c.c.s. Karimova L.Ì., d.t.s. Zhumashev K.Zh., Kairalapov Y.Ò.
Chemical
and metallurgical Institute, Kazakhstan
DEFINITION
of Static strength of granules of the quick-and-dirty copper concentrate OFF-BALANCE ore
OF Annensk deposit
A necessary
condition for the preparation of copper raw materials for firing is a raw
material granulation. At the same time is very important to obtain granules,
the strength characteristics that can withstand the stresses of transportation
and congestion, as well as the processing in the kiln.
Study were
pellets obtained from crude flotation concentrate with a particle size of the
class -0,074 mm (yield 60,3%) with chemical
composition (%): Cu –4,3; S –3,49; Fe–3,18; CaO – 3,05; Na2O – 1,52; K2O
– 1,20. As a
binder used in a mixture of a solution of lignosulphonate (sulphite-alcohol
vinasse ρ = 1,04 g/cm3) and sulfuric acid 10%. The concentrate
was subjected to pelletizing enlarged-laboratory granulator bowl with a
diameter of 1,2 m,
depth 15 cm and applying the binder spray. Fraction of granules need to sift
sieve size class -10+7 mm
(dmean= 8,5
mm). The drying of the granules was performed on a lattice, which is fed by the
hot air to the desired temperature.
Bulk density of
granules γ for raw and dried at 100 0C was 1016,0 and 875,2 kg/m3,
respectively.
To determine
the yield of whole grains in each independent experiment by fixing the load of
20 pellets were collected. Static strength, it is the way of whole grains,
calculated from the probability formula energo-stahastic strength [1]. The obtained results of static strength for wet and
dried granules are shown in the table. The adequacy of the
experimental and calculated dependencies determined by the correlation
coefficient R and its significance tR>2.
Statistical
evaluation of reproducibility of experimental data from two parallel
experiments tested by the criterion of Cochran who was to be met for raw and
dried grains Ê=0,3913<0,7800, Ê=0,4<0,8142 respectively.
Table – Results of experiments to
determine the characteristics of an effective surface tension ρs, N/m,
or the energy of the fracture surface, J/m2, and static strength of
wet and dried granules Ðs (f)
G, kg |
Raw granules |
||||
mean () |
|
ρs(2) |
|
Ðs(4) |
|
0,7 |
0,85 |
655,9608 |
694,407 |
0,85 |
0,8909 |
0,8 |
0,825 |
728,8926 |
737,348 |
0,825 |
0,8357 |
1,0 |
0,775 |
869,3695 |
823,23 |
0,775 |
0,7022 |
1,250 |
0,625 |
981,3493 |
930,5825 |
0,625 |
0,5239 |
1,300 |
0,5 |
956,613 |
952,053 |
0,5 |
0,4900 |
1,500 |
0,25 |
983,3599 |
1037,935 |
0,25 |
0,3669 |
G, kg |
The dried granules |
||||
mean () |
|
ρs(3) |
|
Ðs (5) |
|
1,580 |
0,95 |
1794,365 |
1767,796 |
0,95 |
0,9454 |
1,880 |
0,875 |
1820,362 |
1846,156 |
0,875 |
0,8845 |
2,280 |
0,75 |
1942,584 |
1950,636 |
0,75 |
0,7553 |
3,385 |
0,275 |
2245,617 |
2239,262 |
0,275 |
0,2689 |
3,585 |
0,2 |
2292,489 |
2291,502 |
0,2 |
0,1991 |
To determine the surface tension
under the influence of static load
using the formula [1]
,
(1)
introduced the
average values (from table) in
fractions of unity. The results are
shown in the table.
As the power load using
the load of mass 0,7-3,585 kg, as a consequence of its physical impact is determined by the
As the table shows the effective
surface tension increases regularly
from raw grain (67-100 N/m) to dry (182-233
N/m).
According to the results table (G –) and construct
the dependence we obtain the equations for the effective surface tension for wet and dried
granules
, R=0,9057,
(2)
, R=0,9933. (3)
Substituting equation (2),
(3) for wet and dried
granules in the model (1), we estimated probabilistic
model of the static strength of
wet and dried granules:
, R=0,6825, tR=2,555>2, (4)
, R=0,8779, tR=6,631>2. (5)
The results
obtained by the static strength (4), (5) are presented in the table.
The equation for the static load
can be expressed
in terms of weight of the layer,
since this type of load in an industrial environment is the
principal (in bins, piles of
drying, roasting and smelting
furnaces). This load is taken into account in the approximation of
ordinary packaging layer over the height
and bulk density [1, p.43]
,
(6)
where hl – bed
height, m, – the
applied force, γ – bulk
density of granules, kg/m3; – acceleration of gravity equal to
9,82 m/s2.
Substitute equation (6)
at (4), (5) for wet and dry beads, respectively, based on the known numerical quantities
(γ, g) we estimated
a model for preservation of grains under static load in the bunkers
,
(7)
. (8)
Overall, the results to determine the
static strength of pellets of crude copper concentrate showed the possibility of obtaining adequate
dependence of the effective surface
tension for both raw and dried to pellets, a fixed-breaking
load with the establishment of statistical
evaluation of reproducibility of
experimental data on the criterion of Cochran on the output
of whole grains. According
to the results of experiments on the static strength of pellets effective surface tension increases regularly from raw grain (694-1037 N/m) to dry (1767-2291 N/m).
To ensure the safety of granules in
the average of at least 80% of
the allowable height of the layer
to the average diameter of granules, for green
pellets is 0,4 meters, and
dried to less
than 1 meter. Therefore, the layer height when filling in different silos
and storage tanks shall not exceed the above quantities.
Literature:
1 Malyshev VP,
Teleshev KD, Nurmagambetova
AM Degradability and
safety of conglomerates. - Almaty: SIC «Ғylym», 2003 .-
336 ð.