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Ultrathin composite structure layer for preventing reflection cracks and preparation method of ultrathin composite structure layer

A composite structure, anti-reflection technology, applied in the field of transportation, can solve the problem of insufficient tensile strength, stability and waterproof ability of geogrid, high elongation at break of epoxy asphalt binder, toughness and strength, etc. Problems, to achieve the effect of improving anti-peeling and waterproof performance, improving tear resistance, and preventing relative movement

Active Publication Date: 2015-04-08
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the existing geogrids have no significant interlocking effect on the soil, and are prone to horizontal slippage. The tensile strength, stability, and waterproof performance of the geogrid are also insufficient, and fractures often occur. or corrosion damage
[0006] Epoxy asphalt binder has high tensile strength, bonding strength and waterproof ability, and is widely used in the bonding layer of asphalt concrete pavement, but epoxy asphalt binder is used in cement pavement and asphalt concrete overlay The structural layer between the layers is rare, because the structural layer between the cement pavement and the asphalt concrete has higher requirements on the performance of its materials. The transition layer between the flexible pavement layers must have excellent tensile and shear properties, but the existing epoxy asphalt binder has a large elongation at break, and its toughness and strength cannot reach this structure. layer requirements

Method used

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  • Ultrathin composite structure layer for preventing reflection cracks and preparation method of ultrathin composite structure layer
  • Ultrathin composite structure layer for preventing reflection cracks and preparation method of ultrathin composite structure layer
  • Ultrathin composite structure layer for preventing reflection cracks and preparation method of ultrathin composite structure layer

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Embodiment 1

[0043] Such as figure 1 As shown, it is an ultra-thin composite structural layer for anti-reflection cracks, including the anti-slip high-strength geogrid layer 2, the lower layer of toughened epoxy asphalt graded gravel layer and the upper layer of reinforced ring Oxygen asphalt graded gravel layer; the anti-reflection crack is set between the cement pavement 1 and the asphalt concrete overlay layer 7 with an ultra-thin composite structure layer, and the anti-reflection crack passes between the cement pavement 1 and the asphalt concrete overlay layer 7 Bonded with an ultra-thin composite structure layer; the lower toughened epoxy asphalt graded gravel layer includes the lower toughened epoxy asphalt layer 3 and the lower graded gravel 4, and the lower graded gravel 4 is laid on the lower layer On the toughened epoxy asphalt layer 3, and embedded in the lower toughened epoxy asphalt layer 3, contacting the anti-slip high-strength geogrid layer 2 and the upper reinforced epoxy ...

Embodiment 2

[0061] Such as figure 1 As shown, it is an ultra-thin composite structural layer for anti-reflection cracks, including the anti-slip high-strength geogrid layer 2, the lower layer of toughened epoxy asphalt graded gravel layer and the upper layer of reinforced ring Oxygen asphalt graded gravel layer; the anti-reflection crack is set between the cement pavement 1 and the asphalt concrete overlay layer 7 with an ultra-thin composite structure layer, and the anti-reflection crack passes between the cement pavement 1 and the asphalt concrete overlay layer 7 Bonded with an ultra-thin composite structure layer; the lower toughened epoxy asphalt graded gravel layer includes the lower toughened epoxy asphalt layer 3 and the lower graded gravel 4, and the lower graded gravel 4 is laid on the lower layer On the toughened epoxy asphalt layer 3, and embedded in the lower toughened epoxy asphalt layer 3, contacting the anti-slip high-strength geogrid layer 2 and the upper reinforced epoxy ...

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Abstract

The invention discloses an ultrathin composite structure layer for preventing reflection cracks and a preparation method of the ultrathin composite structure layer. The ultrathin composite structure layer comprises an anti-sliding high-strength geogrid layer, a lower toughening type epoxy asphalt layer, a lower graded macadam layer, an upper reinforced type epoxy asphalt layer and an upper graded macadam layer which are arranged on a cement pavement from bottom to top in sequence. The composite structure layer disclosed by the invention is a complex and solid interlocking system which is excellent in anti-pull, anti-shearing, adhesive and waterproof property, has very good tensile, anti-shearing and stress absorption functions when strain is relatively small, is capable of effectively reducing reflection cracks of an additionally paved asphalt concrete layer on the cement pavement and effectively reducing the self-weight, and is relatively low in thickness, good in stability, high in anti-sliding property and relatively long in service life, the preparation method of the composite structure layer is high in mechanical degree and high in feasibility, and the additionally paved asphalt concrete layer can be directly constructed on the prepared ultrathin composite structure layer.

Description

technical field [0001] The invention belongs to the technical field of transportation and relates to an ultra-thin composite structural layer and a preparation method thereof, in particular to an ultra-thin composite structural layer used for resisting reflection cracks between a cement pavement and an asphalt concrete overlay layer and a preparation method thereof . Background technique [0002] Cement pavement is one of the main pavement structures of various highways in my country. As a rigid pavement with strong load-dispersing capacity, it has superior performance. Most of the cement pavement constructed in the early stage has reached or exceeded its service life, and there are various degrees of disease. The general maintenance measures can no longer meet the requirements of the pavement, and it needs to be rebuilt or paved. As a common cement pavement reconstruction scheme, asphalt concrete overlay can significantly improve the performance of the original cement pave...

Claims

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Application Information

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IPC IPC(8): E01C7/32
CPCE01C7/32
Inventor 钱振东薛永超张勐贾文镖
Owner SOUTHEAST UNIV
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