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Crack-resistant and souring-prevention cement pavement composite structure

A technology of cement pavement and composite structure, which is applied to cohesive pavement paved on site, roads, roads, etc. It can solve the problems of poor anti-crack and anti-scour performance, reflective cracks, etc. in the 1970s, 1980s and 1990s Established on the basis of a series of research results in the early 1990s and other issues, to achieve excellent water erosion resistance and delay reflective cracks

Active Publication Date: 2019-12-17
JIANGSU ZENGGUANG COMPOSITE MATERIAL TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although my country's cement pavement structure has a history of decades of development, its design method is basically established on the basis of a series of research results in the 1970s, 1980s and early 1990s, influenced by the technological level at that time. Restrictions, relying on low-grade roads, small loads of traffic vehicles, slow running speed, and backward construction technology
[0003] With the rapid development of the national economy and the growth of material flow, the demand for road transportation is also increasing. The general road structure cannot be transported better. Some road structures have poor performance and will be damaged after a certain period of use. The situation is very serious, and it is relatively complicated to repair, which is not conducive to saving construction costs and affects normal road transportation
The existing cement pavement structure has poor anti-crack and anti-scour performance, making it easy for road surface water to penetrate into the base layer, resulting in reflection cracks. Therefore, a pavement structure with improved anti-scour and anti-crack performance is needed

Method used

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  • Crack-resistant and souring-prevention cement pavement composite structure

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0046] A cement pavement composite structure with anti-crack and anti-scour, which comprises cushion layer, lower base, upper base, anti-crack and anti-scour layer and cement concrete surface course from bottom to top; the anti-crack and anti-scour layer includes lower bearing layer, transition layer and upper surface.

[0047] The lower bearing layer includes the following materials by weight:

[0048]

[0049] The particle size of the crushed stone is 5-10mm, and the coverage rate is 60%. The stabilizer includes 70wt% epoxy butyl stearate and 30wt% pentaerythritol.

[0050] The transition layer includes the following materials by weight:

[0051]

[0052]

[0053] The thickener includes 60wt% xanthan gum and 40wt% polyethylene oxide; the number average molecular weight of the ethylene-tetrafluoroethylene-hexafluoropropylene copolymer is 4800.

[0054] The upper surface layer includes the following materials by weight:

[0055]

Embodiment 2

[0057] A cement pavement composite structure with anti-crack and anti-scour, which comprises cushion layer, lower base, upper base, anti-crack and anti-scour layer and cement concrete surface course from bottom to top; the anti-crack and anti-scour layer includes lower bearing layer, transition layer and upper surface;

[0058] The lower bearing layer includes the following materials by weight:

[0059]

[0060] The particle size of the crushed stone is 5-10mm, and the coverage rate is 60-80%. The stabilizer includes 72wt% epoxy butyl stearate and 28wt% pentaerythritol.

[0061] The transition layer includes the following materials by weight:

[0062]

[0063] The thickener includes 70wt% xanthan gum and 30wt% polyethylene oxide; the number average molecular weight of the ethylene-tetrafluoroethylene-hexafluoropropylene copolymer is 5000.

[0064] The upper surface layer includes the following materials by weight:

[0065]

Embodiment 3

[0067] A cement pavement composite structure with anti-crack and anti-scour, which comprises cushion layer, lower base, upper base, anti-crack and anti-scour layer and cement concrete surface course from bottom to top; the anti-crack and anti-scour layer includes lower bearing layer, transition layer and upper surface;

[0068] The lower bearing layer includes the following materials by weight:

[0069]

[0070] The particle size of the crushed stone is 5-10mm, and the coverage rate is 80%; the stabilizer includes 75wt% epoxy butyl stearate and 25wt% pentaerythritol;

[0071] The transition layer includes the following materials by weight:

[0072]

[0073] The thickener includes 76wt% xanthan gum and 24wt% polyethylene oxide; the number average molecular weight of ethylene-tetrafluoroethylene-hexafluoropropylene copolymer is 5200.

[0074] The upper surface layer includes the following materials by weight:

[0075]

[0076]

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Abstract

The invention discloses a crack-resistant and souring-prevention cement pavement composite structure sequentially comprising a cushion layer, a lower base layer, an upper base layer, a crack-resistantand souring-prevention layer and a cement concrete surface layer from bottom to top. According to the crack-resistant and souring-prevention cement pavement composite structure, by optimizing chemical components of the crack-resistant and souring-prevention cement pavement composite structure, the internal structure of emulsified asphalt is improved at the microcosmic level, and the crack-resistant and souring-prevention cement pavement composite structure has excellent water souring resistance and has anti-seepage performance, anti-slide performance and crack-resistant performance. By meansof the cement pavement composite structure, the situation that road surface water permeates into the base layers can be eradicated, stress buffering can be achieved, generation of reflection cracks can be delayed, and limited sliding of the cement concrete pavement on a multi-efficacy link layer can be achieved.

Description

technical field [0001] The invention relates to a pavement structure, in particular to a crack-resistant and scour-resistant cement pavement composite structure. Background technique [0002] After more than 20 years of highway construction, the mileage of my country's secondary and above highways has reached 425,000 kilometers, of which more than 65,000 kilometers are expressways. Although my country's cement pavement structure has a history of decades of development, its design method is basically established on the basis of a series of research results in the 1970s, 1980s and early 1990s, influenced by the technological level at that time. Restrictions, relying on low-grade roads, small loads of traffic vehicles, slow running speed, and backward construction technology. [0003] With the rapid development of the national economy and the growth of material flow, the demand for road transportation is also increasing. The general road structure cannot be transported better. ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E01C7/14C08L95/00C08L53/02C08L27/18C08L23/08C08L27/16C08L63/00C08L83/07C08K3/34
CPCC08K2201/014C08L95/00C08L2205/03C08L2205/035E01C7/14E01C7/142C08L53/02C08L27/18C08K3/34C08L23/0892C08L27/16C08L63/00C08L83/04
Inventor 周庆月
Owner JIANGSU ZENGGUANG COMPOSITE MATERIAL TECH