Stropní ŽB deska v průmyslovém objektu
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B
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Vysoké učení technické v Brně. Fakulta stavební
Abstract
Bakalárska práca sa zaoberá spojitými železobetónovými krížom vystuženými stropnými doskami o štvorcovom pôdoryse. Nosnú konštrukciu tvoria železobetónové stĺpy s masívnymi prievlakmi. Jedná sa o železobetónový skelet. Práca rieši rôzne prístupy k výpočtovým modelom a ich následné porovnanie. V práci sú porovnané ručné modely s modelmi s programu SCIA Engineer 16.0. Cieľom bolo vystužiť dosky efektívne a stanoviť približné premenné zaťaženie, ktoré sa mohlo počas prevádzky na doskách nachádzať. V nadväznosti na nameraný priehyb do popredia vystupuje aj zistenie výstuže, ktorá by sa v týchto doskách mohla nachádzať. Ostatné časti objektu práca nerieši.
The thesis is focused on the reinforced concrete slabs crosswise armed on a square plan. The supporting structure is made of reinforced concrete columns with massive bearers. It is a reinforced armoured concrete skeleton. The thesis solves various approaches to the computational models and their subsequent comparison. The hand-operated models with models with SCIA engineer 16.0 are compared in the work. The goal was to reinforce the slabs efficiently and determine the approximate variable load pressure that could be encountered during operation. Depending on the measured deflection, it is also important to find the reinforcement that might be present in these slabs. Other parts of the object are not concerned in this work.
The thesis is focused on the reinforced concrete slabs crosswise armed on a square plan. The supporting structure is made of reinforced concrete columns with massive bearers. It is a reinforced armoured concrete skeleton. The thesis solves various approaches to the computational models and their subsequent comparison. The hand-operated models with models with SCIA engineer 16.0 are compared in the work. The goal was to reinforce the slabs efficiently and determine the approximate variable load pressure that could be encountered during operation. Depending on the measured deflection, it is also important to find the reinforcement that might be present in these slabs. Other parts of the object are not concerned in this work.
Description
Keywords
Ohybový moment, zaťaženie, výstuš, železobetón, doska, medzný stav únosnosti, medzný stav použiteľnosti, priehyb, trhliny, ideálny prierez, prierez s trhlinou., Bending moment, load, reinforcement, reinforced concrete, slab, limit of load, limit point of serviceability, deflection, disruption, ideal cross-section, cross-section with disruption.
Citation
REVAYOVÁ, V. Stropní ŽB deska v průmyslovém objektu [online]. Brno: Vysoké učení technické v Brně. Fakulta stavební. 2017.
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Document version
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cs
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Konstrukce a dopravní stavby
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Date of acceptance
2017-06-14
Defence
Result of defence
práce byla úspěšně obhájena
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Standardní licenční smlouva - přístup k plnému textu bez omezení