{"id":679925,"date":"2023-01-09T11:54:28","date_gmt":"2023-01-09T10:54:28","guid":{"rendered":"https:\/\/rothschenk.de\/epizoda-27-a-co-uhly-upevnenia\/"},"modified":"2025-06-30T16:57:05","modified_gmt":"2025-06-30T14:57:05","slug":"epizoda-27-a-co-uhly-upevnenia","status":"publish","type":"post","link":"https:\/\/rothschenk.de\/sk\/epizoda-27-a-co-uhly-upevnenia\/","title":{"rendered":"Epiz\u00f3da 27: A \u010do uhly upevnenia?"},"content":{"rendered":"\n

<\/a>Pri priamom upev\u0148ovan\u00ed alebo pripev\u0148ovan\u00ed sa ned\u00e1 vyhn\u00fa\u0165 tomu, \u017ee pri upev\u0148ovan\u00ed zabezpe\u010dovacieho zariadenia sa na lo\u017enej ploche vytvoria uhly upevnenia.<\/p>\n\n

Ak\u00e9 s\u00fa a na \u010do si m\u00e1m d\u00e1va\u0165 pozor? V\u017edy je rozhoduj\u00face, aby sa uhly sledovali v konkr\u00e9tnej situ\u00e1cii, pri\u010dom sa zoh\u013ead\u0148uje pr\u00edslu\u0161n\u00fd smer s\u00edl zr\u00fdchlenia\/spomalenia. <\/p>\n\n

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VDI-2700 „Zabezpe\u010denie n\u00e1kladu na cestn\u00fdch vozidl\u00e1ch“ stanovuje hodnoty zr\u00fdchlenia\/spomalenia, ktor\u00e9 sa o\u010dak\u00e1vaj\u00fa po\u010das be\u017enej cestnej dopravy.<\/p>\n\n\n\n

Treba poznamena\u0165, \u017ee smer p\u00f4sobenia s\u00edl Cx<\/sub> aCy<\/sub> je vodorovn\u00fd a rovnobe\u017en\u00fd s lo\u017enou plochou.<\/p>\n\n\n\n

Sila Cz<\/sub> p\u00f4sob\u00ed na lo\u017en\u00fa plochu vertik\u00e1lne, ale pri cestnej doprave sa zvy\u010dajne predpoklad\u00e1 Cz=1<\/sub>.<\/p>\n\n\n\n

V pr\u00edpade n\u00e1mornej dopravy je situ\u00e1cia odli\u0161n\u00e1.<\/p>\n<\/div>\n<\/div>\n\n

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Prip\u00fatanie<\/h2>\n\n
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Ke\u010f sa teda pozer\u00e1m na uhly, mus\u00edm st\u00e1\u0165 v spr\u00e1vnej polohe a pozera\u0165 sa pozd\u013a\u017e nakladacej hrany, ku ktorej je pripevnen\u00e9 upev\u0148ovacie zariadenie<\/a>.<\/p>\n\n\n\n

Uhol upevnenia <\/strong>\u03b1<\/strong> je medzi lo\u017enou plochou a upev\u0148ovac\u00edm zariaden\u00edm.<\/p>\n<\/div>\n<\/div>\n\n

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Ak sa to ist\u00e9 upev\u0148ovacie zariadenie uva\u017euje v prie\u010dnom smere k smeru jazdy, mus\u00ed by\u0165 uhol 90\u00ba k okraju lo\u017enej plochy, aby uhol upevnenia <\/strong>\u03b1 <\/strong>mohol ma\u0165 maxim\u00e1lny \u00fa\u010dinok.<\/p>\n\n\n\n

V opa\u010dnom pr\u00edpade automaticky vznik\u00e1 uhol upevnenia \u03b2, ktor\u00fd \u010falej zni\u017euje \u00fa\u010dinn\u00fa zais\u0165ovaciu silu.<\/p>\n<\/div>\n<\/div>\n\n

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Aby sme pochopili s\u00favislosti, mus\u00edme sa vr\u00e1ti\u0165 do \u0161kolsk\u00fdch \u010dias a spomen\u00fa\u0165 si na Pytagorovu vetu a pravouhl\u00fd trojuholn\u00edk.<\/p>\n\n\n\n

Pr\u00e1ve tieto funkcie s\u00fa d\u00f4le\u017eit\u00e9 pre viazanie (aj pre priame viazanie).<\/p>\n<\/div>\n<\/div>\n\n

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Pri upev\u0148ovan\u00ed je d\u00f4le\u017eit\u00e1 t\u00e1 \u010das\u0165 sily, ktor\u00e1 je kolm\u00e1 na <\/strong>lo\u017en\u00fa plochu. Pri uhle upevnenia <\/strong>\u03b1<\/strong> 90\u00ba by zelen\u00e9 a modr\u00e9 \u010diary mali rovnak\u00fa d\u013a\u017eku. <\/p>\n\n\n\n

To znamen\u00e1, \u017ee predp\u00ednacia sila p\u00f4sob\u00ed na povrch bremena v pomere 1:1, a t\u00fdm zvy\u0161uje treciu silu medzi bremenom a povrchom bremena o 100 %.<\/p>\n<\/div>\n<\/div>\n\n

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Ak m\u00e1me teraz n\u00e1klad u\u017e\u0161\u00ed ako lo\u017en\u00e1 plocha, \u010do sa \u010dasto st\u00e1va, uhol upevnenia <\/strong>\u03b1 <\/strong>sa automaticky zmen\u0161\u00ed na 90\u00ba.<\/p>\n\n\n\n

To vedie k tomu, \u017ee vertik\u00e1lna zlo\u017eka sily sa v z\u00e1vislosti od uhla v\u00fdrazne zni\u017euje.<\/p>\n\n\n\n

Ak klesne pod ur\u010dit\u00fa ve\u013ekos\u0165, met\u00f3da viazania u\u017e nie je dostato\u010dne \u00fa\u010dinn\u00e1.<\/p>\n<\/div>\n<\/div>\n\n

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Vz\u00e1jomn\u00e9 vz\u0165ahy a v\u00fdpo\u010dty<\/h2>\n\n

Nasleduj\u00faci diagram zn\u00e1zor\u0148uje vz\u0165ah medzi uhlom, silou predp\u00e4tia a trecou silou. Pou\u017e\u00edva sa dlh\u00e1 p\u00e1kov\u00e1 nap\u00ednacia z\u00e1padka s STF = 500daN. To by mal by\u0165 \u0161tandard. <\/p>\n\n

V druhom st\u013apci je uveden\u00fd uhol vyviazania a v tre\u0165om pr\u00edslu\u0161n\u00e1 s\u00ednusoida.<\/p>\n\n

Sinusovku si m\u00f4\u017eete predstavi\u0165 aj v percent\u00e1ch. Pri uhle upevnenia 85\u00ba zostane zachovan\u00fdch 99,6 %, t. j. 498 daN, predp\u00ednacej sily. <\/p>\n\n

V st\u013apci 5 je zobrazen\u00e1 skuto\u010dn\u00e1 zais\u0165ovacia sila ako funkcia koeficientu trenia. Pre \u010dist\u00fd lo\u017en\u00fd povrch mo\u017eno vo v\u0161eobecnosti predpoklada\u0165 hodnotu \u00b5=0,3. <\/p>\n\n

Ak by ste na t\u00fato vy\u010disten\u00fa lo\u017en\u00fa plochu spr\u00e1vne umiestnili str\u00e1nku proti\u0161mykov\u00e1 podlo\u017eka, platili by hodnoty v st\u013apci 6.<\/p>\n\n

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Zelen\u00e9 polia v tabu\u013eke zn\u00e1zor\u0148uj\u00fa hodnoty, pri ktor\u00fdch mo\u017eno pou\u017ei\u0165 met\u00f3du viazania bez rizika. V poliach zv\u00fdraznen\u00fdch \u017eltou farbou by sa mal uhol v\u017edy zoh\u013eadni\u0165, t. j. zahrn\u00fa\u0165 do v\u00fdpo\u010dtu. \u010cerven\u00e9 polia zobrazuj\u00fa rozsah, v ktorom by sa met\u00f3da viazania nemala pou\u017e\u00edva\u0165 a mala by sa zv\u00e1\u017ei\u0165 in\u00e1 met\u00f3da zaistenia. <\/p>\n\n

Vo v\u0161eobecnosti sa mus\u00ed zoh\u013eadni\u0165 aj celkov\u00e1 hmotnos\u0165 n\u00e1kladu. \u0160tandardn\u00fd n\u00e1ves s d\u013a\u017ekou 13,60 m m\u00e1 (pod\u013ea normy EN 12640) minim\u00e1lne 11 upev\u0148ovac\u00edch \u00f4k, \u010dasto 13. To znamen\u00e1, \u017ee je mo\u017en\u00e9 pripevni\u0165 maxim\u00e1lne 11 a\u017e 13 popruhov, \u010do automaticky obmedzuje maxim\u00e1lnu silu upevnenia. Pri uhle upevnenia 85\u00ba by to znamenalo upev\u0148ovaciu silu 1 628 daN bez proti\u0161mykov\u00fdch podlo\u017eiek a 3 245 daN s podlo\u017ekami. To teda nie je ve\u013ea. <\/p>\n\n

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Z\u00e1ver<\/h2>\n\n

Z t\u00fdchto \u00favah vypl\u00fdva, \u017ee hoci je met\u00f3da viazania naj\u010dastej\u0161ie pou\u017e\u00edvanou met\u00f3dou, je z\u00e1rove\u0148 ve\u013emi problematick\u00e1.<\/p>\n\n

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Pr\u00edklad z praxe. Pri upev\u0148ovan\u00ed tejto vibra\u010dnej dosky sa nevynechala takmer \u017eiadna chyba. Nepriazniv\u00fd uhol pripevnenia, zne\u010disten\u00e1 lo\u017en\u00e1 plocha, \u017eiadne proti\u0161mykov\u00e9 podlo\u017eky<\/a> a nepr\u00edpustn\u00e9 upev\u0148ovacie body. <\/p>\n\n

Cie\u013eom tohto \u010dl\u00e1nku je povzbudi\u0165 \u010ditate\u013eov, aby presk\u00famali a kriticky zhodnotili \u0161tandardn\u00fa prax v ich oblasti pri zabezpe\u010dovan\u00ed n\u00e1kladu.<\/p>\n\n

V pr\u00edpade potreby alebo neistoty by sa mala met\u00f3da zabezpe\u010denia v pr\u00edpade potreby zmeni\u0165.<\/p>\n\n

V\u00e1\u0161, Sigurd Ehringer<\/p>\n\n

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<< Predch\u00e1dzaj\u00faci \u010dl\u00e1nokEpisode 26: MSL a LC – skratka s v\u00fdznamom<\/a><\/p>\n<\/div>\n\n\n\n

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Nasleduj\u00faci \u010dl\u00e1nok >> Epiz\u00f3da 28: Predp\u00ednacia sila (STF) a kapacita upevnenia (LC)<\/a><\/p>\n<\/div>\n<\/div>\n\n

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Sigurd Ehringer<\/p>

\u2714 VDI-zertifizierter Ausbilder f\u00fcr Ladungssicherung\r\n\u2714 Fachbuch-Autor\r\n\u2714 8 Jahre Projektmanager\r\n\u2714 12 Jahre bei der Bundeswehr (Kompaniechef)\r\n\u2714 20 Jahre Vertriebserfahrung\r\n\u2714 seit 1996 Berater\/Ausbilder in der Logistik\r\n\u2714 44 Jahre Ausbilder\/Trainer in verschiedenen Bereichen —>\r\n\r\nIn einer Reihe von Fachbeitr\u00e4gen aus der Praxis, zu Themen rund um den Container und LKW, erhalten Sie Profiwissen aus erster Hand. Wie sichert man Ladung korrekt und was sind die Grundlagen der Ladungssicherung?\r\nErarbeitet und vorgestellt werden sie von Sigurd Ehringer, Inhaber von SE-LogCon<\/a>.<\/p><\/div><\/div><\/div>\n\n\n\n

<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"

Pri priamom upev\u0148ovan\u00ed alebo pripev\u0148ovan\u00ed sa ned\u00e1 vyhn\u00fa\u0165 tomu, \u017ee pri upev\u0148ovan\u00ed zabezpe\u010dovacieho zariadenia sa na lo\u017enej ploche vytvoria uhly upevnenia. Ak\u00e9 s\u00fa a na \u010do si m\u00e1m d\u00e1va\u0165 pozor? V\u017edy je rozhoduj\u00face, aby sa uhly sledovali v konkr\u00e9tnej situ\u00e1cii, pri\u010dom sa zoh\u013ead\u0148uje pr\u00edslu\u0161n\u00fd smer s\u00edl zr\u00fdchlenia\/spomalenia. VDI-2700 „Zabezpe\u010denie n\u00e1kladu na cestn\u00fdch vozidl\u00e1ch“ stanovuje hodnoty […]<\/p>\n","protected":false},"author":1536,"featured_media":679943,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[872,874,892],"tags":[],"class_list":["post-679925","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-cargo-blog-sk","category-fyzicka-stranka-sk","category-lorry-sk"],"acf":[],"yoast_head":"\nBLOG: Uhly upevnenia na lo\u017enej ploche - na \u010do by som mal myslie\u0165? - Rothschenk<\/title>\n<meta name=\"description\" content=\"Tvarov\u00e9 nakladanie tovaru do n\u00e1kladn\u00fdch vozidiel >> Praktick\u00e9 tipy. >> \u010co by ste si mali vopred skontrolova\u0165 >> K\u00f3d XL a prep\u00e1\u017eka | Odborn\u00fd \u010dl\u00e1nok so Sigurdom Ehringerom\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/rothschenk.de\/sk\/epizoda-27-a-co-uhly-upevnenia\/\" \/>\n<meta property=\"og:locale\" content=\"sk_SK\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"BLOG: Uhly upevnenia na lo\u017enej ploche - na \u010do by som mal myslie\u0165? 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