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Research on the New Construction Industrialization Platform Based on Computing Technology

  
17 mars 2025
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Figure 1.

Characteristics of new construction industry
Characteristics of new construction industry

Figure 2.

Framework of the new construction industrialization platform
Framework of the new construction industrialization platform

Figure 3.

Structure construction safety analysis framework
Structure construction safety analysis framework

Figure 4.

The utilization ratio of the two algorithms
The utilization ratio of the two algorithms

Figure 5.

Verification example component number diagram
Verification example component number diagram

Figure 6.

Security key component recognition results
Security key component recognition results

Figure 7.

Temperature and humidity monitoring of engineering equipment
Temperature and humidity monitoring of engineering equipment

Construction cost management of engineering projects

Application Item Budget cost Actual cost
Personnel management Norm number 392417man-hours 284152man-hours
Fixed manual 82yuan/man-hours 147yuan/man-hours
Labor budget 32178194yuan 42231852 yuan
Material management Budget reinforcement 10152t (4000yuan/t) Total:40608000yuan 9042t (3800yuan/t) Total:34359600yuan
Commodity concrete 46200m3 (420yuan/ m3) Total:19404000yuan 41250m3 (360yuan/ m3) Total:14850000yuan
Mechanical management Tower crane 3360000yuan Introduce the intelligent and interforce mechanical management and find zero effectively, The fault of the parts, the overall service life of the equipment, the actual cost of the equipment is 8028340 yuan.
Pump car 558000yuan
Excavator 8150000yuan
Other 803500yuan
Total Cost 105061694yuan 99469792yuan

The optimal comparison results of different algorithms

Algorithm Utilization ratio (%) Utilization standard deviation (%) Schedule time (s) Schedule time Standard deviation (s)
GA 87.24 0.92 582.1 6.42
TGA 88.06 0.88 574.9 7.23
TGSA 89.75 0.73 579.8 8.37
GWO 90.38 0.69 552.4 9.04
TGWO 91.24 0.54 554.3 8.45
DSSA 89.48 0.47 558.6 4.31
TDSSA 92.51 0.51 452.4 5.26
Ours 96.79 0.48 489.5 6.18

The size and number of rectangular parts

No Material Length/mm Width/mm Quantity
1-A1 Q345B 880 200 10
1-A2 Q345B 580 500 10
1-A3 Q345B 185 350 10
2-B1 Q345B 250 260 10
2-B2 Q345B 1200 210 10
3-C1 Q345B 340 790 10
3-C2 Q345B 120 215 10
4-D1 Q345B 450 235 10
4-D2 Q345B 1000 565 10
4-D3 Q345B 400 180 10
5-E1 Q345B 180 340 10
5-E2 Q345B 830 420 10

Performance comparison of two algorithms

No. Average Worst Best STD. Time(ms)
BFP Ours BFP Ours BFP Ours BFP Ours BFP Ours
10 0.879 0.923 0.563 0.574 1.000 1.000 0.095 0.064 2.03 2.48
30 0.883 0.935 0.689 0.785 0.985 1.000 0.043 0.028 2.71 4.24
50 0.918 0.946 0.672 0.862 0.973 0.995 0.031 0.015 3.69 7.51
80 0.906 0.938 0.661 0.717 0.972 0.983 0.065 0.023 5.82 9.65
120 0.823 0.906 0.623 0.764 0.959 0.969 0.073 0.037 9.44 13.37
160 0.807 0.879 0.635 0.726 0.931 0.952 0.066 0.042 12.16 18.73
220 0.792 0.871 0.628 0.735 0.971 0.983 0.065 0.029 23.58 42.19
250 0.776 0.868 0.631 0.729 0.969 0.976 0.082 0.051 59.37 103.26
Means 0.848 0.908 0.638 0.737 0.970 0.982 0.065 0.036 14.85 25.18