Formula and preparation method of fiber suspension and noise-reducing anti-cracking slurry seal process
A kind of suspension and fiber technology, which is applied in the direction of roads, on-site paved coagulation pavements, buildings, etc., can solve the problem of polyester fiber being difficult to disperse in the mixture, and achieve the effect of not repairing reflective cracks and improving flexibility
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Embodiment 1
[0035] Asphalt binder: SBR latex modified emulsified asphalt, with a solid content of 62.6%, its performance indicators meet the requirements of "Technical Specification for Highway Asphalt Pavement Construction" (JTG F40-2004); the dosage is 10.4%.
[0036] Fiber: No fiber suspension added.
[0037] Filler: 425# ordinary Portland cement, its performance indicators meet the requirements of "Technical Specification for Highway Asphalt Pavement Construction" (JTG F40-2004); the addition amount is 1.2%.
[0038] Mineral material: limestone is used for fine aggregate, basalt is used for coarse aggregate, and its various performance indicators meet the requirements of "Technical Specification for Highway Asphalt Pavement Construction" (JTG F40-2004).
[0039] Mineral grading (washing method):
[0040] Sieve hole(mm) 9.5 4.75 2.36 1.18 0.6 0.3 0.15 0.075 Passing rate(%) 100.0 78.7 57.6 40.6 27.0 17.3 2.7 6.5
Embodiment 2
[0042] Asphalt binder: SBR latex modified emulsified asphalt, with a solid content of 62.6%, its performance indicators meet the requirements of "Technical Specification for Highway Asphalt Pavement Construction" (JTG F40-2004); the amount of emulsified asphalt is 11.5%.
[0043] Fiber: Add 2.5% fiber suspension.
[0044] Filler: 425# ordinary Portland cement, its performance indicators meet the requirements of "Technical Specification for Highway Asphalt Pavement Construction" (JTG F40-2004); the addition amount is 1.2%.
[0045] Mineral material: limestone is used for fine aggregate, basalt is used for coarse aggregate, and its various performance indicators meet the requirements of "Technical Specification for Highway Asphalt Pavement Construction" (JTG F40-2004).
[0046] Mineral grading (washing method):
[0047] Sieve hole(mm) 9.5 4.75 2.36 1.18 0.6 0.3 0.15 0.075 Passing rate(%) 100.0 78.7 57.6 40.6 27.0 17.3 2.7 6.5
Embodiment 3
[0049] Asphalt binder: SBR latex modified emulsified asphalt, with a solid content of 62.6%, its performance indicators meet the requirements of "Technical Specification for Highway Asphalt Pavement Construction" (JTG F40-2004); the amount of emulsified asphalt is 12.2%.
[0050] Fiber: Add 4.2% fiber suspension.
[0051] Filler: 425# ordinary Portland cement, its performance indicators meet the requirements of "Technical Specification for Highway Asphalt Pavement Construction" (JTG F40-2004); the addition amount is 1.2%.
[0052]Mineral material: limestone is used for fine aggregate, basalt is used for coarse aggregate, and its various performance indicators meet the requirements of "Technical Specification for Highway Asphalt Pavement Construction" (JTG F40-2004).
[0053] Mineral grading (washing method):
[0054] Sieve hole(mm) 9.5 4.75 2.36 1.18 0.6 0.3 0.15 0.075 Passing rate(%) 100.0 78.7 57.6 40.6 27.0 17.3 2.7 6.5
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