{"id":6877,"date":"2017-02-26T20:22:13","date_gmt":"2017-02-26T19:22:13","guid":{"rendered":"http:\/\/www.oplzni.eu\/?p=6877"},"modified":"2017-02-26T22:16:19","modified_gmt":"2017-02-26T21:16:19","slug":"most-generala-pattona","status":"publish","type":"post","link":"https:\/\/oplzni.zahn.cz\/?p=6877","title":{"rendered":"Most Gener\u00e1la Pattona"},"content":{"rendered":"

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Most Gener\u00e1la Pattona p\u0159ev\u00e1d\u00ed v severo-ji\u017en\u00edm sm\u011bru silnici I\/20 p\u0159es \u0159eku M\u017ei, silnici I\/26 a d\u00e1le p\u0159es dal\u0161\u00ed komunikace m\u00edstn\u00edho v\u00fdznamu. Most tvo\u0159\u00ed prakticky dva t\u011bsn\u011b p\u0159il\u00e9haj\u00edc\u00ed mosty ozna\u010den\u00e9 20-036..1 pro sm\u011br z Lochot\u00edna do centra (stani\u010den\u00ed 79,471) a 20-036..2 pro sm\u011br z centra na Lochot\u00edn (stani\u010den\u00ed 79,474). Jejich technick\u00e9 parametry jsou prakticky identick\u00e9: d\u00e9lka mostu 226,995 m, d\u00e9lka p\u0159emost\u011bn\u00ed 200,6 m, d\u00e9lka nadzemn\u00ed konstrukce mostu 202,9 m, voln\u00e1 \u0161\u00ed\u0159ka 15,5 m, celkov\u00e1 \u0161\u00ed\u0159ka (obou most\u016f) 31,5 m, \u0161\u00ed\u0159ka mezi obrubami 8 metr\u016f, v\u00fd\u0161ka nad ter\u00e9nem 13,8 metru, stavebn\u00ed v\u00fd\u0161ka 2,95 m a \u00falo\u017en\u00e1 v\u00fd\u0161ka 2,02 metru. Chodn\u00edky maj\u00ed \u0161\u00ed\u0159i 4,25 metru, z\u00e1bradl\u00ed je ocelov\u00e9 o v\u00fd\u0161ce 1 m, povrch chodn\u00edk\u016f z lit\u00e9ho asfaltu o tlou\u0161\u0165ce 30 mm. Vozovku tvo\u0159\u00ed \u017eivi\u010dn\u00e1 vrstva (AB) o tlou\u0161\u0165ce 70 mm a 70 mm podkladn\u00ed betonov\u00e1 vrstva.<\/p>\n

Celkov\u00e1 plocha mostu \u010din\u00ed 6391,35 m2<\/sup>, z toho plocha vozovky 1623,2 m2<\/sup> a chodn\u00edk\u016f 862,325 m2<\/sup>.<\/p>\n

Nosn\u00e1 konstrukce je \u010dty\u0159kom\u016frkov\u00e1 s prom\u011bnlivou v\u00fd\u0161kou 1,2 a\u017e 2,6 m a \u0161\u00ed\u0159ce 12,7 m z p\u0159edpjat\u00e9ho betonu B400. Nosn\u00fd r\u00e1m je o \u0161esti pol\u00edch s vetknut\u00fdmi\u00a0 pil\u00ed\u0159i 4 a 5 s kyvn\u00fdmi pil\u00ed\u0159i 2, 3 a 6 a posuvn\u011b ulo\u017een\u00fd naq ocelov\u00fdch v\u00e1le\u010dkov\u00fdch lo\u017eisc\u00edch na krajn\u00edch op\u011br\u00e1ch. Tlou\u0161\u0165ka \u017eeber kom\u016frek je 0,5 m s osovou vzd\u00e1lenost\u00ed 3,05 m, vrchn\u00ed desky kom\u016frek 0,2 m a spodn\u00ed s prom\u011bnlivou tlou\u0161\u0165kou 0,15 a\u017e 0,25 m. P\u0159\u00ed\u010dn\u00e1 v\u00fdztu\u017e\u00a0 na podporami je rovn\u011b\u017e p\u0159edpjat\u00e1.<\/p>\n

Spodn\u00ed stavbu tvo\u0159\u00ed dv\u011b betonov\u00e9 krajn\u00ed op\u011bry s kv\u00e1drov\u00fdm obkladem (d\u00e9lka 31 m, \u0161\u00ed\u0159ka 2,8 a\u017e 3,3 m a v\u00fd\u0161ka 4,45 a\u017e 5,985) a 5 mezilehl\u00fdch podp\u011br, ka\u017ed\u00e1 tvo\u0159en\u00e1 4 pil\u00ed\u0159i (2 pro ka\u017ed\u00fd most)z \u017eelezobetonu B 250 o rozm\u011brech 2,5×2 m (pil\u00ed\u0159 3 a 4) resp. 2,5×1 m (pil\u00ed\u0159e 2, 5 a 6) a v\u00fd\u0161ce 9,34 m resp. 6,845 a\u017e 7,15 m.<\/p>\n

Zat\u00ed\u017eitelnost mostu \u010din\u00ed Vn 27 t\/ Vr 60 t\/ Ve 90t; Ve pozd\u011bji sn\u00ed\u017eena na 72 t.<\/p>\n

Historie<\/strong><\/p>\n

P\u0159\u00edpravn\u00e9 demoli\u010dn\u00ed pr\u00e1ce souvisej\u00edc\u00ed se stavbou severoji\u017en\u00edho pr\u016ftahu i vlastn\u00edho mostu zapo\u010dali unik\u00e1tn\u00ed demolic\u00ed v\u00fdbu\u0161ninou 13.1.1967. Vlastn\u00ed v\u00fdstavba mostu byla zah\u00e1jena v \u0159\u00edjnu 1967.
\n11.11.1972 byl most pod n\u00e1zvem Most Anton\u00edna Z\u00e1potock\u00e9ho otev\u0159en. V divadle J.K.Tyla byla p\u0159i t\u00e9to p\u0159\u00edle\u017eitosti uvedena dramatizace Z\u00e1potock\u00e9ho rom\u00e1nu Vstanou nov\u00ed bojovn\u00edci. Stav mostu je od 5.12.2008 evidov\u00e1n jako „\u0161patn\u00fd“, jeho\u017e pou\u017eitelnost je s v\u00fdhradou \u010di podm\u00edne\u010dn\u00e1. V roce 2012 byla provedena oprava dilata\u010dn\u00edch z\u00e1v\u011br\u016f mostu.<\/p>\n

Fotografie 2008<\/strong><\/p>\n