"V\u00FDpo\u010Det teploty v kluzn\u00E9 sp\u00E1\u0159e navr\u017Een\u00E9 jako sou\u010D\u00E1st z\u00E1kladov\u00E9 konstrukce" . . . "V\u00FDpo\u010Det teploty v kluzn\u00E9 sp\u00E1\u0159e navr\u017Een\u00E9 jako sou\u010D\u00E1st z\u00E1kladov\u00E9 konstrukce" . "V p\u0159\u00EDpad\u011B o\u010Dek\u00E1van\u00FDch vodorovn\u00FDch deformac\u00ED ter\u00E9nu nebo z\u00E1kladov\u00E9 konstrukce je mo\u017En\u00E9 pro eliminaci vnit\u0159n\u00EDch sil v d\u016Fsledku t\u0159en\u00ED pou\u017E\u00EDt asfaltovou reologickou kluznou sp\u00E1ru. Vlastnosti asfaltu jsou v\u0161ak z\u00E1visl\u00E9 na teplot\u011B. V literatu\u0159e je mo\u017En\u00E9 vyhledat data s odhadovan\u00FDmi teplotami v z\u00E1kladov\u00E9 sp\u00E1\u0159e, p\u0159esto pro up\u0159esn\u011Bn\u00ED o\u010Dek\u00E1van\u00FDch teplot bylo provedeno m\u011B\u0159en\u00ED teploty v z\u00E1kladov\u00E9 desce v budov\u011B pro superpo\u010D\u00EDta\u010D v are\u00E1lu V\u0160B \u2013TU Ostrava. V \u010Dl\u00E1nku jsou porovn\u00E1ny nam\u011B\u0159en\u00E9 a vypo\u010Dten\u00E9 teploty pro prvn\u00ED dny po vybetonov\u00E1n\u00ED z\u00E1kladov\u00E9 konstrukce. Krom\u011B teploty venkovn\u00EDho prost\u0159ed\u00ED se uva\u017Euje tak\u00E9 s v\u00FDznamn\u00FDm vlivem hydrata\u010Dn\u00EDho tepla."@cs . . . . "Calculation of temperature in sliding joint designed as a part of foundation structure"@en . . "\u010Cajka, Radim" . "Calculation of temperature in sliding joint designed as a part of foundation structure"@en . "RIV/61989100:27120/14:86092808" . . "27120" . "Sliding joint, foundation structure, temperature measurement, temperature calculation"@en . "Mate\u010Dkov\u00E1, Pavl\u00EDna" . "V p\u0159\u00EDpad\u011B o\u010Dek\u00E1van\u00FDch vodorovn\u00FDch deformac\u00ED ter\u00E9nu nebo z\u00E1kladov\u00E9 konstrukce je mo\u017En\u00E9 pro eliminaci vnit\u0159n\u00EDch sil v d\u016Fsledku t\u0159en\u00ED pou\u017E\u00EDt asfaltovou reologickou kluznou sp\u00E1ru. Vlastnosti asfaltu jsou v\u0161ak z\u00E1visl\u00E9 na teplot\u011B. V literatu\u0159e je mo\u017En\u00E9 vyhledat data s odhadovan\u00FDmi teplotami v z\u00E1kladov\u00E9 sp\u00E1\u0159e, p\u0159esto pro up\u0159esn\u011Bn\u00ED o\u010Dek\u00E1van\u00FDch teplot bylo provedeno m\u011B\u0159en\u00ED teploty v z\u00E1kladov\u00E9 desce v budov\u011B pro superpo\u010D\u00EDta\u010D v are\u00E1lu V\u0160B \u2013TU Ostrava. V \u010Dl\u00E1nku jsou porovn\u00E1ny nam\u011B\u0159en\u00E9 a vypo\u010Dten\u00E9 teploty pro prvn\u00ED dny po vybetonov\u00E1n\u00ED z\u00E1kladov\u00E9 konstrukce. Krom\u011B teploty venkovn\u00EDho prost\u0159ed\u00ED se uva\u017Euje tak\u00E9 s v\u00FDznamn\u00FDm vlivem hydrata\u010Dn\u00EDho tepla." . . . "6"^^ . . "Fojt\u00EDk, Roman" . "CZ - \u010Cesk\u00E1 republika" . "3"^^ . . "RIV/61989100:27120/14:86092808!RIV15-MSM-27120___" . "3"^^ . . "V\u00FDpo\u010Det teploty v kluzn\u00E9 sp\u00E1\u0159e navr\u017Een\u00E9 jako sou\u010D\u00E1st z\u00E1kladov\u00E9 konstrukce"@cs . "In case of expected horizontal deformation of subsoil or foundation structure it is possible to use rheological asphalt sliding joint to eliminate internal forces caused with friction. Material characteristics of asphalt are temperature sensitive. In science literature it is possible to find data with temperatures expected in footing bottom, however it was decided to complement this information with temperatures measured in-situ in foundation slab for super-computer building in campus of VSB-Technical University of Ostrava. In the paper measured and calculated temperatures are compared for the first days after concreting the foundation structure. Besides the temperature of environment also significant influence of heat of cement hydration are taken into account."@en . "2014" . . "54542" . "Sborn\u00EDk v\u011Bdeck\u00FDch prac\u00ED V\u0160B-TUO, \u0159ada stavebn\u00ED" . "1" . "V" . . "1213-1962" . . "[0E31C428C5FC]" . . "V\u00FDpo\u010Det teploty v kluzn\u00E9 sp\u00E1\u0159e navr\u017Een\u00E9 jako sou\u010D\u00E1st z\u00E1kladov\u00E9 konstrukce"@cs . .