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A peer-reviewed article of this preprint also exists.
This version is not peer-reviewed
Submitted:
28 July 2023
Posted:
31 July 2023
You are already at the latest version
Layers | Material name | Thermal conductivity (W/m·K) | Density (kg/m3) | Specific heat capacity(J/kg·K) | Thickness (mm) |
---|---|---|---|---|---|
1 | Waterproof layer | 0.23 | 900 | 1620 | 5 |
2 | Cement mortar | 0.93 | 1800 | 1050 | 20 |
3 | EPS | 0.039 | 25 | 1380 | 30 |
4 | Cement mortar | 0.93 | 1800 | 1050 | 20 |
5 | Cement slag | 0.26 | 900 | 920 | 100 |
6 | Reinforced concrete | 1.74 | 2500 | 920 | 120 |
7 | Cement mortar | 0.93 | 1800 | 1050 | 25 |
Typical city | Number of days for average temperature > 5℃ | Cooling load without insulation (MW/m2) | Cooling load With insulation (MW/m2) |
---|---|---|---|
Xining | 0-30 | - | - |
Urumqi | 112-194 | 211.514328 | 64.965168 |
Harbin | 55-122 | 186.863112 | 58.068504 |
Zhengzhou | 143-192 | 496.436294 | 149.47992 |
Changsha | 121-253 | 518.710788 | 158.03532 |
Guiyang | 173-224 | 399.005784 | 122.57575 |
Haikou | 289-352 | 1017.59494 | 312.38114 |
Insulation type | Insulation stage | Carbon emissions(tCO2e/m3) | Carbon emission cost (USD/m3) |
---|---|---|---|
EPS | Production | 4.5E-01 | 3.73E+00 |
Transportation | 2.1E-05 | 1.73E-04 | |
Construction | 5.6E-04 | 4.60E-03 | |
Demolition | 5.0E-04 | 4.11E-03 | |
Disposal stage | 7.0E-05 | 5.75E-04 | |
Total | 4.51E-01 | 3.74E+00 | |
XPS | Production | 6.3E-01 | 5.22E+00 |
Transportation | 2.9E-05 | 2.39E-04 | |
Construction | 5.6E-04 | 4.6E-03 | |
Demolition | 5.0E-04 | 4.11E-03 | |
Disposal stage | 9.7E-05 | 7.98E-04 | |
Total | 6.31E-01 | 5.23E+00 | |
PU | Production | 7.5E-01 | 6.22E+00 |
Transportation | 2.9E-05 | 2.39E-04 | |
Construction | 5.6E-04 | 4.6E-03 | |
Demolition | 5.0E-04 | 4.11E-03 | |
Disposal stage | 8.3E-05 | 6.83E-04 | |
Total | 7.51E-01 | 6.23E+00 | |
RW | Production | 5.5E-01 | 4.56E+00 |
Transportation | 4.8E-05 | 3.94E-04 | |
Construction | 4.6E-04 | 3.78E-03 | |
Demolition | 4.1E-04 | 3.38E-03 | |
Disposal stage | 1.6E-05 | 1.31E-04 | |
Total | 5.51E-01 | 4.57E+00 |
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