Formula and preparation method of fiber suspension and noise-reducing anti-cracking slurry seal process
一种悬浮液、纤维的技术,应用在道路、现场铺筑的凝结性铺面、建筑等方向,能够解决聚酯纤维在混合料分散困难等问题,达到解决不能修复反射裂缝、提高柔性的效果
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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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