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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

Active Publication Date: 2022-07-22
SOUTH CHINA AGRI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Composite pavement has the advantages of high overall rigidity, good stability, and good driving comfort. However, due to the influence of vehicle load and temperature load, cracks are prone to occur in the upper layer of asphalt. Among them, reflection cracks are the most prominent, and reflection cracks continue to expand and damage the structure. Internally, it seriously affects the service life of the composite pavement
For the main problem of reflective cracks, only thickening the asphalt layer cannot effectively prevent the occurrence of reflective cracks, and the anti-reflection effect achieved by laying traditional pavement interlayer materials such as geotextiles and glass fiber grids is not obvious
[0003] Composite pavement structures are mostly used on national expressway arterial roads with large traffic volume and heavy transportation tasks. Road maintenance is difficult and takes a long time. Road enclosure may be required, which seriously affects normal traffic and causes large-scale traffic jams.

Method used

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  • Rigid stress absorbing layer for reflection crack prevention of composite pavement and preparation method of rigid stress absorbing layer

Examples

Experimental program
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Effect test

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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Abstract

The invention relates to a rigid stress absorbing layer for preventing reflection cracks of a composite pavement. The rigid stress absorbing layer is made of a high-ductility cement-based composite material. The high-ductility cement-based composite material is prepared from the following raw materials in parts by mass: 300 to 350 parts of cement, 800 to 1000 parts of fly ash, 20 to 150 parts of silica fume, 40 to 100 parts of microbeads, 400 to 600 parts of river sand, 300 to 450 parts of water, 3 to 4 parts of an additive and 10 to 30 parts of polyvinyl alcohol fiber. The invention further relates to a preparation method of the rigid stress absorbing layer for preventing the reflection cracks of the composite pavement. The PVA fiber in the rigid stress absorption layer plays a bridging role, so that the material has good ductility, cannot crack rapidly under the load effect and effectively absorbs the stress at the joint of the concrete slab on the bottom layer, and the stress absorption layer with high crack resistance and good anti-reversion performance is provided for the composite pavement.

Description

technical field [0001] The invention relates to the field of pavement materials, in particular to a rigid stress absorbing layer for composite pavement anti-reflection cracks, and a preparation method for a composite pavement rigid stress absorbing layer for anti-reflection cracks. Background technique [0002] In the early 1970s, a large number of concrete pavements in my country began to be built and put into use. However, with the increasing traffic volume and the continuous rolling of heavy vehicles, the original concrete pavement began to be damaged to varying degrees, resulting in a rapid decline in pavement performance. In order to effectively deal with pavement diseases, the old concrete pavement needs to be reconstructed, so the composite pavement has also ushered in the rapid development. This type of pavement is mainly to add asphalt mixture surface layer on the old cement concrete pavement. The composite pavement has the advantages of high overall stiffness, goo...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04C04B14/02C04B16/06E01C7/00E01C7/32C04B111/34
CPCC04B28/04C04B14/02C04B16/0641E01C7/00E01C7/325C04B2111/0075C04B2201/50C04B2111/343C04B18/08C04B18/146C04B14/06C04B2103/302Y02W30/91
Inventor 何华庭王海洋李庚英
Owner SOUTH CHINA AGRI UNIV