Technical Papers
Sep 27, 2024

Automatic Planning for Cable Crane Operations in Concrete Dam Construction

Publication: Journal of Construction Engineering and Management
Volume 150, Issue 12

Abstract

Cable cranes serve as critical lifting equipment in large-scale construction projects such as dam construction, bridge building, and mining. Particularly in concrete dam construction, cable cranes are the preferred equipment for transporting concrete due to their flexible spatial moving capacity and large-span coverage. However, because of the narrow dam construction site, the intensive and concurrent transportation activities of the cable crane group are proven to cause space conflicts, resulting in low operation efficiency. Effective planning of cable crane operations is conducive to accelerating construction progress, improving the productivity of cable cranes, and ensuring a safe construction scenario. The planning of cable crane operations involves task allocation in collaborative construction (among several cable cranes) and parallel scheduling under complex spatial constraints. This paper develops an automatic planning system for cable crane operations in concrete dam construction that can directly output the optimal transportation plan of cable cranes, requiring only the input of relevant construction parameters. First, a two-sided matching model is proposed to address the task allocation problem among cable cranes. Second, a simulation model for the concrete transportation process of the cable crane group is established to solve the parallel scheduling problem and avoid collisions. Third, an improved ant colony algorithm is proposed that constructs initial solutions based on the two-sided matching model, calculates key construction indicators using the simulation model, and applies a multiobjective decision making method to find the optimal solution. Finally, an actual dam construction case validates the superiority and reliability of this proposed method. Compared with the conventional engineering approaches, the planning results of this proposed method demonstrate a 12% reduction in pouring duration and a 25% enhancement in the utilization balance of cable cranes, effectively increasing productivity and accelerating construction progress.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study is sponsored by the National Natural Science Foundation of China (Grant No. 51779131).

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 150Issue 12December 2024

History

Received: Jan 27, 2024
Accepted: Jul 8, 2024
Published online: Sep 27, 2024
Published in print: Dec 1, 2024
Discussion open until: Feb 27, 2025

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Authors

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Institute of Water Engineering Sciences, Wuhan Univ., Wuhan, Hubei 430072, China. ORCID: https://orcid.org/0000-0003-4584-4509. Email: [email protected]
Head Engineer, Changjiang Institute of Survey, Planning, Design and Research Corporation, Wuhan, Hubei 430010, China. Email: [email protected]
Associate Professor, State Key Laboratory of Water Resources Engineering and Management, Wuhan Univ., Wuhan, Hubei 430072, China (corresponding author). ORCID: https://orcid.org/0000-0002-0941-8767. Email: [email protected]
Chunju Zhao [email protected]
Professor, School of Civil Engineering, Architecture and Environment, Hubei Univ. of Technology, Wuhan, Hubei 430068, China. Email: [email protected]
Lead Scientist, State Key Laboratory of Water Resources Engineering and Management, Wuhan Univ., Wuhan, Hubei 430072, China. Email: [email protected]

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