Hmo\u017edinka r\u00e1mov\u00e1 Fischer SXRL FUS l\u00edmec 6HR+Torx V\u0161estrann\u00e1 r\u00e1mov\u00e1 hmo\u017edinka s variabiln\u00ed kotevn\u00ed hloubkou a se \u0161roubem s \u0161estihrannou hlavou pro v\u00edcen\u00e1sobn\u00e9 upevn\u011bn\u00ed nenosn\u00fdch syst\u00e9m\u016f (p\u0159edev\u0161\u00edm kovov\u00fdch konstrukc\u00ed) do betonu, zdiva a p\u00f3robetonu. posouzen\u00ed ETA s vynikaj\u00edc\u00edmi hodnotami \u00fanosnost\u00ed: bezpe\u010dn\u00e9 v\u00edcen\u00e1sobn\u00e9 upevn\u011bn\u00ed nenosn\u00fdch syst\u00e9m\u016f v betonu a ve zdivu dlouh\u00e1 rozp\u011brn\u00e1 z\u00f3na se 3 alternativn\u00edmi kotevn\u00edmi hloubkami\u00a0(50, 70 a 90 mm u pr\u016fm\u011bru 8 a 10 mm; 70 a 90 mm u pr\u016fm\u011bru 14 mm) d\u011bl\u00e1 z hmo\u017edinky SXRL v\u0161estrann\u00fd v\u00fdrobek d\u00edky speci\u00e1ln\u00ed geometrii hmo\u017edinky jsou rozp\u011brn\u00e9 s\u00edly rovnom\u011brn\u011b rozlo\u017eeny v otvoru i u k\u0159ehk\u00fdch d\u011brovan\u00fdch materi\u00e1l\u016f se vnit\u0159n\u00ed k\u0159ehk\u00e1 struktura cihly zachov\u00e1 a pom\u00e1h\u00e1 p\u0159en\u00e1\u0161et zat\u00ed\u017een\u00ed \u017eeb\u00edrka po stran\u00e1ch zabra\u0148uj\u00ed hmo\u017edince v proto\u010den\u00ed b\u011bhem mont\u00e1\u017ee certifikov\u00e1na pro jednotliv\u00e1 upevn\u011bn\u00ed do ta\u017een\u00e9 z\u00f3ny betonu dva rozp\u011brn\u00e9 elementy se v p\u00f3robetonu a v pln\u00fdch stavebn\u00edch materi\u00e1lech spoj\u00ed v jednu dlouhou rozp\u011brnou z\u00f3nu p\u0159i kotven\u00ed do d\u011brovan\u00e9ho zdiva se pevn\u011b zachyt\u00ed za nejsiln\u011bj\u0161\u00ed obvodovou p\u0159ep\u00e1\u017eku a do vnit\u0159n\u00ed struktury cihly vn\u00e1\u0161\u00ed zbytkov\u00e9 nap\u011bt\u00ed \u0161etrn\u011b a rovnom\u011brn\u011b po cel\u00e9 sv\u00e9 d\u00e9lce lze ji pou\u017e\u00edt t\u0159eba k upevn\u011bn\u00ed \u017ealuzi\u00ed \u010di z\u00e1bradl\u00ed, co\u017e z n\u00ed d\u011bl\u00e1 zaj\u00edmavou alternativu k ocelov\u00fdm kotv\u00e1m SXRL 14 je testovan\u00e1 pro zat\u00ed\u017een\u00ed tlakem, tak\u017ee je pou\u017eiteln\u00e1 nap\u0159\u00edklad pro upevn\u011bn\u00ed fas\u00e1dn\u00edch konstrukc\u00ed na vynesen\u00fdch konzol\u00e1ch certifik\u00e1ty: ETA-07\/0121, DoP No. 0329 \u00a0 Aplikace: fas\u00e1dn\u00ed, stropn\u00ed a st\u0159e\u0161n\u00ed konstrukce z kovu a d\u0159eva okna, vrata a dve\u0159e sk\u0159\u00edn\u011b, z\u00e1v\u011bsn\u00e9 sk\u0159\u00ed\u0148ky v kuchyni hranoly, nosn\u00edky TV konzoly oblo\u017een\u00ed st\u011bn kovov\u00e9 konzoly, sloupky a podp\u011bry elektroinstalace kabelov\u00e9 l\u00e1vky \u00a0 Schv\u00e1leno pro: svisle d\u011brovan\u00e9 cihly p\u00f3robeton dutinov\u00e9 panely z leh\u010den\u00e9ho betonu d\u011brovan\u00e9 v\u00e1penop\u00edskov\u00e9 cihly tepeln\u011b izola\u010dn\u00ed desky pln\u00e9 bloky z leh\u010den\u00e9ho a norm\u00e1ln\u00edho betonu pln\u00e9 cihly pln\u00e9 v\u00e1penop\u00edskov\u00e9 cihly beton \u2267 C12\/15 vhodn\u00e9 i pro p\u0159\u00edrodn\u00ed k\u00e1men s celistvou strukturou a s\u00e1drokartonov\u00e9 desky \u00a0 Princip funkce \/ mont\u00e1\u017e: vhodn\u00e1 pro pr\u016fvle\u010dnou mont\u00e1\u017e v dutinov\u00fdch stavebn\u00edch materi\u00e1lech ob\u011b rozp\u011brn\u00e9 z\u00f3ny rozn\u00e1\u0161ej\u00ed \u0161etrn\u011b nap\u011bt\u00ed do stavebn\u00edho materi\u00e1lu, druh\u00e1 z\u00f3na je citliv\u011bj\u0161\u00ed v\u016f\u010di vnit\u0159n\u00edm p\u0159ep\u00e1\u017ek\u00e1m, a tak i ony pom\u00e1haj\u00ed p\u0159en\u00e1\u0161et zat\u00ed\u017een\u00ed v p\u00f3robetonu a pln\u00fdch materi\u00e1lech se ob\u011b z\u00f3ny spoj\u00ed v jeden dlouh\u00fd prvek, kter\u00fd rovnom\u011brn\u011b p\u0159enese zat\u00ed\u017een\u00ed do stavebn\u00ed konstrukce SXRL-FUS se \u0161estihrannou hlavou s integrovanou podlo\u017ekou a s \u0161irok\u00fdm plastov\u00fdm l\u00edmcem je doporu\u010den\u00e1 pro upev\u0148ovan\u00ed kovov\u00fdch prvk\u016f \u00a0 \u00a0 Dokumenty ke sta\u017een\u00ed: Posouzen\u00ed ETA<\/p>\n