LIGHT HIGH PERFORMANCE CONCRETE

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F06%3APU58493" target="_blank" >RIV/00216305:26110/06:PU58493 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

LIGHT HIGH PERFORMANCE CONCRETE

Popis výsledku v původním jazyce

The manufacture of Light Pumpcrete and Light Self Compacting Concrete (LSCC) which is discussed in this paper extends in the present time. The function of structural dense light concrete is the carrying capacity and the main demand is the sufficient strength under utilization of low volume mass. The light concrete from lightweight porous aggregates has from technological point of view in comparison with normal concrete certain differences, which should be respected in design, manufacture and placing. These differences are especially different conditions when pumping light concrete in comparison with normal concrete and they are given with elevated water absorption of lightweight aggregates especially under pressure. The problem with LSCC during designis not only the mentioned water absorption of aggregates but even the low volume mass. LSCC utilizes its own weight for flow and when light-weight aggregates are used, it has not enough high internal kinetic energy, in comparison with con

Název v anglickém jazyce

LIGHT HIGH PERFORMANCE CONCRETE

Popis výsledku anglicky

The manufacture of Light Pumpcrete and Light Self Compacting Concrete (LSCC) which is discussed in this paper extends in the present time. The function of structural dense light concrete is the carrying capacity and the main demand is the sufficient strength under utilization of low volume mass. The light concrete from lightweight porous aggregates has from technological point of view in comparison with normal concrete certain differences, which should be respected in design, manufacture and placing. These differences are especially different conditions when pumping light concrete in comparison with normal concrete and they are given with elevated water absorption of lightweight aggregates especially under pressure. The problem with LSCC during designis not only the mentioned water absorption of aggregates but even the low volume mass. LSCC utilizes its own weight for flow and when light-weight aggregates are used, it has not enough high internal kinetic energy, in comparison with con

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2006

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název statě ve sborníku

Proceedings of the 2nd fib Congress

ISBN

88-89972-06-8

ISSN

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e-ISSN

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Počet stran výsledku

2

Strana od-do

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Název nakladatele

Doppiavoce Italy

Místo vydání

Neapol Itálie

Místo konání akce

Neapol

Datum konání akce

5. 6. 2006

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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