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A Composite Structure for Restraining Reflective Cracks on Old Cement Concrete Pavement and Its Reform Method

A technology of reflecting cracks and composite structures, which is applied to roads, roads, pavement details, etc., can solve the problems of poor shear resistance, tensile strength, insufficient road surface toughness, and poor waterproof performance, so as to improve the overall bearing capacity and improve the overall Shear strength and waterproof performance, the effect of improving interlayer bonding force

Active Publication Date: 2018-10-16
NANTONG ROAD & BRIDGE ENG CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0008] The purpose of the present invention is to address the deficiencies in the prior art, and now provides a composite structure and a transformation method for suppressing reflection cracks on old cement concrete pavement, so as to solve the problem that the toughness of the road surface is not strong enough, the overall shear resistance and the overall tensile strength are relatively poor, and the inhibition The effect of reflective cracks is not good, and the waterproof performance is poor. After the formation of reflective cracks, it is easy to cause water damage.

Method used

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  • A Composite Structure for Restraining Reflective Cracks on Old Cement Concrete Pavement and Its Reform Method
  • A Composite Structure for Restraining Reflective Cracks on Old Cement Concrete Pavement and Its Reform Method

Examples

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Embodiment 1

[0040] A reconstruction method for suppressing reflective cracks on an old cement concrete pavement, comprising the following steps:

[0041] (1) Forming of broken-line local restraint steel bar 9: select threaded steel bar, bend the threaded steel bar into the required broken-line shape according to the width of the transverse joint 7 between the plates and the width of the longitudinal joint 10 between the plates, Complete the forming of the zigzag locally constrained steel bar 9;

[0042] (2) Deflection pretreatment of old cement panels 11: measure deflection difference between panels for old cement panels 11 that need joint reinforcement, and select old cement panels 11 with measured deflection difference ≤ 0.06mm;

[0043] (3) Reinforcement pretreatment: For the selected old cement panels 11 whose measured value of deflection difference is less than or equal to 0.06mm, perform pretreatment of rebar planting, and the additional stress concentration area of ​​the vehicle lo...

Embodiment 2

[0054] The difference between Example 2 and Example 1 is that after the deflection difference between panels is measured in step (2), the old cement panel 11 whose measured value of deflection difference is > 0.06, before step (3). Cement panel 11 grouting treatment; the grouting material of the grouting treatment is cement mortar, the proportion of cement mortar is: 1.0:5, compressive strength ≥ 15Mpa, and based on the total mass of cement mortar, add 0.001wt% of aluminum powder, Early strength agent 0.01wt%. Through grouting treatment and adding aluminum powder early strength agent, etc., the deflection difference between the boards is reduced to less than 0.06mm, which reduces the additional stress caused by the void at the bottom of the board, and prevents the deflection difference between the boards from being too large, resulting in reflections on the road surface after renovation crack phenomenon.

[0055] The present invention makes full use of the residual strength o...

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Abstract

The invention discloses a composite structure for suppressing reflection cracks of an old cement concrete pavement. The composite structure comprises a base layer, an old cement slab laid on the base layer and an asphalt concrete overlay laid on the old cement slab, and also comprises a multi-scale hybrid-fiber reinforced epoxy asphalt chip seal laid between the old cement slab and the asphalt concrete overlay; the asphalt concrete overlay comprises a lower layer of medium-grained asphalt concrete, a modified emulsified asphalt binder layer and an upper layer of stone mastic asphalt, which are sequentially laid from the bottom to the top. The invention further discloses a reconstruction method of the composite structure for suppressing reflection cracks of an old cement concrete pavement, and the reconstruction method comprises local constraints of steel bar forming, planting of steel bars and completion of the multi-scale hybrid-fiber reinforced epoxy asphalt chip seal. According to the composite structure and the reconstruction method disclosed by the invention, the overall bearing capacity of the pavement which is reconstructed by the old cement slab can be improved, the interlayer bonding force between the old cement slab and the asphalt concrete overlay is effectively increased, the generation of the reflection cracks is suppressed and the condition that the reflection cracks are prevented from extending to the asphalt concrete overlay is avoided.

Description

technical field [0001] The invention belongs to the technical field of road and traffic engineering, and in particular relates to a composite structure for suppressing reflection cracks on an old cement concrete pavement and a reconstruction method. Background technique [0002] Since the 1990s, China has built a large number of cement concrete roads. With the rapid development of national economic construction, the load and density of vehicles on urban roads and national highways are increasing, and heavy loads and overloading are common, resulting in increasingly serious damage to cement concrete pavements. At present, most cement concrete pavements are in the period of overhaul. Adding asphalt concrete pavement on the old cement concrete pavement is the main form of old cement pavement reconstruction, but this kind of composite pavement structure is very easy to cause stress concentration in the asphalt concrete overlay layer above the joint between the old cement concre...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01C11/04E01C11/06
CPCE01C11/04E01C11/06
Inventor 徐勋倩陈建平冯旭阳沙海洋葛敏莉葛文璇郭贺贺汤天培
Owner NANTONG ROAD & BRIDGE ENG CO LTD
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