{„DateCreate“:“10.09.2009 12:33:58″,“ID“:“1157″,“GUID“:“BE049A7594CC03B9C125762D003A0AEA“,“Nazev“:“Zak\\u00e1zkov\\u00e1 v\\u00fdroba mostn\\u00edch nosn\\u00edk\\u016f MK-T; PETRA“,“Number“:“000000000010″,“ObchodniZnacka“:“ZV 010″,“Zavods“:“41 Litice“,“VyrPopisCZ“:““,“VyrPopisDE“:““,“VyrPopisEN“:““,“VyrUrceniAPouzitCZ“:“* – dle projektov\\u00e9 dokumentace, bez omezen\\u00ed\\r\\rNosn\\u00edky MK-T (MK-T \\u010cD) jsou navr\\u017eeny pro nosn\\u00e9 konstrukce silni\\u010dn\\u00edch, d\\u00e1lni\\u010dn\\u00edch a \\u017eelezni\\u010dn\\u00edch most\\u016f.\\rNosn\\u00edk MK-T m\\u00e1 tvar p\\u00edsmene \\u201eT\\u201c. Svisl\\u00e1 stojina je naho\\u0159e ukon\\u010dena konzolovit\\u011b vylo\\u017een\\u00fdmi bedn\\u00edc\\u00edmi deskami, tzv. k\\u0159\\u00eddly. Sklon horn\\u00edch bedn\\u00edc\\u00edch desek je mo\\u017en\\u00e9 p\\u0159izp\\u016fsobit p\\u0159\\u00ed\\u010dn\\u00e9mu sklonu vozovky. V p\\u0159\\u00edpad\\u011b, \\u017ee je most opat\\u0159en nadpodp\\u011brov\\u00fdmi monolitick\\u00fdmi p\\u0159\\u00ed\\u010dn\\u00edky, jsou konce nosn\\u00edk\\u016f bez k\\u0159\\u00eddel.\\r\\rVariabilita nosn\\u00edk\\u016f MK-T umo\\u017e\\u0148uje prov\\u00e1d\\u011bt sp\\u0159a\\u017een\\u00e9 nosn\\u00e9 konstrukce syst\\u00e9mu beton\\\/beton pro:\\r\\r- silni\\u010dn\\u00ed a d\\u00e1lni\\u010dn\\u00ed mosty o jednom poli, p\\u0159i d\\u00e9lk\\u00e1ch nosn\\u00edk\\u016f do cca 36,0 m vcelku, p\\u0159i v\\u011bt\\u0161\\u00edch d\\u00e9lk\\u00e1ch ze 2 a\\u017e 3 d\\u00edl\\u016f s mo\\u017enost\\u00ed prov\\u00e1d\\u011bn\\u00ed n\\u00e1b\\u011bh\\u016f p\\u0159\\u00edm\\u00fdch nebo parabolick\\u00fdch\\r- silni\\u010dn\\u00ed a d\\u00e1lni\\u010dn\\u00ed mosty o v\\u00edce pol\\u00edch, prov\\u00e1d\\u011bn\\u00e9 jako spojit\\u00e9 konstrukce\\r- \\u017eelezni\\u010dn\\u00ed mosty o jednom nebo v\\u00edce pol\\u00edch \\r- zakryt\\u00ed hlouben\\u00fdch tunel\\u016f, stanic metra a jin\\u00fdch podzemn\\u00edch konstrukc\\u00ed s mo\\u017enost\\u00ed proveden\\u00ed v\\u011bj\\u00ed\\u0159ovit\\u00e9ho uspo\\u0159\\u00e1d\\u00e1n\\u00ed\\r- vazn\\u00edky pro zakryt\\u00ed velk\\u00fdch ploch (gar\\u00e1\\u017ee, sklady aj.)\\r- l\\u00e1vky pro p\\u011b\\u0161\\u00ed o jednom nebo v\\u00edce pol\\u00edch\\r- op\\u011brn\\u00e9 zdi\\r\\rNosn\\u00edky MK-T a MK-\\u010cD (pro jednokolejn\\u00e9 a v\\u00edcekolejn\\u00e9 mosty \\u017eelezni\\u010dn\\u00edch trat\\u00ed) nahrazuj\\u00ed d\\u0159\\u00edve pou\\u017e\\u00edvan\\u00e9 nosn\\u00edky \\u0159ady \\rKA-73 a I – 73 (I – 90). V\\u00fdrobce na po\\u017e\\u00e1d\\u00e1n\\u00ed poskytne podklad pro projektov\\u00e1n\\u00ed, pop\\u0159. realiza\\u010dn\\u00ed dokumentaci s\\u00e1m zajist\\u00ed.\\rMimo uveden\\u00e9 typy mostn\\u00edch nosn\\u00edk\\u016f lze na z\\u00e1klad\\u011b projektov\\u00e9 dokumentace vyrobit i nosn\\u00edky typu VSTI, PETRA a dal\\u0161\\u00edch tvar\\u016f T, IT a I.“,“VyrUrceniAPouzitDE“:““,“VyrUrceniAPouzitEN“:“* – as per the project documentation, without any limitations\\r\\rBeams MK-T (MK-T \\u010cD) are designed for bearing structures of road, highway and railway bridges.\\rBeam MK-T is \\“T\\“-shaped. Vertical web is terminated at the upper part with the shuttering plates arranged in an overhanging way, so called wings. The slant of upper shuttering plates can be accommodated to the road transverse inclination. In case the bridge is equipped with support monolithic cross beams the beam endings are without wings.\\r\\rThe MK-T variability enables making coupled bearing structures of the concrete\\\/concrete system for:\\r\\r- road and highway bridges with one field, with beam lenght up to approx. 32.0 m total, at larger length from 2 to 3 blocks with the possibility of direct or parabolic drive-ins\\r- road and highway bridges with more fields made as continuous structures\\r- railway bridges with one or more fields \\r- coverage of excavated tunnels, underground stations and other subterranean structures with the option of flabbellate arrangement\\r- joining beams for covering large areas (garages, storages, etc.)\\r- foot bridges with one or more fields\\r- retaining walls\\r\\rBeams MK-T and MK-\\u010cD (for single-track and multi-track railway bridges) replace originally used beams of lines \\rKA-73 and I – 73 (I – 90). On demand the manufacturer will provide the design information or can prepare the implementation documentation on its own.“,“VyrNazevCZ“:“Zak\\u00e1zkov\\u00e1 v\\u00fdroba mostn\\u00edch nosn\\u00edk\\u016f MK-T“,“VyrNazevDE“:““,“VyrNazevEN“:“Custom manufacturing of bridge beam MK-T, PETRA“,“Beton“:““,“ObjemPrvku“:““,“HmotnostPrvku“:“max 70 000″,“L“:“max 3000″,“B“:“40 – 197″,“H“:“60 – 165″,“T“:““,“D“:““,“R“:““,“L_2″:““,“B_2″:““,“H_2″:““,“T_2″:““,“D_2″:““,“R_2″:““,“L_1″:““,“B_1″:““,“H_1″:““,“T_1″:““,“D_1″:““,“R_1″:““,“KategorieName“:“Dopravn\\u00ed a in\\u017een\\u00fdrsk\\u00e9 stavby“,“PodkategorieName“:“Mostn\\u00ed prvky“,“attachments“:{„pvl“:[{„DateCreate“:“18.05.2023 14:21:46″,“ID“:“122″,“GUID“:“055559084AFEBBBFC12589B30043E973″,“VYR_ID“:“1157″,“VYR_Number“:“000000000010″,“VYR_ObchodniZnacka“:“ZV 010″,“Number“:“41-02\\\/23″,“Nazev“:“Mostn\\u00ed prvky“,“DatePlatnostDo“:“03.05.2024 0:00:00″,“ZavodName“:“41 Litice“,“file“:[{„ID“:“13015″,“ResourceGUID“:“055559084AFEBBBFC12589B30043E973″,“Name“:“1 – POV 41-02-23.pdf“,“FileNameGUID“:“055559084AFEBBBFC12589B30043E973_S8MDQCRT“,“Comment“:““,“fileModel.Size“:“85176″,“Create“:“22.11.2023 7:52:37″,“MimeType“:“application\\\/octet-stream“,“ZPSV_WEB“:“True“}]}],“tpd“:[{„DateCreate“:““,“ID“:“1544″,“GUID“:“ABCA2EAA2A4B803BC1257E930041BCD1″,“VYR_ID“:“1157″,“VYR_Number“:“000000000010″,“VYR_ObchodniZnacka“:“ZV 010″,“DocumentNumber“:“TP-01\\\/09″,“Title“:“Betonov\\u00e9 prefabrik\\u00e1ty – mostn\\u00ed prvky“,“IssueNumber“:“3″,“file“:[{„ID“:“3801″,“ResourceGUID“:“ABCA2EAA2A4B803BC1257E930041BCD1″,“Name“:“TP-01_09 Betonov\\u00e9 prefabrik\\u00e1ty – mostn\\u00ed prvky (3-1).pdf“,“FileNameGUID“:“ABCA2EAA2A4B803BC1257E930041BCD1_VEZTNSDJ“,“Comment“:““,“fileModel.Size“:“554868″,“Create“:“17.08.2023 10:19:56″,“MimeType“:“application\\\/octet-stream“,“ZPSV_WEB“:“True“}]}]}}<\/p>","protected":false},"excerpt":{"rendered":"
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