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Od prvk\\u016f nespojovan\\u00fdch se li\\u0161\\u00ed t\\u00edm, \\u017ee \\u010deln\\u00ed plochy r\\u00e1m\\u016f jsou uzp\\u016fsobeny pro oboustrann\\u00e9 zmonolitn\\u011bn\\u00ed.\\rJsou dimenzov\\u00e1ny pro zat\\u00ed\\u017een\\u00ed st\\u00e1l\\u00e9 s v\\u00fd\\u0161kou nadlo\\u017e\\u00ed 0,55 m a\\u017e 7,0 m a pohybliv\\u00e9, dan\\u00e9 t\\u011b\\u017ek\\u00fdm zat\\u011b\\u017eovac\\u00edm vlakem \\u010cSD T, jeho\\u017e normov\\u00e9 zat\\u00ed\\u017een\\u00ed je d\\u00e1no sestavou n\\u00e1pravov\\u00fdch sil 4 x 312,5 kN a rovnom\\u011brn\\u00fdm zat\\u00ed\\u017een\\u00edm 100 kNm-1.\\r Pro pou\\u017e\\u00edv\\u00e1n\\u00ed prvk\\u016f plat\\u00ed z\\u00e1sady uveden\\u00e9 v typov\\u00e9m podkladu \\“Prvky \\u017eelezni\\u010dn\\u00edch r\\u00e1mov\\u00fdch propust\\u016f sv. 200\\\/260 – \\u010d\\u00e1st B\\“ z roku 1970.\\““,“VyrUrceniAPouzitDE“:““,“VyrUrceniAPouzitEN“:“The elements DZR 3 serve for forming of culverts for water diversion or single and doubled low frequented underpasses with upper bed height min. 1.0 m up to 7.0 m.\\rIn contrast to the elements DZR 2 the front faces of the frames are configured for double-sided monolith forming. 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