"RIV/68407700:21110/14:00229102!RIV15-MSM-21110___" . . "*specifikace beton\u016F vodn\u00EDch n\u00E1dr\u017E\u00ED"@cs . "Praha" . . "3"^^ . "*Concrete classifications of of the water tanks"@en . "Nov\u00E1k, Josef" . . "N" . "*Concrete classifications of of the water tanks"@en . "water tank; concrete classifications; shrinkage; steel reinforcemnt"@en . . "*specifikace beton\u016F vodn\u00EDch n\u00E1dr\u017E\u00ED" . . "Proch\u00E1zka, Jaroslav" . "*specifikace beton\u016F vodn\u00EDch n\u00E1dr\u017E\u00ED"@cs . . . "46544" . . . "*The proposed material parameters were analyzed according to the environmental requirements that have been based on the requirement to verify the function of concrete tanks. The result represents the detailed classification of concrete in view of its strength and level of environmental influences The technical report includes expert studies for the verification of the proposed solution and also for working out variants. The inappropriate material variants, which could cause either significant reduction in durability or structure damage, was eliminated. The final results represents the new solution determined with respect to maximum crack width. The outcome including new concrete specification also guarantees the optimal function of each building sections."@en . . . "*Na z\u00E1klad\u011B po\u017Eadavku ov\u011B\u0159en\u00ED funkce betonov\u00FDch n\u00E1dr\u017E\u00ED byla posuzov\u00E1na volba parametr\u016F navr\u017Een\u00E9ho materi\u00E1lu podle po\u017Eadavk\u016F na prost\u0159ed\u00ED. V\u00FDsledkem bylo detailn\u00ED zat\u0159\u00EDd\u011Bn\u00ED beton\u016F s ohledem na jejich pevnostn\u00ED t\u0159\u00EDdu a stupe\u0148 vlivu prost\u0159ed\u00ED. Posudek zahrnoval odborn\u00E9 studie k ov\u011B\u0159en\u00ED navr\u017Een\u00E9ho \u0159e\u0161en\u00ED a vypracov\u00E1n\u00ED variant. Nevhodn\u00E1 materi\u00E1lov\u00E1 varianta, kter\u00E1 by znamenala v\u00FDrazn\u00E9 zkr\u00E1cen\u00ED \u017Eivotnosti konstrukce nebo po\u0161kozen\u00ED konstrukce byla vylou\u010Dena. V\u00FDsledkem bylo nov\u00E9 \u0159e\u0161en\u00ED stanoven\u00E9 s ohledem na maxim\u00E1ln\u00ED \u0161\u00ED\u0159ku trhlin, kter\u00E9 zaru\u010Duje svou novou specifikac\u00ED beton\u016F optim\u00E1ln\u00ED funk\u010Dnost jednotliv\u00FDch stavebn\u00EDch objekt\u016F." . "[0A58C0C0FF51]" . . "Stavebn\u00ED sdru\u017Een\u00ED U\u010COV Praha" . "21110" . "4"^^ . "Kohoutkov\u00E1, Alena" . "Fl\u00E1dr, Josef" . . "*Na z\u00E1klad\u011B po\u017Eadavku ov\u011B\u0159en\u00ED funkce betonov\u00FDch n\u00E1dr\u017E\u00ED byla posuzov\u00E1na volba parametr\u016F navr\u017Een\u00E9ho materi\u00E1lu podle po\u017Eadavk\u016F na prost\u0159ed\u00ED. V\u00FDsledkem bylo detailn\u00ED zat\u0159\u00EDd\u011Bn\u00ED beton\u016F s ohledem na jejich pevnostn\u00ED t\u0159\u00EDdu a stupe\u0148 vlivu prost\u0159ed\u00ED. Posudek zahrnoval odborn\u00E9 studie k ov\u011B\u0159en\u00ED navr\u017Een\u00E9ho \u0159e\u0161en\u00ED a vypracov\u00E1n\u00ED variant. Nevhodn\u00E1 materi\u00E1lov\u00E1 varianta, kter\u00E1 by znamenala v\u00FDrazn\u00E9 zkr\u00E1cen\u00ED \u017Eivotnosti konstrukce nebo po\u0161kozen\u00ED konstrukce byla vylou\u010Dena. V\u00FDsledkem bylo nov\u00E9 \u0159e\u0161en\u00ED stanoven\u00E9 s ohledem na maxim\u00E1ln\u00ED \u0161\u00ED\u0159ku trhlin, kter\u00E9 zaru\u010Duje svou novou specifikac\u00ED beton\u016F optim\u00E1ln\u00ED funk\u010Dnost jednotliv\u00FDch stavebn\u00EDch objekt\u016F."@cs . . "4"^^ . "RIV/68407700:21110/14:00229102" . . "*specifikace beton\u016F vodn\u00EDch n\u00E1dr\u017E\u00ED" . . . .