{"id":46479,"date":"2023-07-18T11:07:33","date_gmt":"2023-07-18T09:07:33","guid":{"rendered":"https:\/\/www.maccaferri.com\/sk\/?page_id=46479"},"modified":"2023-07-18T11:07:34","modified_gmt":"2023-07-18T09:07:34","slug":"riesenia","status":"publish","type":"page","link":"https:\/\/www.maccaferri.com\/sk\/riesenia\/","title":{"rendered":"Rie\u0161enia"},"content":{"rendered":"
<\/div><\/div>

Rie\u0161enia<\/h1><\/div><\/div><\/div><\/div><\/div><\/div>
<\/div>
\"Bariery<\/a><\/div>
Bariery proti ozbrojen\u00fdm sil\u00e1m<\/h6><\/a>N\u00e1\u0161 \u013eahko a r\u00fdchlo nasadite\u013en\u00fd bari\u00e9rov\u00fd syst\u00e9m EBS MAC chr\u00e1ni vojakov poskytovan\u00edm balistickej ochrany, zmier\u0148ovan\u00edm v\u00fdbuchov a HVM bari\u00e9r. Gabi\u00f3ny E<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Bezpe\u010dnostn\u00e9<\/a><\/div>
Bezpe\u010dnostn\u00e9 bari\u00e9ry<\/h6><\/a>Bezpe\u010dnostn\u00e9 bari\u00e9ry s\u00fa \u0161peci\u00e1lne navrhnut\u00e9 a pl\u00e1novan\u00e9 tak, aby zabr\u00e1nili vozidl\u00e1m opusti\u0165 dia\u013enice alebo \u017eeleznice a vojs\u0165 na in\u00fa infra\u0161trukt\u00faru, do<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Budovanie<\/a><\/div>
Budovanie nov\u00fdch skl\u00e1dok odpadov na telese star\u00fdch skl\u00e1dok<\/h6><\/a>Miestne a \u0161t\u00e1tne org\u00e1ny, ktor\u00e9 sa usiluj\u00fa rie\u0161i\u0165 rast\u00faci probl\u00e9m spojen\u00fd s likvid\u00e1ciou odpadov\u00fdch materi\u00e1lov, m\u00f4\u017eu zv\u00e1\u017ei\u0165 mo\u017enos\u0165 znovu otvorenie uzat<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Budovanie<\/a><\/div>
Budovanie skl\u00e1dok odpadov<\/h6><\/a>Pre\u010do je pevn\u00fd podklad d\u00f4le\u017eit\u00fdPodkladov\u00fd bari\u00e9rov\u00fd syst\u00e9m je najcitlivej\u0161ia s\u00fa\u010das\u0165 syst\u00e9mu skl\u00e1dky, preto\u017ee mus\u00ed chr\u00e1ni\u0165 podlo\u017eie a podzemn\u00fa vodu<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Debri<\/a><\/div>
Debri Flow bari\u00e9ry a bari\u00e9ry proti plytk\u00fdm zosuvom<\/h6><\/a>Zemito kamenit\u00e9 toky a plytk\u00e9 zosuvy s\u00fa skvapalnen\u00e9 zosuvy p\u00f4dy obsahuj\u00face r\u00f4zne materi\u00e1ly od jemn\u00fdch \u010dast\u00edc a\u017e po ve\u013ek\u00e9 balvany pr\u00edpadne kon\u00e1re strom<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Duny\"<\/a><\/div>
Duny<\/h6><\/a>Pieso\u010dn\u00e9 duny pon\u00fakaj\u00fa z h\u013eadiska stability pobre\u017eia v\u00fdznamn\u00fa \u00falohu a maj\u00fa obrovsk\u00fa n\u00e1rodn\u00fa hodnotu. Preto mnoh\u00e9 krajiny realizovali projekty na rekon<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Dynamick\u00e9<\/a><\/div>
Dynamick\u00e9 bari\u00e9ry<\/h6><\/a>V ur\u010dit\u00fdch pr\u00edpadoch padaniu sk\u00e1l nemus\u00ed by\u0165 z technick\u00e9ho, topografick\u00e9ho alebo ekonomick\u00e9ho h\u013eadiska opl\u00e1\u0161tenie alebo povrchov\u00e1 stabiliz\u00e1cie svahov <\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Final<\/a><\/div>
Final Lining<\/h6><\/a>Kone\u010dn\u00e9 oblo\u017eenie je kritick\u00fdm prvkom podzemnej stavby, ktor\u00fd zohr\u00e1va k\u013e\u00fa\u010dov\u00fa \u00falohu pri zabezpe\u010dovan\u00ed trvanlivosti a pevnosti kon\u0161trukcie hotovej stav<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Gravita\u010dn\u00e9<\/a><\/div>
Gravita\u010dn\u00e9 oporn\u00e9 kon\u0161trukcie<\/h6><\/a>Stabilita gravita\u010dn\u00fdch oporn\u00fdch kon\u0161trukci\u00ed je z\u00e1visl\u00e1 od spr\u00e1vneho spolup\u00f4sobenia gabionov\u00fdch ko\u0161ov a ich v\u00fdplne, ktor\u00e1 podopiera alebo stabilizuje n<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Hr\u00e1dze,<\/a><\/div>
Hr\u00e1dze, priepusty a prie\u010dne stavby<\/h6><\/a>Rie\u010dne stavby sa pou\u017e\u00edvaj\u00fa na regul\u00e1ciu vodn\u00fdch tokov, ktor\u00e9 pren\u00e1\u0161aj\u00fa pevn\u00e9 \u010dastice alebo sedimenty. Tieto stavby br\u00e1nia toku, menia jeho hydraulick\u00e9<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Hydroizol\u00e1cia<\/a><\/div>
Hydroizol\u00e1cia n\u00e1dr\u017e\u00ed, jazier a kan\u00e1lov<\/h6><\/a>Hydroizol\u00e1cia n\u00e1dr\u017e\u00ed, jazier a kan\u00e1lov pln\u00ed mnoho funkci\u00ed, \u010di u\u017e ide o vytvorenie n\u00e1dr\u017e\u00ed na zachyt\u00e1vanie da\u017e\u010fovej vody, alebo o zabr\u00e1nenie zne\u010disteniu<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Konsolid\u00e1cia<\/a><\/div>
Konsolid\u00e1cia a vystu\u017eovanie<\/h6><\/a>Pri podzemnej v\u00fdstavbe, najm\u00e4 v n\u00e1ro\u010dn\u00fdch geologick\u00fdch podmienkach a v \u0165a\u017ek\u00fdch zemin\u00e1ch , je stabiliz\u00e1cia \u010deln\u00fdch pl\u00f4ch tunelov ve\u013emi d\u00f4le\u017eit\u00e1.<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Konsolid\u00e1cia<\/a><\/div>
Konsolid\u00e1cia pomocou dren\u00e1\u017enych syst\u00e9mov<\/h6><\/a>Er\u00f3zia povrchov\u00fdch vrstiev svahov a ich nestabilita (v d\u00f4sledku v\u00fdstavby alebo prirodzenou er\u00f3ziou) m\u00f4\u017ee by\u0165 spojen\u00e1 aj s neefekt\u00edvnym odveden\u00edm da\u017e\u010fo<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Kon\u0161trukcie<\/a><\/div>
Kon\u0161trukcie na ne\u00fanosnom podlo\u017e\u00ed<\/h6><\/a>N\u00e1sypy zalo\u017een\u00e9 na s\u00fadr\u017en\u00fdch alebo aluvi\u00e1lnych p\u00f4dach m\u00f4\u017eu kv\u00f4li stla\u010dite\u013en\u00e9mu charakteru z\u00e1kladovej p\u00f4dy konsolidova\u0165 .Existuje nieko\u013eko na\u0161ich r<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Morsk\u00e1<\/a><\/div>
Morsk\u00e1 akvakult\u00fara<\/h6><\/a>Spolo\u010dnos\u0165 Maccaferri dod\u00e1va na mieru navrhnut\u00e9 syst\u00e9my morsk\u00fdch akvakult\u00farnych siet\u00ed, ktor\u00e9 s\u00fa pripraven\u00e9 na in\u0161tal\u00e1ciu na plo\u0161in\u00e1ch a na mori.\r\n\r\nSp<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"N\u00e1sypy<\/a><\/div>
N\u00e1sypy na pil\u00f3tach<\/h6><\/a>Existuje mnoho pr\u00edpadov, kedy je potrebn\u00e9 zn\u00ed\u017ei\u0165 sadanie n\u00e1sypu v d\u00f4sledku konsolid\u00e1cie ne\u00fanosn\u00e9ho podlo\u017eia. Napr\u00edklad:  – Hrub\u00e9 vrstvy <\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"N\u00e1sypy<\/a><\/div>
N\u00e1sypy nad dutinami<\/h6><\/a>Ochrana proti poklesom \u00fazemia. Vysokopevnostn\u00e9 geomre\u017ee a geotext\u00edlie sa \u010dasto pou\u017e\u00edvaj\u00fa v oblastiach, kde je riziko poklesu \u00fazemia po \u0165a\u017ebe, alebo v <\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"N\u00e1sypy<\/a><\/div>
N\u00e1sypy proti padaniu sk\u00e1l<\/h6><\/a>N\u00e1sypy na ochranu proti padaj\u00facim skal\u00e1m s\u00fa pas\u00edvne syst\u00e9my a s\u00fa ide\u00e1lnym rie\u0161en\u00edm tam, ke\u010f nie je mo\u017en\u00e9 in\u0161talova\u0165 syst\u00e9my opl\u00e1\u0161tenia sk\u00e1l, napr\u00edklad<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Ochrana<\/a><\/div>
Ochrana l\u00edniov\u00fdch vodohospod\u00e1rskych stavieb<\/h6><\/a>Ochrann\u00e9 l\u00edniov\u00e9 vodohospod\u00e1rske stavby s\u00fa vodn\u00e9 stavby, ktor\u00e9 s\u00fa rovnobe\u017en\u00e9 s tokom rieky. Tieto stavby s\u00fa \u010dasto postaven\u00e9 na existuj\u00facich pr\u00edrodn\u00fdch<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Ochrana<\/a><\/div>
Ochrana potrub\u00ed<\/h6><\/a>Od roku 1981 poskytujeme in\u017einierske rie\u0161enia na ochranu, kotvenie, balastovanie a stabiliz\u00e1ciu podmorsk\u00fdch potrub\u00ed a veden\u00ed. Vieme pon\u00faknu\u0165 flexibiln<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Ochrana<\/a><\/div>
Ochrana svahov<\/h6><\/a>V\u0161etky pr\u00edrodn\u00e9 svahy s\u00fa vystaven\u00e9 neust\u00e1lym er\u00f3znym sil\u00e1m. Bez oh\u013eadu na to, \u010di bol svah v minulosti vytvoren\u00fd ako s\u00fa\u010das\u0165 novej v\u00fdstavby, alebo je v <\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Odvodnenie<\/a><\/div>
Odvodnenie podlo\u017eia n\u00e1sypov a vozoviek<\/h6><\/a>“Odvedenie vody za \u00fa\u010delom zv\u00fd\u0161enia technick\u00fdch parametrov stavebn\u00e9ho diela. Funk\u010dnos\u0165 cestn\u00fdch komunik\u00e1ci\u00ed a \u017eelezni\u010dn\u00fdch trat\u00ed m\u00f4\u017ee by\u0165 ovplyvnen\u00e1 vo<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Odvod\u0148ovanie<\/a><\/div>
Odvod\u0148ovanie skl\u00e1dok<\/h6><\/a>Probl\u00e9my s kvapaln\u00fdm odpadomLikvid\u00e1cia kvapaln\u00fdch odpadov\u00fdch l\u00e1tok je drah\u00e1 a n\u00e1ro\u010dn\u00e1 na dopravu a m\u00f4\u017ee vies\u0165 k \u010fal\u0161ej kontamin\u00e1cii prostr<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Plo\u0161n\u00e1<\/a><\/div>
Plo\u0161n\u00e1 a horizont\u00e1lna dren\u00e1\u017e<\/h6><\/a>Plo\u0161n\u00e1 a horizont\u00e1lna dren\u00e1\u017e predstavuje efekt\u00edvnu met\u00f3du na spevnenie m\u00e1lo \u00fanosn\u00e9ho podlo\u017eia v d\u00f4sledku pr\u00edtomnosti vody. Odvedenie vody z podlo\u017eia p<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Povrchov\u00e1<\/a><\/div>
Povrchov\u00e1 stabiliz\u00e1cia<\/h6><\/a>Niektor\u00e9 skaln\u00e9 svahy maj\u00fa nestabiln\u00fa povrchov\u00fa vrstvu, ktor\u00e1 \u010dasto vy\u017eaduje dodato\u010dn\u00fa stabiliz\u00e1ciu. Pon\u00fakame cel\u00fd rad syst\u00e9mov na zaistenia povrchove<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Prim\u00e1rne<\/a><\/div>
Prim\u00e1rne ostenie<\/h6><\/a>Pou\u017eitie striekan\u00e9ho bet\u00f3nu vystu\u017een\u00e9ho oce\u013eov\u00fdmi vl\u00e1knami po\u010das f\u00e1zy prim\u00e1rneho ostenia predstavuje \u010fal\u0161\u00ed pokrok v technol\u00f3gii v\u00fdstavby tunelo<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Pr\u00edstavy<\/a><\/div>
Pr\u00edstavy a m\u00f3la<\/h6><\/a>Pr\u00edstavy a m\u00f3la je mo\u017en\u00e9 realizova\u0165 a chr\u00e1ni\u0165 pred er\u00f3ziou pomocou na\u0161ich technick\u00fdch rie\u0161en\u00ed. Men\u0161ie pr\u00edstavy a turistick\u00e9 pr\u00edstavy u\u017e historicky pou<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Protihlukov\u00e9<\/a><\/div>
Protihlukov\u00e9 steny<\/h6><\/a>Protihlukov\u00e9 steny sl\u00fa\u017eia na minimalizovanie pren\u00e1\u0161ania \u0161kodliv\u00e9ho hluku z jedn\u00e9ho miesta na in\u00e9. Predpisy upravuj\u00face minimaliz\u00e1ciu ekologick\u00e9ho vplyv<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Siete<\/a><\/div>
Siete proti pred\u00e1torom<\/h6><\/a>Spolo\u010dnos\u0165 Maccaferri dod\u00e1va na mieru navrhnut\u00e9 siete proti pred\u00e1torom, ktor\u00e9 s\u00fa pripraven\u00e9 na fin\u00e1lnu mont\u00e1\u017e na rybej farme. \r\n\r\nSiete proti pred\u00e1tor<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Sie\u0165ov\u00e9<\/a><\/div>
Sie\u0165ov\u00e9 ko\u0161e pre rybie farmy<\/h6><\/a>Spolo\u010dnos\u0165 Maccaferri dod\u00e1va na mieru navrhnut\u00e9 prefabrikovan\u00e9 sie\u0165ov\u00e9 ko\u0161e pre rybie farmy. \r\n\r\nSie\u0165ov\u00e9 ko\u0161e KikkoNet s\u00fa vyroben\u00e9 pod\u013ea \u0161pecifik\u00e1cie <\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Snehov\u00e9<\/a><\/div>
Snehov\u00e9 z\u00e1brany a ochrana proti lav\u00ednam<\/h6><\/a>Obyvatelia horsk\u00fdch oblast\u00ed v snehov\u00fdch z\u00f3nach boli v\u017edy postihnut\u00ed rizikom lav\u00edn. Odles\u0148ovanie a rozvoj turizmu v t\u00fdchto regi\u00f3noch viedli k zn\u00ed\u017eeniu <\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Soil<\/a><\/div>
Soil Nailing<\/h6><\/a>Soil Nailing – klincovanie je technol\u00f3gia, ktor\u00e1 sa d\u00e1 pou\u017ei\u0165 bu\u010f na pr\u00edrodn\u00fdch alebo upraven\u00fdch svahoch a spo\u010d\u00edva v in\u0161tal\u00e1cii klincov na spevnenie s<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Soil<\/a><\/div>
Soil Veneer Applications<\/h6><\/a>Pri pokladan\u00ed zeminy na plochy s n\u00edzkym uhlom vn\u00fatorn\u00e9ho trenia hroz\u00ed, \u017ee sa zemina zo svahu zosunie. T\u00e1to situ\u00e1cia je prekvapivo \u010dast\u00e1 a vyskytuje sa<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"\u00daprava<\/a><\/div>
\u00daprava vodn\u00fdch tokov<\/h6><\/a>Na brehy a v pr\u00edpade potreby aj na dno koryta vodn\u00fdch tokov sa \u010dasto aplikuje ochrann\u00e1 bari\u00e9ra, aby sa zachovala dlhodob\u00e1 funk\u010dnos\u0165 toku. Bez ochrany <\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Usmer\u0148ovacie<\/a><\/div>
Usmer\u0148ovacie bari\u00e9ry – Attenuator bari\u00e9ry<\/h6><\/a>Syst\u00e9my usmer\u0148ovac\u00edch bari\u00e9r sa pou\u017e\u00edvaj\u00fa na svahoch, kde je pod bari\u00e9rou k dispoz\u00edcii dostato\u010dn\u00fd priestor, na ktorom sa skaly m\u00f4\u017eu nakoniec zastavi\u0165 <\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Uzatv\u00e1ranie<\/a><\/div>
Uzatv\u00e1ranie skl\u00e1dok odpadov<\/h6><\/a>“Prekrytie alebo in\u0161tal\u00e1cia povrchovej bari\u00e9ry je d\u00f4le\u017eitou s\u00fa\u010das\u0165ou procesu utesnenia (alebo prekrytia) skl\u00e1dky odpadov, kontaminovanej bane alebo po<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Vertik\u00e1lna<\/a><\/div>
Vertik\u00e1lna dren\u00e1\u017e<\/h6><\/a>“Hospod\u00e1renie s vodou z odvod\u0148ovac\u00edch syst\u00e9mov alebo z povrchu ter\u00e9nu je jedn\u00fdm z najd\u00f4le\u017eitej\u0161\u00edch aspektov ovplyv\u0148uj\u00facich \u017eivotnos\u0165 stavby.V\u00fdznam<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Vertik\u00e1lne<\/a><\/div>
Vertik\u00e1lne vystu\u017een\u00e9 horninov\u00e9 kon\u0161trukcie s bet\u00f3nov\u00fdm l\u00edcom<\/h6><\/a>Situ\u00e1cie, ktor\u00e9 vy\u017eaduj\u00fa na\u0161e cenovo efekt\u00edvne kon\u0161truk\u010dn\u00e9 rie\u0161eniaV poloh\u00e1ch, kde je pre v\u00fdstavbu vo\u013en\u00fd len \u00fazky stavebn\u00fd koridor, alebo v mestsk<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Vlnolamy<\/a><\/div>
Vlnolamy a v\u00fdhony<\/h6><\/a>Vlnolamy m\u00f4\u017eu by\u0165 umiestnen\u00e9 priamo na mori alebo na pobre\u017e\u00ed a zvy\u010dajne chr\u00e1nia pr\u00edmorsk\u00fa infra\u0161trukt\u00faru pred vlnami a morsk\u00fdmi pr\u00fadmi. Vlnolam rozpty<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Vystu\u017een\u00e9<\/a><\/div>
Vystu\u017een\u00e9 horninov\u00e9 kon\u0161trukcie a vystu\u017eovanie zemn\u00fdch svahov<\/h6><\/a>V\u00fdzvy pri \u00faprave sklonu telies n\u00e1sypovZmena sklonov n\u00e1sypov nad r\u00e1mec prirodzen\u00e9ho uhla vn\u00fatorn\u00e9ho trenia m\u00f4\u017ee vies\u0165 k naru\u0161eniu stability svahov.<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Vystu\u017eovanie<\/a><\/div>
Vystu\u017eovanie asfaltov\u00fdch vozoviek<\/h6><\/a>Zv\u00fd\u0161en\u00e9 nam\u00e1hanie cestn\u00fdch komunik\u00e1ci\u00ed. Na\u0161e cesty s\u00fa extr\u00e9mne za\u0165a\u017een\u00e9 \u2013 rast\u00fa intenzity dopravy a rozpo\u010dty na \u00fadr\u017ebu s\u00fa limitovan\u00e9Jednoduch\u00e9 odf<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Vystu\u017eovanie<\/a><\/div>
Vystu\u017eovanie okrajovej p\u00f4dy a skl\u00e1dok odpadu<\/h6><\/a>Maximalizovanie objemov uskladnen\u00e9ho odpadu na miestach s hust\u00fdm os\u00eddlen\u00edm”S n\u00e1rastom svetovej popul\u00e1cie \u013eudstvo produkuje st\u00e1le v\u00e4\u010d\u0161ie mno\u017estv\u00e1 o<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Z\u00e1vojov\u00e9<\/a><\/div>
Z\u00e1vojov\u00e9 opl\u00e1\u0161tenie<\/h6><\/a>Opl\u00e1\u0161tenie sk\u00e1l sa realizuje s cie\u013eom zachytenia uvo\u013enen\u00fdch alebo opadaj\u00facich sk\u00e1l. Padanie sk\u00e1l m\u00f4\u017ee predstavova\u0165 v\u00e1\u017ene nebezpe\u010denstvo pre infra\u0161truk<\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div>
\"Zv\u00fd\u0161enie<\/a><\/div>
Zv\u00fd\u0161enie \u00fanosnosti podlo\u017eia<\/h6><\/a>Probl\u00e9my spojen\u00e9 s cestami a ko\u013eajov\u00fdmi l\u00f4\u017ekami z nestmelen\u00fdch vrstievPodkladn\u00e9 vrstvy vozoviek, podlo\u017eia n\u00e1sypov a \u017eelezni\u010dn\u00fdch trat\u00ed vybudovan\u00e9 <\/span>Poh\u013ead <\/a>
star<\/span><\/div><\/div><\/div><\/div><\/div><\/div><\/div>
<\/div>

Nena\u0161li ste, \u010do ste h\u013eadali?<\/h2><\/div><\/div><\/div>
\n
\n
\n
\n
\n \n

<\/h2>\n <\/div>\n <\/div>\n
\n \n
\n
\n
\n \n <\/span>\n <\/div>\n <\/div>\n <\/div>\n\n
\n
\n
Filter by:<\/div>\n <\/div>\n
\n
\n \n