| Issue |
MATEC Web of Conferences
Volume 40, 2016
2015 International Conference on Mechanical Engineering and Electrical Systems (ICMES 2015)
|
|
|---|---|---|
| Article Number | 05004 | |
| Number of page(s) | 4 | |
| Section | Thermal theory and application | |
| DOI | https://doi.org/10.1051/matecconf/20164005004 | |
| Published online | 29 January 2016 | |
Definition of the Heat Resistance of Three-layer Ferroconcrete Panel
1 JSC «NIIMosstroy», Moscow, Russia, 119192, Moscow, Vinnitskaya Street, house 8
2 JSC «Insolar-Energo», Moscow, Russia, 121433, Moscow, Filevskaya Street, house 32, building 3
3 «JSC -INVEST», Moscow, Russia, 121433, Moscow, Filevskaya Street, house 32, building 3
4 «JSC -Energo», Moscow, Russia, 121433, Moscow, Filevskaya Street, house 32, building 3
5 Department of Economics and Managing the City Construction, Engineering and Economic Faculty of the Russian Plekhanov Economic Academy, Russia, 115054, Moscow
This work describes the method of calculation of resistance referred to heat transfer of fencing in construction of an edifice with an example of a tree-layered ferroconcrete panel. In the limits of a final element program medium, a numerical modeling of stationary distributions of temperature fields and heat flows of panels of a type story of an apartment house have been conducted. On the basis of the results of numeral modeling the value of resistances to heat transfer and of the factors of termotechnical uniformity of panels are calculated.
© Owned by the authors, published by EDP Sciences, 2016
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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