| Autor: |
Fiala, Ctislav, Hejl, Jaroslav, Bílek, Vlastimil, Růžička, Jan, Vlach, Tomáš, Novotná, Magdaléna, Hájek, Petr |
| Zdroj: |
Diffusion and Defect Data Part B: Solid State Phenomena; April 2016, Vol. 249 Issue: 1 p301-306, 6p |
| Abstrakt: |
Mechanical properties of high performance concrete (HPC) enable design of subtle structural elements. Subtle HPC frame concept comes from the effort to integrate load bearing elements into building envelope in order to reduce risks of thermal bridges. Substantial advantages of subtle structural elements are material and energy savings during production, transportation, manipulation and assembling. Paper presents preparation and implementation of construction of experimental frame at University Centre UCEEB in Buštěhrad. Individual structural elements were made in prefa plant ŽPSV a.s. in Litice nad Orlicí. Construction of frame prototype is the result of long term research when the vertical and horizontal structural elements and their connections were successively designed and experimentally verified. This article shows experimental results of horizontal load bearing structures - floor panels and beams - in detail. Samples were tested by four-point bending test and also creep of floor panels was measured. Accomplished calculations, experimental verification and analysis have showed that subtle HPC frame is the effective solution from reliability aspects as well as from environmental and economical parameters. Minimal columns cross sections enable their complete implementation into building envelope and they also contribute to high quality architectonic solution of buildings interiors. |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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