Stavebn\u00ed \u00fapravy objektu \u010dp. 147, dle projektu: Ing. Josefa Boudy, Napajedla<\/p>\n\n\n\n
Jedn\u00e1 se o jednopodla\u017en\u00ed objekt obd\u00e9ln\u00edkov\u00e9ho p\u016fdorysu se sedlovou st\u0159echou. Vnit\u0159n\u00ed rozm\u011br s\u00e1lu je 10,70 x7,17 m. Nosn\u00e9 obvodov\u00e9 zdivo je tl.250 mm (Cd-M,CD-INA), sv\u011btl\u00e1 v\u00fd\u0161ka s\u00e1lu cca 3,05 cm.<\/p>\n\n\n\n
Strop je z ocelov\u00fdch v\u00e1lcovan\u00fdch profil\u016f I160 \u00e11,30 m a keramick\u00fdch desek Hurdis s patkami. Nosn\u00edky jsou obetonov\u00e1ny na v\u00fd\u0161ku (v\u010d.I) 250 mm a \u0161\u00ed\u0159ku 270 mm.<\/p>\n\n\n\n
Na Hurdisk\u00e1ch je vrstva izolace ze skeln\u00e9 vaty,n\u00e1syp ze \u0161kv\u00e1ry s p\u0159\u00edm\u011bs\u00ed p\u00edsku a cementov\u00fd pot\u011br. Konstrukce st\u0159echy je podep\u0159ena p\u0159es st\u0159edn\u00ed vaznice o sloupek a ba\u010dkoru, p\u0159es kterou je zat\u00ed\u017een\u00ed p\u0159en\u00e1\u0161eno na strop.<\/p>\n\n\n\n
Nosn\u00edky stropu jsou zjevn\u011b poddimenzov\u00e1ny, nevyhov\u00ed na \u017e\u00e1dn\u00fd mezn\u00ed stav a pro nadm\u011brn\u00fd pr\u016fhyb musel b\u00fdt strop provizorn\u011b podep\u0159en<\/p>\n\n\n\n
Byl proveden p\u0159epo\u010det nosn\u00edk\u016f stropu v\u010detn\u011b zat\u00ed\u017een\u00ed od konstrukce st\u0159echy na sou\u010dasn\u011b platn\u00e9 zat\u00ed\u017een\u00ed sn\u011bhem, kter\u00fd potvrdil, \u017ee st\u00e1vaj\u00edc\u00ed strop nevyhovuje na MS\u00da, ani MSP. Vzhledem k m\u00ed\u0159e poddimenzov\u00e1n\u00ed prvk\u016f nen\u00ed dodate\u010dn\u00e9 zesilov\u00e1n\u00ed konstrukce vhodn\u00e9.<\/p>\n\n\n\n
Navr\u017een\u00e9 \u0159e\u0161en\u00ed spo\u010d\u00edv\u00e1 v odd\u011blen\u00e9m vynesen\u00ed zat\u00ed\u017een\u00ed st\u0159echy dvojic\u00ed nosn\u00edk\u016f (2xU200) ulo\u017een\u00fdch s mezerou nad stropem. Ba\u010dkora bude odstran\u011bna.<\/p>\n\n\n\n
Ve st\u00e1vaj\u00edc\u00edm stropu budou odstran\u011bny hurdisky s celou skladbou stropu \u2013 ponech\u00e1ny budou pouze obetonovan\u00e9 nosn\u00edky.<\/p>\n\n\n\n
Do mezer budou osazeny nov\u00e9 nosn\u00edk y I200 s novou pochoz\u00ed vrstvou (fo\u0161ny 40 mm, 2xOSB 22 mm) a zav\u011b\u0161en\u00fdm podhledem (SDK).<\/p>\n\n\n\n
St\u00e1vaj\u00edc\u00ed strop nad spole\u010densk\u00fdm s\u00e1lem nevyhovuje podle normov\u00fdch kriteri\u00ed a je nutn\u00e9 ho \u010d\u00e1ste\u010dn\u011b odstranit a nahradit novou nosnou konstrukc\u00ed. Budou ponech\u00e1ny pouze obetonovan\u00e9 p\u016fvodn\u00ed nosn\u00edky vzhledem k zachov\u00e1n\u00ed stability st\u011bn, \u0161t\u00edtu a krovu a budou odstran\u011bny
jednotliv\u00e1 stropn\u00ed pole. Bour\u00e1n\u00ed je t\u0159eba prov\u00e1d\u011bt po mal\u00fdch \u00fasec\u00edch ve v\u0161ech pol\u00edch sou\u010dasn\u011b a zamezit tak vybo\u010den\u00ed jednotliv\u00fdch nosn\u00edk\u016f. Do vznikl\u00fdch mezer budou osazeny nov\u00e9 nosn\u00edky I200, na kter\u00e9 bude provedena pouze lehk\u00e1 podlaha nap\u0159. z fo\u0161en tl. 40 mm. Pod nosn\u00edky bude zav\u011b\u0161en podhled. (SDK 15 mm).<\/p>\n\n\n\n
Sou\u010dasn\u011b je nutn\u00e9 vyn\u00e9st zat\u00ed\u017een\u00ed od krovu odd\u011blen\u011b od stropu. To bude provedeno dvojic\u00ed U200 osazen\u00fdch kolem sloupku s p\u0159ev\u00e1z\u00e1n\u00edm 2xU80 v kolm\u00e9m sm\u011bru. Pro\u0161rubov\u00e1n\u00ed p\u0159es sloupek pomoc\u00ed 2xM16. Rozn\u00e1\u0161ec\u00ed ba\u010dkora bude odstran\u011bna.<\/p>\n\n\n\n
P\u0159i rozeb\u00edr\u00e1n\u00ed konstrukc\u00ed je t\u0159eba dodr\u017eet platn\u00e9 bezpe\u010dnostn\u00ed p\u0159edpisy, p\u0159edev\u0161\u00edm vyhl\u00e1\u0161ku \u010c\u00daBP a \u010cB\u00da \u010d.601\/2006 Sb., o bezpe\u010dnosti pr\u00e1ce a technick\u00fdch za\u0159\u00edzen\u00ed p\u0159i stavebn\u00edch prac\u00edch, a z\u00e1k.\u010d.183\/2006 Sb. (stavebn\u00ed z\u00e1kon).<\/p>\n\n\n\n
Pro bouran\u00e9 konstrukce ve v\u00fd\u0161k\u00e1ch sestavit podp\u016frn\u00e9 bedn\u011bn\u00ed.<\/p>\n\n\n\n
<\/p>\n","protected":false},"excerpt":{"rendered":"
Stavebn\u00ed \u00fapravy objektu \u010dp. 147, dle projektu: Ing. Josefa Boudy, Napajedla Popis objektu Jedn\u00e1 se o jednopodla\u017en\u00ed objekt obd\u00e9ln\u00edkov\u00e9ho p\u016fdorysu se sedlovou st\u0159echou. Vnit\u0159n\u00ed rozm\u011br s\u00e1lu je 10,70 x7,17 m.\u2026<\/p>\n","protected":false},"author":2,"featured_media":28854,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[65],"tags":[235,308],"class_list":["post-28790","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-foto","tag-belov","tag-belovsky-klub"],"views":8384,"_links":{"self":[{"href":"https:\/\/belov.cz\/obec\/wp-json\/wp\/v2\/posts\/28790","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/belov.cz\/obec\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/belov.cz\/obec\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/belov.cz\/obec\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/belov.cz\/obec\/wp-json\/wp\/v2\/comments?post=28790"}],"version-history":[{"count":9,"href":"https:\/\/belov.cz\/obec\/wp-json\/wp\/v2\/posts\/28790\/revisions"}],"predecessor-version":[{"id":43321,"href":"https:\/\/belov.cz\/obec\/wp-json\/wp\/v2\/posts\/28790\/revisions\/43321"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/belov.cz\/obec\/wp-json\/wp\/v2\/media\/28854"}],"wp:attachment":[{"href":"https:\/\/belov.cz\/obec\/wp-json\/wp\/v2\/media?parent=28790"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/belov.cz\/obec\/wp-json\/wp\/v2\/categories?post=28790"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/belov.cz\/obec\/wp-json\/wp\/v2\/tags?post=28790"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}