Rubber elastic self-compaction concrete for plate-type ballastless tracks
A technology of slab ballastless track and self-compacting concrete, which is applied in the field of slab ballastless track, can solve the problems of high cost, poor vibration damping performance and impact resistance, and easy cracking of concrete, so as to achieve high energy absorption capacity and improve resistance The effect of compressive strength
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Embodiment 1
[0035] The parts by weight of each component of rubber elastic self-compacting concrete for a slab ballastless track of the present embodiment are:
[0036] 100 parts of cement
[0037] 8 parts of rubber particles
[0038] 45 parts of fly ash
[0039] 300 parts fine aggregate
[0040] Coarse aggregate 300 parts
[0042] Expanding agent 7 parts
[0043] 1.2 parts of water reducer
[0044] Rheological additive 0.02 parts
[0045] 0.001 parts of defoamer
[0046] 60 parts of water
[0047] The performance indicators of fresh concrete are: the time required for the slump cylinder to expand to 500mm is 3s, the expansion degree is 700mm, the height difference of the J ring is 12mm, the time of the L instrument is 8s, and the height ratio of the two sides of the L instrument is 0.92; the hardened concrete performance indicators For: 3d compressive strength 18.0MPa, 28d compressive strength 47.0MPa, fiber reinforced concrete performance test (ACI-5...
Embodiment 2
[0049] The parts by weight of each component of rubber elastic self-compacting concrete for a slab ballastless track of the present embodiment are:
[0050] 100 parts of cement
[0051] 6 parts of rubber particles
[0052] 45 parts of fly ash
[0053] 300 parts fine aggregate
[0054] Coarse aggregate 300 parts
[0055] Basalt fiber 2 parts
[0056] 10 parts of expansion agent
[0057] 1.4 parts of water reducer
[0058] Rheological additive 0.02 part
[0059] 0.001 parts of defoamer
[0060] 55 parts of water.
[0061] The performance indicators of fresh concrete are: the time required for the slump cylinder to expand to 500mm is 3.5s, the expansion degree is 680mm, the height difference of the J-shaped ring is 15mm, the time for the L-shaped instrument is 7s, and the height ratio of the two sides of the "L" instrument is 0.92 The performance index of hardened concrete is: 3d compressive strength 20MPa, 28d compressive strength 48.2MPa, fiber reinforced concrete perf...
Embodiment 3
[0063] The parts by weight of each component of rubber elastic self-compacting concrete for a slab ballastless track of the present embodiment are:
[0064] 100 parts of cement
[0065] 5 parts of rubber particles
[0066] 50 parts of fly ash
[0067] 300 parts fine aggregate
[0068] Coarse aggregate 300 parts
[0069] Basalt fiber 2 parts
[0070] 10 parts of expansion agent
[0071] 1.7 parts of water reducer
[0072] Rheological additive 0.01 part
[0073] 0.001 parts of defoamer
[0074] 50 parts of water.
[0075] The performance indicators of fresh concrete are: the time required for the slump cylinder to expand to 500mm is 4.5s, the expansion degree is 710mm, the height difference of the J-shaped ring is 15mm, the time for the L-shaped instrument is 9s, and the height ratio of the two sides of the "L" instrument is 0.93 The performance index of hardened concrete is: 3d compressive strength 18.9MPa, 28d compressive strength 49.6MPa, fiber reinforced concrete pe...
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