Low Alkali UEA Expansion Agent for Concrete
Features *Improves the structure and grading of the void in the concrete apparently,lower the permeability of the concrete. * Cause 0.2-0.7 MPa compressive pre-stress in the interal part of the concrete structures under unrestrained and load-freed state,compensate the shrinkage. * Apply for waterproof/moisture proof of reinforced concrete structures. * Reduce the temperature stress at the top of the mess concrete structure. *Increase the proper distance of expansion joints.
Specification
Item |
Specified value ©§ |
Test read |
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Chemical |
Magnesia % ¡Ü | 5.0 | 2.40 | ||
| Water content % ¡Ü | 3.0 | 1.25 | |||
| Total alkali content % ¡Ü | 0.75 | 0.30 | |||
| Chloride ion % ¡Ü | 0.05 | 0.02 | |||
Physical ¡¡ |
Fineness | Spherical area/weight m2/kg ¡Ý |
250 | 340 | |
| 0.08mm sieve residue % ¡Ü | 10 | 6.3 | |||
| 1.25mm sieve residue % ¡Ü | 0.5 | 0 | |||
| Setting time | Initial set min ¡Ý | 45 | 2:00 | ||
| Final set h ¡Ü | 10 | 2:30 | |||
| Linited expansion ratio % | In water | 7d ¡Ý | 0.025 | 0.058 | |
| 28d ¡Ü | 0.10 | 0.063 | |||
| In air | 28d ¡Ý | -0.020 | 0.018 | ||
| Bending strength Mpa¡Ý | 7d | 25.0 | 33.5 | ||
| 28d | 45.0 | 55.8 | |||
| Compressive strength Mpa¡Ý | 7d | 4.5 | 5.5 | ||
| 28d | 6.5 | 6.5 | |||
| ** Fineness is denoted by spherical
area/weight ratio and 1.25mm sieveresidue or 0.08mm sieve residue and 1.25mm sieve residue.The sphericalarea/weight and 1.25mm sieve residue are adopted during testing and certification. |
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Usage and Caution
1)Should be test in laboratory to determine mix ratio with oncrete before use.
2)Use level is 6%-8% of binding material weight, may mix together with
cement,sand,stone and water.In special part,use level is 8%-10%.
3)Please comply with the application technology rules of extra agent for concrete.
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