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Rudarstvo 2011 / Mining 20114.2 Prijedlog naĉina osiguranja veznog uskopaa) - Dimenzionisanje zone deformacija stijena oko veznog uskopa:U poglavlju 4.1.1 odreĊena je visina zone rasterećenja u stijenama krovine koja iznosi Y=1,85 m, idubina zone rasterećenja u stijenama podine i iznosi z=0,86 m. Da bi pristupili izboru i proraĉunuvrste i tipova ankerne podgrade, neophodno je izvršiti proraĉun širine zone rasterećenja u stijenamabokova podzemne prostorije. U skladu sa teorijom P. Bosnića, širina zone deformacija stijena ubokovima podzemne prostorije moţemo izraziti pomoću obrasca 4.3: hx ..................................................................................................................................4.3tgUvrštavanjem poznatih vrijednosti u obrazac 4.3, izraĉunata je zona rasterećenja u stijenama bokova iiznosi:0,283,0x 1, 25m0,67451Slika 5. Orjentacija veznih uskopa u otkopnom polju609
Rudarstvo 2011 / Mining 2011Slika 6. MeĊusobni poloţaj veznog uskopa i ĉelnog uskopa mehanizovanog širokog ĉela(a, b, i c – sekcije MŠĈ)Izraĉunati poloţaj zone deformacija u stijenama oko podzemne prosrorije dat je na slici 7.Slika 7. Zona deformacija u stijenama oko veznog uskopab) - Projektovanje ankerne podgrade:Princip projektovanja sistema ankerne podgrade podrazumijeva definisanje sljedećih parametara:- duţina ankera,- razmak izmeĊu ankera,- nosiva sposobnost i- veliĉina zatezne sile.- Proraĉun duţine ankera:Duţina ankera proraĉunava se po obrascu 4.4.610
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„ RUDARSTVO 2011“ / „ MINING
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ORGANIZATORI / ORGANIZERINSTITUT ZA
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S A D R Ţ A J / C O N T E N T S:Pl
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SWOT ANALIZA ENERGETSKOG POTENCIJAL
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‣ Ljubiša Obradović, Daniela Ur
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Rudarstvo 2011 / Mining 2011Cilj an
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