. "\u010CNDT" . . . . "Bro\u017Eovsk\u00FD, Ji\u0159\u00ED" . "[5F706F095E16]" . . . . "P\u0159i stavebn\u011B technick\u00FDch pr\u016Fzkumech zd\u011Bn\u00FDch konstrukc\u00EDch se setk\u00E1v\u00E1me s pot\u0159ebou ur\u010Den\u00ED pevnostn\u00EDch charakteristik zd\u011Bn\u00FDch kusov\u00FDch materi\u00E1l\u016F. V \u010CSN 73 0038 v \u010Dl. 3.1.6 jsou definov\u00E1ny podm\u00EDnky, kdy je nezbytn\u00E9 ov\u011B\u0159it vlastnosti materi\u00E1l\u016F zkou\u0161kami. V p\u0159\u00EDloze P3.2.2. bod 2) se p\u0159ipou\u0161t\u00ED zji\u0161\u0165ov\u00E1n\u00ED pevnost\u00ED s vyu\u017Eit\u00EDm nedestruktivn\u00EDch metod zkou\u0161en\u00ED za p\u0159edpokladu, \u017Ee jsou k dispozici pot\u0159ebn\u00E9 kalibra\u010Dn\u00ED vztahy. Na rozd\u00EDl od nedestruktivn\u00EDch metod zkou\u0161en\u00ED betonu nejsou zku\u0161ebn\u00ED metody pro cihl\u00E1\u0159sk\u00E9 v\u00FDrobky kodifikov\u00E1ny v p\u0159\u00EDslu\u0161n\u00ED \u010CSN a nejsou tud\u00ED\u017E i k dispozici pot\u0159ebn\u00E9 kalibra\u010Dn\u00ED vztahy."@cs . "The use of non-destructive methods for testing of compressive strength of bricks built in to construction"@en . "2003-01-01+01:00"^^ . . . "Brno" . "NEUVEDEN" . . "VYU\u017DIT\u00CD NEDESTRUKTIVN\u00CDCH METOD ZKOU\u0160EN\u00CD PRO ZJI\u0160\u0164OV\u00C1N\u00CD PEVNOSTI V TLAKU CIHEL PLN\u00DDCH ZABUDOVAN\u00DDCH V KONSTRUKCI"@cs . . . "VYU\u017DIT\u00CD NEDESTRUKTIVN\u00CDCH METOD ZKOU\u0160EN\u00CD PRO ZJI\u0160\u0164OV\u00C1N\u00CD PEVNOSTI V TLAKU CIHEL PLN\u00DDCH ZABUDOVAN\u00DDCH V KONSTRUKCI"@cs . "The use of non-destructive methods for testing of compressive strength of bricks built in to construction"@en . "26110" . "The paper deals with evaluation of utility of non-destructive testing methods for determination of compressive strength of full bricks built in to wall. For practical utilization there are suitable hardness testing methods, for example: Schidt hardness tester type LB and also Waitzman hardness tester. The utilization of dynamic testing methods is questionable, because the results are influenced by faults in ceramic material. The faults have strong influence on speed parameters of ultrasonic pulses and frequency, but influence on real compressive strength does not correspond with correlation parameters of nondestructive testing."@en . . "5"^^ . "VYU\u017DIT\u00CD NEDESTRUKTIVN\u00CDCH METOD ZKOU\u0160EN\u00CD PRO ZJI\u0160\u0164OV\u00C1N\u00CD PEVNOSTI V TLAKU CIHEL PLN\u00DDCH ZABUDOVAN\u00DDCH V KONSTRUKCI" . "VYU\u017DIT\u00CD NEDESTRUKTIVN\u00CDCH METOD ZKOU\u0160EN\u00CD PRO ZJI\u0160\u0164OV\u00C1N\u00CD PEVNOSTI V TLAKU CIHEL PLN\u00DDCH ZABUDOVAN\u00DDCH V KONSTRUKCI" . . "1"^^ . "P\u0159i stavebn\u011B technick\u00FDch pr\u016Fzkumech zd\u011Bn\u00FDch konstrukc\u00EDch se setk\u00E1v\u00E1me s pot\u0159ebou ur\u010Den\u00ED pevnostn\u00EDch charakteristik zd\u011Bn\u00FDch kusov\u00FDch materi\u00E1l\u016F. V \u010CSN 73 0038 v \u010Dl. 3.1.6 jsou definov\u00E1ny podm\u00EDnky, kdy je nezbytn\u00E9 ov\u011B\u0159it vlastnosti materi\u00E1l\u016F zkou\u0161kami. V p\u0159\u00EDloze P3.2.2. bod 2) se p\u0159ipou\u0161t\u00ED zji\u0161\u0165ov\u00E1n\u00ED pevnost\u00ED s vyu\u017Eit\u00EDm nedestruktivn\u00EDch metod zkou\u0161en\u00ED za p\u0159edpokladu, \u017Ee jsou k dispozici pot\u0159ebn\u00E9 kalibra\u010Dn\u00ED vztahy. Na rozd\u00EDl od nedestruktivn\u00EDch metod zkou\u0161en\u00ED betonu nejsou zku\u0161ebn\u00ED metody pro cihl\u00E1\u0159sk\u00E9 v\u00FDrobky kodifikov\u00E1ny v p\u0159\u00EDslu\u0161n\u00ED \u010CSN a nejsou tud\u00ED\u017E i k dispozici pot\u0159ebn\u00E9 kalibra\u010Dn\u00ED vztahy." . "2"^^ . . "bricks, testing, non destructice methods"@en . "RIV/00216305:26110/03:PU39683!RIV11-MSM-26110___" . "RIV/00216305:26110/03:PU39683" . "634661" . "V" . "Non-destructice testing of civil material and constructions" .