Journal of Graphics ›› 2026, Vol. 47 ›› Issue (1): 216-222.DOI: 10.11996/JG.j.2095-302X.2026010216
• BIM/CIM • Previous Articles Next Articles
HE Ruiqi1,2, CAO Ying1, XU Jinglin1,3(
), YU Fangqiang4
Received:2025-04-11
Accepted:2025-07-01
Online:2026-02-28
Published:2026-03-16
Contact:
XU Jinglin
Supported by:CLC Number:
HE Ruiqi, CAO Ying, XU Jinglin, YU Fangqiang. Intelligent analysis of design about roof equipment inspection paths based on graph theory and improved A* algorithm[J]. Journal of Graphics, 2026, 47(1): 216-222.
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URL: http://www.txxb.com.cn/EN/10.11996/JG.j.2095-302X.2026010216
| 参数 组合 | 构件 阈值 | 单元尺寸/mm | 耗时/min | 碰撞检测误差率/% |
|---|---|---|---|---|
| C1 | 10 | 300 | 128 | 0.12 |
| C2 | 10 | 600 | 75 | 0.35 |
| C3 | 10 | 1 200 | 41 | 1.22 |
| C4 | 30 | 300 | 106 | 0.09 |
| C5 | 30 | 600 | 63 | 0.28 |
| C6 | 30 | 1 200 | 35 | 0.95 |
| C7 | 50 | 300 | 92 | 0.07 |
| C8 | 50 | 600 | 55 | 0.21 |
| C9 | 50 | 1 200 | 29 | 0.78 |
Table 1 Algorithm performance comparison table
| 参数 组合 | 构件 阈值 | 单元尺寸/mm | 耗时/min | 碰撞检测误差率/% |
|---|---|---|---|---|
| C1 | 10 | 300 | 128 | 0.12 |
| C2 | 10 | 600 | 75 | 0.35 |
| C3 | 10 | 1 200 | 41 | 1.22 |
| C4 | 30 | 300 | 106 | 0.09 |
| C5 | 30 | 600 | 63 | 0.28 |
| C6 | 30 | 1 200 | 35 | 0.95 |
| C7 | 50 | 300 | 92 | 0.07 |
| C8 | 50 | 600 | 55 | 0.21 |
| C9 | 50 | 1 200 | 29 | 0.78 |
Fig. 10 Optimal maintenance route for equipment in project A (green is the normal grid in the optimal path, and red is the obstacle grid in the optimal path)
| 项目 | 屋面面积/m2 | 网格划分 (大小/数量) | 障碍密度 | 算法路径长度/m | 人工路径长度/m | 算法转折/次数 | 人工转折/次数 | 算法耗时/min | 人工耗时/h |
|---|---|---|---|---|---|---|---|---|---|
| A | 2 400 | 0.2 m×0.2 m/60 000 | 0.12 | 218.4 | 283.6 | 9 | 21 | 28 | 10.0 |
| B | 4 300 | 0.2 m×0.2 m/107 500 | 0.28 | 419.7 | 491.3 | 12 | 25 | 40 | 14.0 |
| C | 1 850 | 0.2 m×0.2 m/46 250 | 0.35 | 193.2 | 242.3 | 14 | 22 | 15 | 6.5 |
Table 2 Algorithm performance comparison table (Taking remotely located maintenance equipment as an example)
| 项目 | 屋面面积/m2 | 网格划分 (大小/数量) | 障碍密度 | 算法路径长度/m | 人工路径长度/m | 算法转折/次数 | 人工转折/次数 | 算法耗时/min | 人工耗时/h |
|---|---|---|---|---|---|---|---|---|---|
| A | 2 400 | 0.2 m×0.2 m/60 000 | 0.12 | 218.4 | 283.6 | 9 | 21 | 28 | 10.0 |
| B | 4 300 | 0.2 m×0.2 m/107 500 | 0.28 | 419.7 | 491.3 | 12 | 25 | 40 | 14.0 |
| C | 1 850 | 0.2 m×0.2 m/46 250 | 0.35 | 193.2 | 242.3 | 14 | 22 | 15 | 6.5 |
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