{"id":681041,"date":"2021-12-13T14:33:24","date_gmt":"2021-12-13T13:33:24","guid":{"rendered":"https:\/\/rothschenk.de\/epizoda-12-ako-funguje-protismykova-podlozka\/"},"modified":"2025-06-30T17:03:40","modified_gmt":"2025-06-30T15:03:40","slug":"epizoda-12-ako-funguje-protismykova-podlozka","status":"publish","type":"post","link":"https:\/\/rothschenk.de\/sk\/epizoda-12-ako-funguje-protismykova-podlozka\/","title":{"rendered":"Epiz\u00f3da 12: Ako funguje proti\u0161mykov\u00e1 podlo\u017eka?"},"content":{"rendered":"\n

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Str\u00e1nka proti\u0161mykov\u00e1 podlo\u017eka<\/a> sa \u010dasto pova\u017euje za v\u0161eliek, pokia\u013e ide o zabezpe\u010denie z\u00e1\u0165a\u017ee, ale je to naozaj tak? Mnoh\u00e9 pozorovania, ktor\u00e9 som vykonal po\u010das nakladac\u00edch oper\u00e1ci\u00ed, v\u0161ak v praxi \u010dasto ukazuj\u00fa \u00faplne in\u00fd obraz. Veci sa \u010dasto „zhor\u0161uj\u00fa“. <\/p>\n\n

Ako a \u010do vysvetl\u00edme ni\u017e\u0161ie.<\/p>\n\n

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Funk\u010dn\u00fd princ\u00edp<\/h2>\n\n
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Najprv sa op\u00ed\u0161e funk\u010dn\u00fd princ\u00edp proti\u0161mykov\u00fdch roho\u017e\u00ed (ARM<\/strong> ).<\/p>\n\n\n\n

Medzi v\u0161etk\u00fdmi povrchmi existuje koeficient trenia sp\u00f4soben\u00fd ich drsnos\u0165ou. Jeho v\u00fd\u0161ka z\u00e1vis\u00ed od pr\u00edslu\u0161nej kombin\u00e1cie materi\u00e1lov. VDI-2700 a EN-12195-1 definovali \u0161tandardn\u00e9 hodnoty v tabu\u013ek\u00e1ch, ktor\u00e9 sa zvy\u010dajne m\u00f4\u017eu pou\u017ei\u0165. <\/p>\n<\/div>\n<\/div>\n\n

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V praxi v\u0161ak mus\u00ed odosielate\u013e v\u017edy odhadn\u00fa\u0165, ak\u00fd koeficient trenia m\u00e1 predpoklada\u0165, aby mohol ur\u010di\u0165 potrebn\u00e9 zabezpe\u010dovacie opatrenia. Napr\u00edklad pre europalety na lo\u017enej ploche n\u00e1kladn\u00e9ho vozidla so sie\u0165ovanou podlahou sa predpoklad\u00e1 koeficient trenia \u00b5=0,3. To znamen\u00e1, \u017ee zabezpe\u010dovacia sila sp\u00f4soben\u00e1 tren\u00edm predstavuje 30 % hmotnosti n\u00e1kladu. <\/p>\n\n

V\u0161eobecne sa predpoklad\u00e1, \u017ee proti\u0161mykov\u00e9 roho\u017ee<\/a> maj\u00fa koeficient trenia \u00b5=0,6, \u010do m\u00e1 za n\u00e1sledok zdvojn\u00e1sobenie trecej sily na 60 % hmotnosti za\u0165a\u017eenia. To\u013eko k te\u00f3rii. <\/p>\n\n

\u017dia\u013e, skuto\u010dnos\u0165 je \u010dasto \u00faplne in\u00e1. Pri ur\u010dovan\u00ed koeficientov trenia sa v\u017edy predpoklad\u00e1, \u017ee medzi trec\u00edmi partnermi nie je ni\u010d in\u00e9. To je pr\u00e1ve podstata veci, preto\u017ee medzi nimi \u010dasto nach\u00e1dzame ne\u010distoty, \u0161pinu a in\u00e9 materi\u00e1ly. <\/p>\n\n

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Pri podrobnej\u0161om poh\u013eade na obr\u00e1zok sa zist\u00ed, \u017ee medzi ne\u010distotami sa nach\u00e1dza proti\u0161mykov\u00e1 podlo\u017eka, pre ktor\u00fd sa prirodzene predpokladal koeficient trenia \u00b5=0,6.<\/figcaption><\/figure>\n\n
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Ako to funguje s trecou silou?<\/h2>\n\n

Ke\u010f sa dva povrchy dot\u00fdkaj\u00fa, norm\u00e1lov\u00e1 sila (FN)<\/sub><\/strong> vytv\u00e1ra mikroz\u00e1vity, ktor\u00e9 vytv\u00e1raj\u00fa odpor proti posunu (Fx,y<\/sub>)<\/strong>. V\u00fdsledkom je trecia sila (FR<\/sub>)<\/strong>, ktor\u00e1 p\u00f4sob\u00ed proti nej. <\/p>\n\n

Koeficient trenia<\/strong> sa vypo\u010d\u00edta vydelen\u00edm posunovacej sily Fx,y<\/sub> norm\u00e1lovou silou FN<\/sub>. V\u00fdsledkom je koeficient trenia<\/strong> \u00b5.<\/strong> Nem\u00e1 jednotku, preto\u017ee matematicky sa pri delen\u00ed zni\u017euje jednotkov\u00fd Newton (N) s\u00edl Fx,y<\/sub> a FN<\/sub>. <\/p>\n\n

Ak by sa za rovnak\u00fdch podmienok za\u0165a\u017eenie zv\u00e4\u010d\u0161ilo, zv\u00e4\u010d\u0161ila by sa aj posunov\u00e1 sila, a tak by pomer s\u00edl a koeficient trenia \u00b5 zostali rovnak\u00e9.<\/p>\n\n

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To je tie\u017e d\u00f4vod, pre\u010do sa dva bremen\u00e1 s r\u00f4znou hmotnos\u0165ou za\u010dn\u00fa pri brzden\u00ed pohybova\u0165 pribli\u017ene v rovnakom \u010dase. Toto je dobr\u00fd experiment na n\u00e1cvik zaistenia bremena. <\/p>\n\n

Tento pomer je tie\u017e d\u00f4vodom, pre\u010do plocha nehr\u00e1 \u00falohu, aspo\u0148 teoreticky, preto\u017ee by sa pri v\u00fdpo\u010dte tie\u017e zmen\u0161ila.<\/p>\n\n

Ak sa teraz pou\u017eij\u00fa proti\u0161mykov\u00e9 roho\u017ee<\/a> (ARM), vyplnia medzery medzi mikroz\u00e1vitmi a vytvor\u00ed sa ak\u00e9si miniformovanie. T\u00fdm sa zvy\u0161uje sila posunu a doch\u00e1dza k vy\u0161\u0161iemu koeficientu trenia. <\/p>\n\n

Koeficient trenia proti\u0161mykov\u00fdch roho\u017e\u00ed sa pod\u013ea VDI-2700 List 14 v\u0161eobecne predpoklad\u00e1 \u00b5=0,6. <\/p>\n\n

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Z\u00e1kladn\u00fdm predpokladom optim\u00e1lneho p\u00f4sobenia trec\u00edch s\u00edl je \u010dist\u00fd lo\u017en\u00fd povrch. Pred ka\u017ed\u00fdm nakladac\u00edm procesom sa mus\u00ed o\u010disti\u0165 tak, aby sa do kontaktu dostali len dvaja trec\u00ed partneri, napr. nakladacia plocha a paletov\u00e9 ly\u017einy. <\/p>\n\n

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Ak sa pou\u017eij\u00fa proti\u0161mykov\u00e9 roho\u017ee<\/a>, len vtedy sa dosiahne ich optim\u00e1lny \u00fa\u010dinok.<\/p>\n\n\n\n

Ni\u017e\u0161ie op\u00edsan\u00e9 situ\u00e1cie by mali pom\u00f4c\u0165 optimalizova\u0165 \u00fa\u010dinok trecej sily a zabr\u00e1ni\u0165 chyb\u00e1m alebo nespr\u00e1vnym odhadom.<\/p>\n<\/div>\n<\/div>\n\n

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Spr\u00e1vne umiestnenie<\/h2>\n\n

\u010casto sa stret\u00e1vate s chybou, \u017ee proti\u0161mykov\u00e9 roho\u017ee<\/a> s\u00fa polo\u017een\u00e9 len na okrajoch lo\u017enej plochy, zatia\u013e \u010do v strede nie s\u00fa \u017eiadne roho\u017ee. Niekedy s\u00fa polo\u017een\u00e9 len na policajnej strane, na \u013eavej strane v smere jazdy. <\/p>\n\n

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V\u00fdsledkom je, \u017ee predpokladan\u00fd koeficient trenia \u00b5=0,6 sa nedosiahne za \u017eiadnych okolnost\u00ed. V z\u00e1vislosti od situ\u00e1cie kontroln\u00fd org\u00e1n nemus\u00ed do v\u00fdpo\u010dtu zahrn\u00fa\u0165 ARM, preto\u017ee sa pova\u017euj\u00fa za ne\u00fa\u010dinn\u00e9. <\/p>\n\n

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Proti\u0161mykov\u00e9 podlo\u017eky s\u00fa pr\u00edli\u0161 mal\u00e9 a tenk\u00e9. To tie\u017e vedie k zn\u00ed\u017eeniu trenia, preto\u017ee paletov\u00fd sklz nie je \u00faplne oddelen\u00fd od lo\u017enej plochy. V\u00e4\u010d\u0161ia \u010das\u0165 klznej plochy je v kontakte s lo\u017enou plochou. <\/p>\n<\/div>\n\n\n\n

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Stredov\u00fd jazdec sa \u010dasto neumiest\u0148uje na ARM. To m\u00f4\u017ee fungova\u0165 pri stabiln\u00fdch europalet\u00e1ch v kombin\u00e1cii s hrub\u00fdmi ARM (> 10 mm) a celoplo\u0161n\u00fdm rozlo\u017een\u00edm za\u0165a\u017eenia. <\/p>\n\n\n\n

To v\u0161ak neplat\u00ed pre priemyseln\u00e9 alebo jednorazov\u00e9 palety (obr\u00e1zok vpravo). Tu musia by\u0165 pod nimi umiestnen\u00e9 cel\u00e9 p\u00e1sy, aby sa dosiahol koeficient trenia \u00b5=0,6. <\/p>\n<\/div>\n<\/div>\n\n

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Rovnak\u00fd nepriazniv\u00fd \u00fa\u010dinok sa dosiahne, ak sa ARMy umiestnia prie\u010dne pod paletov\u00fa ly\u017einu, hoci p\u00e1s by bol dostato\u010dne dlh\u00fd.<\/p>\n\n\n\n

V\u00e4\u010d\u0161ia \u010das\u0165 z\u00e1kladne palety je v kontakte s lo\u017enou plochou. Odosielate\u013e\/vodi\u010d premrhal potenci\u00e1lny pr\u00ednos proti\u0161mykov\u00fdch roho\u017e\u00ed<\/a>. <\/p>\n<\/div>\n<\/div>\n\n

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Bodov\u00e9 za\u0165a\u017eenie<\/h2>\n\n
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Bez oh\u013eadu na zam\u00fd\u0161\u013ean\u00e9 pou\u017eitie predstavuj\u00fa p\u00e4tky nakladac\u00edch r\u00e1mov v\u0161eobecn\u00fd probl\u00e9m, najm\u00e4 ak nie s\u00fa v spodnej \u010dasti uzavret\u00e9.<\/p>\n<\/div>\n\n\n\n

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Po\u010das prepravy sa v\u0161adepr\u00edtomn\u00e9 zr\u00fdchlenie pretiera cez roho\u017ee, z\u00e1klad\u0148a r\u00e1mu sa postav\u00ed na lo\u017en\u00fa plochu a efekt zvy\u0161uj\u00faci trenie sa vytrat\u00ed.<\/p>\n<\/div>\n<\/div>\n\n

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Spr\u00e1vna vo\u013eba<\/h2>\n\n
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Na praktick\u00e9 pou\u017eitie so \u0161irok\u00fdm rozsahom po\u017eiadaviek by mali ma\u0165 proti\u0161mykov\u00e9 roho\u017ee<\/a> hr\u00fabku aspo\u0148 8 mm, najlep\u0161ie 10 mm, aby sa nosi\u010d n\u00e1kladu dal oddeli\u0165 od lo\u017enej plochy bez v\u00e4\u010d\u0161ej n\u00e1mahy.<\/p>\n<\/div>\n\n\n\n

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Cie\u013eom mus\u00ed by\u0165 v\u017edy presun\u00fa\u0165 n\u00e1klad z lo\u017enej plochy. Preto s\u00fa p\u00e1sy ARM lep\u0161ie ako podlo\u017eky ARM, preto\u017ee ich kladenie je efekt\u00edvnej\u0161ie. Na obr\u00e1zku vpravo u\u017e mo\u017eno na polo\u017een\u00fd p\u00e1s umiestni\u0165 \u010fal\u0161iu paletu. <\/p>\n\n\n\n

Rozmer 200x800x8 mm<\/strong> je dobr\u00fdm kompromisom, ktor\u00fd sa d\u00e1 pou\u017ei\u0165 na rie\u0161enie mnoh\u00fdch situ\u00e1ci\u00ed pre\u0165a\u017eenia.<\/p>\n<\/div>\n<\/div>\n\n

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Vysok\u00e9 hmotnosti<\/h2>\n\n

Obr\u00e1zok ukazuje, ako ve\u013emi je deformovan\u00fd mechanizmus ARM. Pr\u00edpustn\u00e1 je deform\u00e1cia\/stla\u010denie max. 30 % hr\u00fabky podlo\u017eky. V tomto pr\u00edpade bola t\u00e1to hodnota vysoko prekro\u010den\u00e1. <\/p>\n\n

Pre t\u00fato aplik\u00e1ciu by boli potrebn\u00e9 \u0165a\u017ek\u00e9 roho\u017ee, kontajner na plo\u0161ine. To ist\u00e9 by platilo pre stroje a syst\u00e9my, ak by kontaktn\u00e1 plocha vytv\u00e1rala nadmern\u00fd povrchov\u00fd tlak. <\/p>\n\n

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V\u00fdznam viazac\u00edch popruhov<\/h2>\n\n

Ak hroz\u00ed prevr\u00e1tenie n\u00e1kladu, treba ma\u0165 na pam\u00e4ti, \u017ee s proti\u0161mykov\u00fdmi roho\u017eami<\/a> sa proces prevr\u00e1tenia za\u010d\u00edna ove\u013ea r\u00fdchlej\u0161ie, nieto e\u0161te okam\u017eite. To je \u010fal\u0161\u00ed d\u00f4vod na dodato\u010dn\u00e9 zabezpe\u010denie n\u00e1kladu upevnen\u00edm alebo priamo pripevnen\u00edm. <\/p>\n\n

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Aby proti\u0161mykov\u00e9 roho\u017ee<\/a> zostali \u00fa\u010dinn\u00e9 po\u010das celej prepravy, mus\u00ed by\u0165 n\u00e1klad dodato\u010dne zaisten\u00fd pridr\u017ean\u00edm<\/strong>. Pridr\u017eanie znamen\u00e1 predp\u00ednaciu silu pribli\u017ene 150 – 200 daN<\/strong>, ktor\u00e1 kompenzuje vertik\u00e1lne zr\u00fdchlenie, ktor\u00e9 by malo za n\u00e1sledok zn\u00ed\u017eenie trecej sily. <\/p>\n\n\n\n

Zvisl\u00e1 zlo\u017eka sily priameho upevnenia sa tie\u017e dosiahne, pokia\u013e uhly upevnenia \u03b1 nie s\u00fa men\u0161ie ako 15\u00ba.<\/p>\n<\/div>\n<\/div>\n\n

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

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<< Predch\u00e1dzaj\u00faci pr\u00edspevokEpiz\u00f3da 11: Pl\u00e1novanie ulo\u017eenia v kontajneri<\/a><\/p>\n<\/div>\n\n\n\n

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Next post >> Epiz\u00f3da 13: Zabezpe\u010denie dver\u00ed kontajnera<\/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

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Str\u00e1nka proti\u0161mykov\u00e1 podlo\u017eka sa \u010dasto pova\u017euje za v\u0161eliek, pokia\u013e ide o zabezpe\u010denie z\u00e1\u0165a\u017ee, ale je to naozaj tak? Mnoh\u00e9 pozorovania, ktor\u00e9 som vykonal po\u010das nakladac\u00edch oper\u00e1ci\u00ed, v\u0161ak v praxi \u010dasto ukazuj\u00fa \u00faplne in\u00fd obraz. Veci sa \u010dasto „zhor\u0161uj\u00fa“. Ako a \u010do vysvetl\u00edme ni\u017e\u0161ie. Funk\u010dn\u00fd princ\u00edp Najprv sa op\u00ed\u0161e funk\u010dn\u00fd princ\u00edp proti\u0161mykov\u00fdch roho\u017e\u00ed (ARM ). 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