robot motion simulation.

Figure 18

Figure 14. Simulated angular velocity and torque responses during robot climbing.

Figure 19

Figure 15. Simulated wheel–rail contact force responses during robot climbing.

Figure 20

Figure 16. Robot’s locomotion during T-shaped guide rail climbing.

Figure 21

Figure 17. Angular velocity and torque responses during climbing and direction reversal.

Figure 22

Figure 18. Wheel–rail force responses during robot climbing.

Figure 23

Figure 19. Experimental setups under different payload conditions: (a) 2 kg payload and (b) 4 kg payload.

Figure 24

Figure 20. Wheel–rail contact force responses under different payload conditions: (a) 2 kg payload and (b) 4 kg payload.

Figure 25

Figure 21. External-disturbance experiment during climbing: (a) initial climbing state; (b) downward external disturbance simulating a temporary reduction in the user’s climbing velocity relative to the robot; and (c) recovery to stable climbing operation.

Figure 26

Figure 22. Wheel–rail contact force responses during the external-disturbance experiment.