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Dry concrete mixtures and ramming mixtures
Dry concrete mixtures and ramming mixtures are used for the preparation of concrete mixtures and monolithic linings
Technical characteristics
|
Norm for mark |
|||||
---|---|---|---|---|---|---|
|
SSHB |
SMKRB |
CMKB-72 |
CMKB-90 |
MKN-94 |
SMKN-85 |
ТS 1523-036-59284560-2010 |
ТS 14-194-206-17 |
ТS 14-194-212-95 with a change1 |
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Mass fraction, %: Al2O3, no less Fe2O3, no more CaO, in the limit of SiO2, no more |
42 1,2 4,0-6,0 - |
55 1,0 6,0-8,0 - |
over 72 1,0 6,0-8,0 - |
90 1,0 4,0-6,0 - |
94 1,0 3,0-5,0 1,5 |
85 1,3 2,5-4,5 - |
Refractory property, °C, no low |
1630 |
1650 |
1700 |
1730 |
- |
1730 |
Compressive resistance, N/mm2, no less, after heating at: 110 °C 1350 °C |
20 |
40 |
30 |
30 |
- |
- |
Compressive resistance, N / mm2, no less, after storage from the moment of mass gauging, during: 7 days |
- |
- |
- |
- |
17 |
- |
Relative mass variation upon calcination, %, no more |
- |
- |
- |
- |
0,8 |
- |
Residual changes in sizes during heating,%, no more, at the temperature 1350 °C |
1,0 |
1,5 |
1,0 |
1,0 |
- |
- |
Apparent density after heating up to temperature 1350 °C, g/сm3 , no less |
1,90 |
2,10 |
2,30 |
2,65 |
- |
- |
Onset temperature of softening °C, no low |
1300 |
1300 |
1350 |
1400 |
- |
- |
Grain size composition, %: screen residue: №7, no less №5, no more №3,2, no more №2, no more №05, no more №009, no more №009, in the limit of |
- 10 - 45 70 80 - |
- 10 - 30 55 70 - |
- 10 - 30 55 70 - |
- 10 - 45 70 80 - |
- - - - - - - |
5 15 25 - 20 - 30-55 |
Grain size composition, %: |
|
|
|
|
|
|
№7, no less |
- |
- |
- |
- |
100 |
- |
№6, no less |
- |
- |
- |
- |
95 |
- |
№4, no less |
- |
- |
- |
- |
70 |
- |
№2,8, no less |
- |
- |
- |
- |
65 |
- |
№0063, no less |
- |
- |
- |
- |
20 |
- |
№009, no less |
20 |
30 |
30 |
20 |
- |
20 |
Moisture content at the shipping, %, no more |
- |
- |
- |
- |
0,8 |
- |