Plate type ballastless track self-compacting concrete additive
A technology of self-compacting concrete and slab ballastless track, applied in the field of slab ballastless track, can solve the problems of easy segregation, large drying shrinkage of hardened concrete, easy cracking of concrete, etc., and achieve the effect of preventing segregation and drying shrinkage
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Embodiment 1
[0028] The raw material composition of the self-compacting concrete additive weight part of the present embodiment:
[0029] 100 parts of sulfur-fixing ash
[0030] 50 parts of fly ash
[0031] 30 parts of silica fume
[0033] 0.5 parts of water reducer
[0034] 0.2 parts of triisopropanolamine.
[0035] Add 10% of the weight of cement into self-compacting concrete. The performance indicators of the freshly-mixed self-compacting concrete obtained after mixing with other raw materials are: the time required for the slump cylinder to expand to 500mm is 4s, the expansion degree is 650mm, the height difference of the J-shaped ring is 15mm, the L-meter time is 9s, and the L-meter The height ratio of both sides is 0.91; the hardened concrete performance indicators are: 3d compressive strength 16.0MPa, 28d compressive strength 46.0MPa, 56d electric flux 820 coulombs, freeze-thaw cycle resistance 320 times, 56d drying shrinkage value 280×10 -6 . Th...
Embodiment 2
[0037] The raw material composition of the self-compacting concrete additive weight part of the present embodiment:
[0038] 100 parts of sulfur-fixing ash
[0039] 20 parts of fly ash
[0040] Silica fume 10 parts
[0041] 20 parts of slag powder
[0042] 1 part water reducer
[0043] 0.1 part of triisopropanolamine.
[0044]Add 25% of the weight of cement into self-compacting concrete. The performance index of the freshly mixed self-compacting concrete obtained after mixing with other raw materials is: the time required for the slump cylinder to expand to 500mm is 5s, the expansion degree is 680mm, the height difference of the J-ring is 18mm, the time for the L-shaped instrument is 8s, and the time for the L-shaped instrument is 8s. The height ratio of both sides of the instrument is 0.91; the hardened concrete performance indicators are: 3d compressive strength 15.4MPa, 28d compressive strength 45.8MPa, 56d electric flux 920 coulombs, freeze-thaw cycle resistance 300 t...
Embodiment 3
[0046] The raw material composition of the self-compacting concrete additive weight part of the present embodiment:
[0047] 100 parts of sulfur-fixing ash
[0048] 20 parts of fly ash
[0049] Silica fume 20 parts
[0050] 15 parts of slag powder
[0051] 0.8 parts of water reducer
[0052] 0.5 part of triisopropanolamine.
[0053] It is mixed into self-compacting concrete at 18% by weight of cement. The performance index of the freshly-mixed self-compacting concrete obtained after mixing with other raw materials is: the time required for the slump cylinder to expand to 500mm is 5s, the expansion degree is 710mm, the height difference of the J-ring is 15mm, the time for the L-shaped instrument is 8s, and the time for the L-shaped instrument is 8s. The height ratio of both sides of the instrument is 0.92; the hardened concrete performance indicators are: 3d compressive strength 17.8MPa, 28d compressive strength 47.4MPa, 56d electric flux 840 coulombs, freeze-thaw cycle re...
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