Sell mobile unit waste burner |
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| Mobile unit burn waste No0X Ask for more information
Estimated Garbage Fractions % Tonnes Per Day Tonnes Per Day Total input Mixed MSW 100.00% 100 200 300 400 500 1,000 Usable as concrete filler Glass 6.60% 7 13 20 26 33 66 Metals ferrous 11.50% 12 23 35 46 58 115 aluminium 1.50% 2 3 5 6 8 15 other non-ferrous 0.60% 1 1 2 2 3 6 metals total 13.60% 14 27 41 54 68 136 Stones, aggregates & gypsum; inorganics 7.60% 8 15 23 30 38 76 Combustibles plastics 18.00% 18 36 54 72 90 180 rubber & leather 6.00% 6 12 18 24 30 60 textiles 4.80% 5 10 14 19 24 48 wood 9.10% 9 18 27 36 46 91 combustibles total 37.90% 38 76 114 152 190 379 If gasified, ash delivery from combustibles** 1.52% 2 3 5 6 8 15 **Red ink shows reduction to ash phase from solid Usable if above materials utilized 65.70% 66 131 197 263 329 657 Usable if combustibles materials gasified** 29.32% 29 59 88 117 147 293 Remainder food wastes 13.80% 14 28 41 55 69 138 yard trimmings 14.30% 14 29 43 57 72 143 tyres 6.00% 6 12 18 24 30 60 34.10% 34 68 102 136 171 341 Concrete Filler A 99.80% 100 200 299 399 499 998 B 63.42% 63 127 190 254 317 634 MIX: above plus Portland cement A 15.00% 15 30 45 60 75 150 B 13.48% 13 28 43 58 73 148 Pummice 15.00% 15 30 45 60 75 150 Concrete mix produced (total) 130 260 389 519 649 1,298 In 1824, Joseph Aspdin, a BRITISH bricklayer, patented a process for making what he called portland cement, with properties superior to its predecessors; this is the cement used in most modern construction. The strength of concrete depends mainly on the water to cement ratio. For a footpath a concrete value of 28day compressive strength of 20 MPa targetted, if the concrete contains ecoPHASER flyash which will give added strength beyond 90 days, or the cement is a blended cement containing slag which has a s |
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