Rigid stress absorbing layer for reflection crack prevention of composite pavement and preparation method of rigid stress absorbing layer
A composite pavement and stress-absorbing layer technology, applied in the field of pavement materials, can solve problems such as inability to effectively prevent reflective cracks, affect the service life of composite pavement, and prone to cracks and diseases in asphalt, and meet long-term effectiveness requirements. Good micro-cracks Excellent distribution performance and bonding effect
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Embodiment 1
[0030] The rigid stress absorbing layer for composite pavement anti-reflection cracks is made of high-ductility cement-based composite material; the high-ductility cement-based composite material includes the following raw materials by mass: 320 parts of cement, 880 parts of fly ash, and 60 parts of silica fume , 60 parts of microbeads, 480 parts of river sand, 350 parts of water, 3.3 parts of admixtures, and 22 parts of polyvinyl alcohol fiber (PVA).
[0031] Among them, the cement is ordinary Portland cement, 28-day compressive strength ≥42.5MPa, flexural strength ≥7MPa, specific surface area ≥300m 2 / kg; fly ash is Class II fly ash, with good workability and particle size of 5-10 μm; SiO in silica fume 2 Mass content of more than 80%, specific surface area ≥ 10000m 2 / kg; the particle size of the microbeads is 0.1-1.5μm, the filling is very strong, and the specific surface area is ≥3000m 2 / kg, it is a completely spherical powder; the fine aggregate used is river sand wit...
Embodiment 2
[0040] The rigid stress absorbing layer for composite pavement anti-reflection cracks is made of high-ductility cement-based composite material; the high-ductility cement-based composite material includes the following raw materials: 350 parts of cement, 800 parts of fly ash, and 110 parts of silica fume , 40 parts of microbeads, 480 parts of river sand, 380 parts of water, 3.3 parts of admixtures, and 25 parts of polyvinyl alcohol fiber (PVA).
[0041] Among them, the cement is ordinary Portland cement, 28-day compressive strength ≥42.5MPa, flexural strength ≥7MPa, specific surface area ≥300m 2 / kg; fly ash is Class II fly ash, with good workability and particle size of 5-10 μm; SiO in silica fume 2 Mass content of more than 80%, specific surface area ≥ 10000m 2 / kg; the particle size of the microbeads is 0.1-1.5μm, the filling is very strong, and the specific surface area is ≥3000m 2 / kg, it is a completely spherical powder; the fine aggregate used is river sand with a par...
Embodiment 3
[0050] The rigid stress absorbing layer for composite pavement anti-reflection cracks is made of high-ductility cement-based composite material; the high-ductility cement-based composite material includes the following raw materials by mass: 320 parts of cement, 820 parts of fly ash, and 60 parts of silica fume , 100 parts of microbeads, 480 parts of river sand, 350 parts of water, 3.3 parts of admixtures, and 22 parts of polyvinyl alcohol fiber (PVA).
[0051] Among them, the cement is ordinary Portland cement, 28-day compressive strength ≥42.5MPa, flexural strength ≥7MPa, specific surface area ≥300m 2 / kg; fly ash is Class II fly ash, with good workability and particle size of 5-10 μm; SiO in silica fume 2 Mass content of more than 80%, specific surface area ≥ 10000m 2 / kg; the particle size of the microbeads is 0.1-1.5μm, the filling is very strong, and the specific surface area is ≥3000m 2 / kg, it is a completely spherical powder; the fine aggregate used is river sand wi...
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