. "Technologie vyu\u017Eit\u00ED lehk\u00E9ho betonu pro mostn\u00ED konstrukce" . "OT2012/2" . "The Technology for Lightweight Concrete Application for Bridge Structure."@en . . "Vr\u00E1bl\u00EDk, Luk\u00E1\u0161" . . "173594" . "Technologie vyu\u017Eit\u00ED lehk\u00E9ho betonu pro mostn\u00ED konstrukce"@cs . . . . . . . . "Hamouz, Jan" . "lightweight concrete; bridges; superstructure; formwork; concrete bridge; lightweight bridge"@en . "RIV/68407700:21110/12:00204086" . "[89B21AB821D7]" . . "P\u0159i spr\u00E1vn\u00E9m pou\u017Eit\u00ED lehk\u00E9ho betonu v konstrukci doch\u00E1z\u00ED k celkov\u00FDm \u00FAspor\u00E1m jak na samotn\u00E9 nosn\u00E9 konstrukci, tak na podp\u016Frn\u00FDch konstrukc\u00EDch pro p\u0159enos \u010Derstv\u00E9ho betonu ve f\u00E1zi realizace konstrukce." . . . . . "Technologie vyu\u017Eit\u00ED lehk\u00E9ho betonu pro mostn\u00ED konstrukce" . "21110" . . "RIV/68407700:21110/12:00204086!RIV13-TA0-21110___" . . . . "Technologie vyu\u017Eit\u00ED lehk\u00E9ho betonu pro mostn\u00ED konstrukce"@cs . . "Hanu\u0161, F." . "Quite versatile technology for lightweight concrete for using in bridge construction was developed. Procedures for the identification of material characteristics were proposed, also methods for derivation of parameters to describe the long-term behaviour of lightweight concrete structures were described and methods of computational analysis. Described are also the specifics of lightweight concrete casting due to pumpability problems associated with concrete to ensure the guaranteed properties. The developed technology was successfully applied in the construction of the bridge structure on highway R6 near Karlovy Vary. Significant savings are achieved mainly through the reduction of self-weight and thus reduced demands on the supporting structure during construction."@en . "P(TA01031920)" . . . "2"^^ . "The Technology for Lightweight Concrete Application for Bridge Structure."@en . "Vytvo\u0159ena byla zcela univerz\u00E1ln\u00ED technologie pro vyu\u017Eit\u00ED lehk\u00E9ho betonu v mostn\u00EDm stavitelstv\u00ED. Detailn\u011B jsou navr\u017Eeny postupy pro zji\u0161\u0165ov\u00E1n\u00ED materi\u00E1lov\u00FDch charakteristik, odvozen\u00ED parametr\u016F pro popis dlouhodob\u00E9ho chov\u00E1n\u00ED konstrukc\u00ED z lehk\u00E9ho betonu a metodiky v\u00FDpo\u010Detn\u00ED anal\u00FDzy. Pops\u00E1ny jsou i specifika ukl\u00E1d\u00E1n\u00ED lehk\u00E9ho betonu spojen\u00E9 s problematikou \u010Derpatelnosti betonov\u00E9 sm\u011Bsi a zaru\u010Den\u00ED garantovan\u00FDch vlastnost\u00ED. technologie byla \u00FAsp\u011B\u0161n\u011B aplikov\u00E1na p\u0159i v\u00FDstavb\u011B mostn\u00ED konstrukce na rachlostn\u00ED komunikaci R6 u Karlov\u00FDch var\u016F. V\u00FDznamn\u00E9 \u00FAspory jsou dosa\u017Eeny hlavn\u011B d\u00EDky redukci vlastn\u00ED t\u00EDhy konstrukce a t\u00EDm i zmen\u0161en\u00FDm n\u00E1rok\u016Fm na podp\u016Frn\u00E9 konstrukce b\u011Bhem v\u00FDstavby." . "3"^^ . "P\u0159i pou\u017Eit\u00ED lehk\u00E9ho betonu doch\u00E1z\u00ED k v\u00FDrazn\u00E9 redukci vlastn\u00ED t\u00EDhy konstrukce - objemov\u00E1 hmotnost lehk\u00E9ho betonu je cca 1800 kg/m3. Nev\u00FDhodou jeni\u017E\u0161\u00ED modul pru\u017Enosti - cca 20 MPa, co\u017E je nutn\u00E9 zohlednit v n\u00E1vrhu konstrukce zejm\u00E9na s ohledem na jej\u00ED deformace." . "Vytvo\u0159ena byla zcela univerz\u00E1ln\u00ED technologie pro vyu\u017Eit\u00ED lehk\u00E9ho betonu v mostn\u00EDm stavitelstv\u00ED. Detailn\u011B jsou navr\u017Eeny postupy pro zji\u0161\u0165ov\u00E1n\u00ED materi\u00E1lov\u00FDch charakteristik, odvozen\u00ED parametr\u016F pro popis dlouhodob\u00E9ho chov\u00E1n\u00ED konstrukc\u00ED z lehk\u00E9ho betonu a metodiky v\u00FDpo\u010Detn\u00ED anal\u00FDzy. Pops\u00E1ny jsou i specifika ukl\u00E1d\u00E1n\u00ED lehk\u00E9ho betonu spojen\u00E9 s problematikou \u010Derpatelnosti betonov\u00E9 sm\u011Bsi a zaru\u010Den\u00ED garantovan\u00FDch vlastnost\u00ED. technologie byla \u00FAsp\u011B\u0161n\u011B aplikov\u00E1na p\u0159i v\u00FDstavb\u011B mostn\u00ED konstrukce na rachlostn\u00ED komunikaci R6 u Karlov\u00FDch var\u016F. V\u00FDznamn\u00E9 \u00FAspory jsou dosa\u017Eeny hlavn\u011B d\u00EDky redukci vlastn\u00ED t\u00EDhy konstrukce a t\u00EDm i zmen\u0161en\u00FDm n\u00E1rok\u016Fm na podp\u016Frn\u00E9 konstrukce b\u011Bhem v\u00FDstavby."@cs . . "http://concrete.fsv.cvut.cz/~vrablik/" .