"3"^^ . . "3"^^ . "Laboratorn\u00ED za\u0159\u00EDzen\u00ED je vyu\u017Eiv\u00E1no pro \u0159e\u0161en\u00ED v\u00FDzkumn\u00FDch \u00FAkol\u016F na FAST, V\u0160B TUO" . . "V sou\u010Dasn\u00E9 dob\u011B nen\u00ED licen\u010Dn\u00ED smlouva s jin\u00FDm subjektem uzav\u0159ena" . . . "Princip n\u00E1vrhu laboratorn\u00EDho za\u0159\u00EDzen\u00ED pro zkou\u0161en\u00ED p\u0159etvo\u0159en\u00ED a napjatosti kluzn\u00FDch sp\u00E1r ve smyku spo\u010D\u00EDv\u00E1 v tom, \u017Ee mezi trojici betonov\u00FDch blok\u016F o rozm\u011Brech 300 x 300 x 100 mm jsou sev\u0159eny vzorky asfaltov\u00E9ho p\u00E1su \u010Di jin\u00E9 vhodn\u00E9 kluzn\u00E9 vrstvy. Cel\u00FD tento zku\u0161ebn\u00ED blok je um\u00EDst\u011Bn ve vlastn\u00EDm laboratorn\u00EDm zku\u0161ebn\u00EDm za\u0159\u00EDzen\u00ED. V prvn\u00ED f\u00E1zi je vneseno hydraulick\u00FDm lisem p\u0159es ocelovou rozn\u00E1\u0161ec\u00ED desku svisl\u00E9 nap\u011Bt\u00ED, p\u0159edstavuj\u00EDc\u00ED p\u0159it\u00ED\u017Een\u00ED z\u00E1kladu horn\u00ED stavbou. Svisl\u00E9 zat\u00ED\u017Een\u00ED z\u016Fst\u00E1v\u00E1 konstantn\u00ED po celou dobu zkou\u0161ky. V tomto stavu se cel\u00FD blok ponech\u00E1 po ur\u010Ditou dobu, aby mohlo prob\u011Bhnout prvotn\u00ED dotvarov\u00E1n\u00ED asfaltov\u00FDch p\u00E1s\u016F a p\u0159ede\u0161lo se tak nejv\u011Bt\u0161\u00EDm \u00FAbytk\u016Fm svisl\u00E9ho nap\u011Bt\u00ED po zbytek zkou\u0161ky. Zpravidla jsou v tomto stavu vzorky zkou\u0161en\u00FDch p\u00E1s\u016F ponech\u00E1ny po dobu 24 hodin, p\u0159i\u010Dem\u017E v samotn\u00E9m pr\u016Fb\u011Bhu vlastn\u00ED zkou\u0161ky je nezbytn\u00E9 vyrovn\u00E1vat po\u017Eadovanou hodnotu svisl\u00E9ho nap\u011Bt\u00ED jen minim\u00E1ln\u011B. Horn\u00ED a spodn\u00ED blok jsou ve zku\u0161ebn\u00EDm za\u0159\u00EDzen\u00ED fixov\u00E1ny tak, aby nemohlo doj\u00EDt k jejich posunut\u00ED. Po f\u00E1zi prim\u00E1rn\u00EDho do"@cs . . . "Cepek, V\u00E1clav" . . "Ma\u0148\u00E1sek, Petr" . "Princip n\u00E1vrhu laboratorn\u00EDho za\u0159\u00EDzen\u00ED pro zkou\u0161en\u00ED p\u0159etvo\u0159en\u00ED a napjatosti kluzn\u00FDch sp\u00E1r ve smyku spo\u010D\u00EDv\u00E1 v tom, \u017Ee mezi trojici betonov\u00FDch blok\u016F o rozm\u011Brech 300 x 300 x 100 mm jsou sev\u0159eny vzorky asfaltov\u00E9ho p\u00E1su \u010Di jin\u00E9 vhodn\u00E9 kluzn\u00E9 vrstvy. Cel\u00FD tento zku\u0161ebn\u00ED blok je um\u00EDst\u011Bn ve vlastn\u00EDm laboratorn\u00EDm zku\u0161ebn\u00EDm za\u0159\u00EDzen\u00ED. V prvn\u00ED f\u00E1zi je vneseno hydraulick\u00FDm lisem p\u0159es ocelovou rozn\u00E1\u0161ec\u00ED desku svisl\u00E9 nap\u011Bt\u00ED, p\u0159edstavuj\u00EDc\u00ED p\u0159it\u00ED\u017Een\u00ED z\u00E1kladu horn\u00ED stavbou. Svisl\u00E9 zat\u00ED\u017Een\u00ED z\u016Fst\u00E1v\u00E1 konstantn\u00ED po celou dobu zkou\u0161ky. V tomto stavu se cel\u00FD blok ponech\u00E1 po ur\u010Ditou dobu, aby mohlo prob\u011Bhnout prvotn\u00ED dotvarov\u00E1n\u00ED asfaltov\u00FDch p\u00E1s\u016F a p\u0159ede\u0161lo se tak nejv\u011Bt\u0161\u00EDm \u00FAbytk\u016Fm svisl\u00E9ho nap\u011Bt\u00ED po zbytek zkou\u0161ky. Zpravidla jsou v tomto stavu vzorky zkou\u0161en\u00FDch p\u00E1s\u016F ponech\u00E1ny po dobu 24 hodin, p\u0159i\u010Dem\u017E v samotn\u00E9m pr\u016Fb\u011Bhu vlastn\u00ED zkou\u0161ky je nezbytn\u00E9 vyrovn\u00E1vat po\u017Eadovanou hodnotu svisl\u00E9ho nap\u011Bt\u00ED jen minim\u00E1ln\u011B. Horn\u00ED a spodn\u00ED blok jsou ve zku\u0161ebn\u00EDm za\u0159\u00EDzen\u00ED fixov\u00E1ny tak, aby nemohlo doj\u00EDt k jejich posunut\u00ED. Po f\u00E1zi prim\u00E1rn\u00EDho do" . . "Design, development and production of laboratory equipment for testing of deformation and state of stress of rheological sliding joints exposed to the shear forces"@en . "P(1M0579)" . "021/22-12-2009_F." . "N\u00E1vrh, v\u00FDvoj a v\u00FDroba laboratorn\u00EDho za\u0159\u00EDzen\u00ED pro zkou\u0161en\u00ED p\u0159etvo\u0159en\u00ED a napjatosti kluzn\u00FDch sp\u00E1r ve smyku" . "Design, development and production of laboratory equipment for testing of deformation and state of stress of rheological sliding joints exposed to the shear forces"@en . "[D13AD9C18994]" . "N\u00E1vrh, v\u00FDvoj a v\u00FDroba laboratorn\u00EDho za\u0159\u00EDzen\u00ED pro zkou\u0161en\u00ED p\u0159etvo\u0159en\u00ED a napjatosti kluzn\u00FDch sp\u00E1r ve smyku" . . . . "328731" . "Laboratory testing equipment; deformation; shear stress; asphalt felts; sliding joints; rheological properties"@en . . . . . "Principle of laboratory equipment for testing of deformation and state of stress of rheological sliding joints exposed to the shear forces consists in following: samples of asphalt felt or alternative sliding joint are gripped between three concrete blocks of dimensions 300 x 300 x 100 mm. The whole testing block is located in the laboratory equipment. Firstly, vertical stress representing the load of a foundation by upper structure is brought through the steel spread plate using hydraulic jack. The vertical load remains constant all along the experiment. The whole block is kept in the first stadium for particular period (usually 24 hours) while primary creep is proceeding. This should prevent the largest decrease of vertical stress for the rest of the experiment. Upper and lower blocks are fixed in the testing equipment so their displacement should not occur. After the stadium of primary creep, the middle block is loaded by horizontal force that causes its sliding. The horizontal force is brought in"@en . . "RIV/61989100:27120/09:00021600!RIV10-MSM-27120___" . . . "\u010Cajka, Radim" . . "N\u00E1vrh, v\u00FDvoj a v\u00FDroba laboratorn\u00EDho za\u0159\u00EDzen\u00ED pro zkou\u0161en\u00ED p\u0159etvo\u0159en\u00ED a napjatosti kluzn\u00FDch sp\u00E1r ve smyku"@cs . "N\u00E1vrh, v\u00FDvoj a v\u00FDroba laboratorn\u00EDho za\u0159\u00EDzen\u00ED pro zkou\u0161en\u00ED p\u0159etvo\u0159en\u00ED a napjatosti kluzn\u00FDch sp\u00E1r ve smyku"@cs . . . . "RIV/61989100:27120/09:00021600" . "27120" . "V\u0160B TU, FAST, Laborato\u0159 katedry konstrukc\u00ED" . . .