Rudarski radovi br 4 2011 - Institut za rudarstvo i metalurgiju Bor

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8. Iskop jama za temeije samce 1 2 3<br />9. Izrada sekundarnih krovnih nosača (rožnjače, spregovi) 13 15 17<br />10. Izrada podloge za podnu ploču hale 3 4 5<br />11. Iskop kanala za spoljne instalacije 3 4 5<br />12. Izrada habajućeg sloja saobračajnica 1 2 3<br />13. Betoniranje temelja samaca i temeljnih greda 8 10 12<br />14. Transport i deponovanje čelične konstrukcije 1 3 4<br />15. Montaža betonskih stubova i olučnih greda 2 3 4<br />16. Izrada podne ploče hale sa hidroizolacijom 4 6 7<br />17. Povezivanje delova režetke u celinu 1 2 3<br />18. Postavljanje spoljnih instalacija 13 15 18<br />19. Montaža glavnih krovnih nosača (rešetke) 1 2 3<br />20. Montaža betonskih fasadnih elemenata 4 5 7<br />21. Montaža sekundarnih krovnih nosača 4 5 7<br />22. Ugrađivanje ostakljene fasadne bravarije 6 8 10<br />23. Montaža kranskih staza za mostni kran 3 4 5<br />24. Postavljanje krovnog pokrivača i oluka hale 7 10 12<br />25. Ugradivanje krovnih svetlosnih traka 2 3 4<br />26. Postavljanje unutrašnjih instaiacija hale 10 11 12<br />27. Montaža mostnih kranova 8 10 13<br />28. Molersko - farbarski radovi u hali 6 7 9<br />29. Tehnički prijem objekta 2 3 4<br />30. Puštanje u probni rad 8 10 12<br />Sl. 3. Analiza strukture mrežnog plana<br />Broj 4,2011. 153<br />RUDARSKI RADOVI
Rz1 = t1<br />[ ]<br />Rz1 = α + 2;4−α<br />Rz2 = Rz1+ t2<br />[ ]<br />t 2 = 2 α + 5;9 − 2α<br />[ ]<br />Rz2 = α + 2+ 2α + 5;4− α + 9−2α [ ]<br />Rz2 = 3α + 7;13−3α Rz3 = Rz2+ t3<br />[ ]<br />Rz3 = 3 α + 7 + 6α+ 24;13 − 3α+ 35−5α [ ]<br />Rz3 = 9α + 31;48−8α Rz4 = Rz2+ t4<br />[ ] [ ]<br />Rz4 = 3 α + 7;13− 3α + 2α + 14;18 −2α<br />[ ]<br />Rz4 = 5α + 21;31−5α Rz5 = Rz2+ t5<br />[ ] [ ]<br />Rz5 = 3 α + 7;13− 3α + α + 3;5 −α<br />[ ]<br />Rz5 = 4α + 10;18−4α Rz6 = Rz2+ t6<br />[ ] [ ]<br />Rz6 = 3 α + 7;13− 3α + 3α + 7;12 −2α<br />[ ]<br />Rz6 = 6 α + 14;25−5α R z1 = t1<br />[ ]<br />Rz1 = α + 2;4−α<br />Rz2 = Rz1+ t2<br />[ ]<br />t2= 2 α + 5;9−2α [ ]<br />Rz2 = α + 2+ 2α + 5;4− α + 9− 2α<br />[ ]<br />Rz2 = 3α + 7;13−3α Rz3 = Rz2+ t3<br />[ ]<br />Rz3 = 3 α + 7 + 6α + 24;13− 3α + 35 −5α<br />[ ]<br />Rz3 = 9α + 31;48−8α Rz4 = Rz2+ t4<br />[ ] [ ]<br />Rz4 = 3 α + 7;13 − 3α + 2α + 14;18 −2α<br />[ ]<br />Rz4 = 5α + 21;31−5α Rz5 = Rz2+ t5<br />[ ] [ ]<br />Rz5 = 3 α + 7;13− 3α + α + 3;5−α<br />[ ]<br />Rz5 = 4α + 10;18−4α Rz6 = Rz2+ t6<br />[ ] [ ]<br />Rz6 = 3 α + 7;13 − 3α + 3α + 7;12 −2α<br />[ ]<br />Rz6 = 6 α + 14;25−5α Rz7 = Rz5+ t7<br />[ ] [ ]<br />Rz7 = 4 α + 10;18− 4α + 3α + 9;14−2α [ ]<br />Rz7 = 7 α + 19;32−6α Rz8 = Rz5+ t8<br />[ ] [ ]<br />Rz8 = 4 α + 10;18− 4α + α + 1;3−α<br />[ ]<br />Rz8 = 5 α + 11;21−5α ⎡ ⎤<br />Rz9 = max⎢Rz5+ t9; Rz6+ t9⎥<br />⎢ ⎥<br />⎣ ⎦<br />Ovde primenjujemo postupak za poređenje<br />fuzzy brojeva, odnosno nalazimo<br />najveću vrednost fuzzy brojeva:<br />Rz5+ t9= [ 4 α + 10;18− 4α]<br />+<br />[ 2α+ 13;17− 2α] = [ 6 α + 23;35−6α] Rz6+ t9= [ 6 α + 14;25− 5α]<br />+<br />[ 2α + 13;17 − 2α] = [ 8 α + 27;42 −7α]<br />23 + 2 ⋅ 29 + 35<br />RRz ( 5+ t9)<br />= = 29,0<br />4<br />27 + 2 ⋅ 35 + 42<br />RRz ( 6+ t9)<br />= = 34,75<br />4<br />RRz ( 6+ t9) f RRz ( 6+ t9)<br />Iz zadnje relacije sledi da je rani<br />završetak za aktivnost 9 sledeći fuzzy<br />Rz9 = 8 α + 27;42− 7α<br />broj: [ ]<br />Broj 4,2011. 154<br />RUDARSKI RADOVI
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INSTITUT ZA RUDARSTVO I METALURGIJU
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SADR@AJ CONTENS M. Bugari
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vršeno je sve do 1987. god. a kona
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MINING AND METALLURGY INSTITUTE BOR
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Based on realized geological drilli
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istočno od đerdapske navlake lež
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GEOLOŠKE KARAKTERISTIKE LEŽI
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Sl. 4. Teren u domenu ležišta gli
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Ispitivanje granulometrijskog sasta
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literature data, semi-detailed polu
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GEOLOGICAL CHARACTERISTICS OF
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Fig. 4. Field in the domain of clay
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Testing of grain-size distribution
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Ova ankerna smeša će biti koriš
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This anchor mixture will be used in
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Tabela 2. Rezultati ispitivanja kam
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Sl. 4. Određivanje odnosa vlažnos
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Table 2. Test results of stone aggr
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Structural characteristics Det
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305 -100 Sl. 1. Izgled za
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Nakon zapunjavanja preostalog prost
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10 7 BRANA 1 LEGENDA
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305 -100 Fig. 1. View of
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Fig. 3. Review of the present appea
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4. CONCLUSION Fig. 4. Disposit
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Dobivanje uglja iznad raskršća ot
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matematičkom modelu, a međusobne<
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4. ZAKLJUČAK Proračunom dobi
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this stage is carried out alternate
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Rearranging the expression for the<
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4. CONCLUSION Calculation of t
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Tabela 1. Pregled polaznih tehno ek
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5. ZAKLJUČAK Bilansne rezerve
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Table 1. Summary of initial techno-
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5. CONCLUSION Balance reserves
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odmah iza valjka, kome je jedan deo
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Sl.3. Tehnološka šema laboratorij
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further testing, the laboratory pla
Page 108 and 109: Fig. 3. Technological scheme of lab
Page 110 and 111: INSTITUT ZA RUDARSTVO I METALURGIJU
Page 112 and 113: Međutim, na početku ćemo pojasni
Page 114 and 115: 4.1.2. Klasifikacija po posljedicam
Page 116 and 117: ed Štaba službe spasavanja, zato<
Page 118 and 119: Tabela 3.[8] Vjerovatnost Ovim
Page 124 and 125: MINING AND METALLURGY INSTITUTE BOR
Page 126 and 127: usiness policy of the company and o
Page 128 and 129: Table 1. NATURAL (workpla
Page 130 and 131: will occur from exposure to hazard
Page 132 and 133: ing to the overall economy. However
Page 134 and 135: and measures of their control can h
Page 138 and 139: Tabela 1. Rudne rezerve u ležišti
Page 140 and 141: Tabela 3. Proizvodnja pratećih pro
Page 142 and 143: Tabela 6. Prosečne neto zarade<br
Page 146 and 147: Table 1. Ore reserves in the active
Page 148 and 149: Table 3. Production of accompanying
Page 150 and 151: The average net wages have a tenden
Page 154 and 155: i izražava mogućnost da element t
Page 156 and 157: i p ( RZ t ) RZ = ma
Page 160 and 161: Pokazani postupak zatim analogno If it is not possible t
Page 170 and 171: Rz3 = Rz2+ t3 [ ] Rz3 = 3
Page 172 and 173: The difference in computation betwe
Page 176 and 177: Tabela 4. Zastupljenost objekata na
Page 178 and 179: 8. TROŠKOVI SAOBRAĆAJNIH NEZ
Page 180 and 181: 11. KRITERIJUMI VREDNOVANJA I 
Page 182 and 183: Tabela 15. Vrednosti kriterijumskih
Page 186 and 187: Table 3. Slopes of level Varia
Page 188 and 189: 7. EXPLOITATION COSTS Exploita
Page 190 and 191: • changes in natural look of terr
Page 192 and 193: Fig. 2. Distribution of responses f
Page 194 and 195: 7. 8. 9. 10. 11
Page 196 and 197: INSTITUT B O INSTITU
Page 199: JP PEU RESAVICA ЈП ПЕУ Р
Page 202: INSTRUCTIONS FOR THE AUTHORS M
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Rudarski radovi br 4 2011 - Institut za rudarstvo i metalurgiju Bor

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