Submitted:
04 November 2024
Posted:
05 November 2024
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Abstract
Keywords:
1. Introduction
2. Literature Review
3. Methodology and Materials
3.1. The Procedures
3.2. A Survey of Prefabricated Components Factories
3.3. The Design of Multi-Objective Model
3.3.1. Problem Description
3.3.2. Design and Solution of Model
3.4. The Method of Algorithm Solving
4. Optimization of Intelligent Algorithms by Data-Driven
4.1. A Project with Collaborative Production in Prefabricated Factories
4.2. Optimization Modes of Prefabricated Components Production
4.3. Results
5. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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| Area | 2018 | 2019 | 2020 | 2021 | 2022 | 2023 |
| Fuzhou | 97 | 105 | 105 | 105 | 105 | 121 |
| Longyan | 18 | 18 | 18 | 36 | 36 | 36 |
| Nanping | 0 | 0 | 0 | 0 | 9 | 9 |
| Putian | 0 | 0 | 7 | 13 | 13 | 13 |
| Quanzhou | 30 | 30 | 35.5 | 50.5 | 50.5 | 60.5 |
| Sanming | 13 | 13 | 13 | 13 | 13 | 13 |
| Xiamen | 80 | 90 | 90 | 90 | 90 | 110 |
| Zhangzhou | 27 | 33 | 59 | 59 | 59 | 70.4 |
| Total | 265 | 289 | 327.5 | 366.5 | 375.5 | 432.9 |
| No. | Operate process | Setup parameters |
| 1 | Initialize basic parameters |
Number of ant, I=10 Iterations, T=50 Pheromone evaporation factor, ρ=0.5 Pheromone constant, Q=10 Pheromone factor, α=4 Heuristic function factor, β=2 |
| 2 | Map Initialization |
|
| 3 | Initialize ant colony |
(3) |
| 4 | Calculate transfer probabilities and coverage Path Planning |
(4) |
| 5 | Update pheromones |
are both penalty factors. |
| 6 | Judgment cycle | Through continuous iteration, the maximum number of iterations is reached to optimal mode. |
| No. | Process | M1 | M2 | M3 | ||||||
|
Time (min.) |
Cost |
(kg.CO2) |
Time (min.) |
Cost |
(kg.CO2) |
Time (min.) |
Cost |
(kg.CO2) |
||
| 1 | P1 | 24 | 100 | 3.29 | 20 | 110 | 2.67 | 15 | 120 | 2.2 |
| 2 | P2 | 15 | 33 | 0.08 | 12 | 42 | 0.09 | 8 | 42 | 0.08 |
| 3 | P3 | 7 | 12 | 0.06 | 6 | 14 | 0.06 | 4 | 14 | 0.06 |
| 4 | P4 | 7 | 17 | 0.02 | 5 | 18 | 0.03 | 4 | 20 | 0.03 |
| 5 | P5 | 24 | 155 | 0.75 | 20 | 165 | 0.77 | 17 | 175 | 0.78 |
| 6 | P6 | 10 | 28 | 0.03 | 5 | 22 | 0.03 | 3 | 24 | 0.03 |
| 7 | P7 | 20 | 480 | 0.11 | 15 | 490 | 0.15 | 12 | 510 | 0.14 |
| 8 | P8 | 17 | 570 | 421.35 | 23 | 982 | 820.25 | 15 | 1080 | 702.65 |
| 9 | P9 | 25 | 35 | 7.25 | 20 | 42 | 5.87 | 12 | 45 | 4.06 |
| 10 | P10 | 15 | 21 | 2.26 | 10 | 25 | 2.12 | 8 | 33 | 1.75 |
| 11 | P11 | 480 | 418 | 0.02 | 420 | 375 | 0.02 | 390 | 382 | 0.02 |
| 12 | P12 | 15 | 38 | 6.85 | 10 | 42 | 4.68 | 6 | 75 | 4.22 |
| 13 | P13 | 11 | 22 | 10.74 | 12 | 25 | 11.43 | 6 | 27 | 8.67 |
| Optimization mode |
F-A Quantity |
F-A Path |
F-B Quantity |
F-B Path |
| 1 | 1245 | [0,0,0,1,0,1,0,0,1,0,2,0,1] | 1755 | [0,0,1,1,0,1,0,0,1,1,2,2,0] |
| 2 | 1673 | [0,0,0,1,0,2,0,0,1,0,1,0,0] | 1327 | [1,0,0,1,2,1,1,0,0,0,1,2,2] |
| 3 | 1688 | [1,0,2,0,0,2,0,0,0,1,1,1,0] | 1312 | [1,2,1,0,1,0,1,0,0,1,1,1,1] |
| 4 | 1688 | [0,0,0,0,0,2,0,0,0,0,2,0,2] | 1312 | [2,1,1,0,0,1,2,0,0,1,2,0,0] |
| 5 | 1253 | [0,2,1,1,0,2,0,0,1,0,2,1,0] | 1747 | [0,0,0,0,1,1,1,0,2,0,1,2,1] |
| 6 | 1260 | [2,1,1,2,0,0,0,0,0,0,1,0,1] | 1740 | [0,0,2,0,0,2,0,0,1,0,2,1,2] |
| 7 | 1260 | [0,1,0,2,1,2,0,0,1,0,2,0,0] | 1740 | [0,0,0,0,0,1,0,0,2,1,2,1,0] |
| 8 | 1223 | [0,1,0,2,0,0,0,0,0,1,1,1,1] | 1777 | [0,0,2,1,1,2,1,0,2,1,1,2,1] |
| 9 | 1260 | [0,2,0,0,0,0,0,0,1,2,1,0,2] | 1740 | [0,1,2,0,1,2,1,0,1,0,1,1,0] |
| 10 | 1283 | [0,0,2,0,0,0,1,0,0,2,2,0,0] | 1717 | [0,1,1,0,1,1,2,0,0,0,1,0,2] |
| Optimization mode | Slab | Wall | Stair | |||
|
Cost (million ) |
CE (ton) |
Cost (million ) |
CE (ton) |
Cost (million ) |
CE (ton) |
|
| 1 | 570.23 | 1154.85 | 610.58 | 1188.68 | 194.48 | 410.71 |
| 2 | 570.45 | 1206.08 | 611.03 | 1250.55 | 195.13 | 412.16 |
| 3 | 570.68 | 1208.63 | 611.09 | 1251.68 | 195.28 | 405.11 |
| 4 | 570.75 | 1208.63 | 611.42 | 1185.9 | 195.52 | 407.36 |
| 5 | 570.83 | 1155.23 | 611.48 | 1190.7 | 195.89 | 405.84 |
| 6 | 570.9 | 1156.58 | 611.78 | 1245.15 | 195.91 | 407.12 |
| 7 | 571.05 | 1154.4 | 611.93 | 1239.68 | 196.16 | 413.05 |
| 8 | 571.19 | 1153.8 | 612.15 | 1246.5 | 196.45 | 412.24 |
| 9 | 571.21 | 1159.43 | 612.31 | 1246.65 | 196.48 | 410.73 |
| 10 | 571.35 | 1170.3 | 612.38 | 1244.18 | 196.56 | 409.12 |
| Mode | M1 | M2 | M3 | ||||||
| Time limit |
Cost reduction(%) |
CE reduction (%) |
Time limit |
Cost reduction(%) |
CE reduction(%) |
Time limit |
Cost reduction(%) |
CE reduction(%) |
|
| 1 | F | 1.64 | 0.43 | T | 23.24 | 52.85 | T | 22.13 | 49.66 |
| 2 | T | 1.56 | 0.18 | T | 23.04 | 51.22 | T | 22.13 | 46.74 |
| 3 | T | 1.52 | 0.11 | T | 23.00 | 51.13 | T | 22.10 | 46.61 |
| 4 | T | 1.51 | 0.11 | T | 23.00 | 51.13 | T | 22.09 | 46.61 |
| 5 | F | 1.54 | 0.47 | T | 23.16 | 52.84 | T | 22.05 | 49.63 |
| 6 | F | 1.52 | 0.42 | T | 23.14 | 52.79 | T | 22.04 | 49.56 |
| 7 | F | 1.50 | 0.61 | T | 23.12 | 52.88 | T | 22.02 | 49.65 |
| 8 | F | 1.48 | 0.31 | T | 23.12 | 52.87 | T | 22.00 | 49.74 |
| 9 | F | 1.47 | 0.18 | T | 23.10 | 52.68 | T | 22.00 | 49.43 |
| 10 | F | 1.45 | -0.53 | T | 23.07 | 52.26 | T | 21.98 | 48.93 |
| Average | 1.52 | 0.23 | - | 23.10 | 52.27 | - | 22.05 | 48.66 | |
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