Self-inflow type semi-flexible composite pavement and construction method thereof

A composite pavement, semi-flexible technology, which is applied to the coagulation pavement, roads, roads and other directions paved on site, can solve the problems of long maintenance time, low compressive strength of the pavement, affecting the skeleton of the asphalt mixture, etc., to avoid early turtles. The effect of cracking and late shrinkage, long road life and low maintenance cost

Active Publication Date: 2012-10-31
广东龙湖科技股份有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The semi-flexible composite pavement is still in the experimental paving stage in my country at this stage. From the paved road sections, it can be found that the overall compressive strength of the pavement is low and requires a long maintenance time (generally 5-7 days) In addition, the injection of cement slurry needs to be supplemented by slight vibration, which will affect the skeleton of the asphalt mixture.

Method used

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  • Self-inflow type semi-flexible composite pavement and construction method thereof
  • Self-inflow type semi-flexible composite pavement and construction method thereof
  • Self-inflow type semi-flexible composite pavement and construction method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0032] 1. Preparation of asphalt mixture

[0033] Performance indicators of asphalt: softening point > 75, penetration 45-70, flash point > 230, film aging mass loss < 1%;

[0034] Mineral powder: It is obtained by grinding hydrophobic stones such as strong basic rocks in limestone or magmatic rocks;

[0035] Mineral material: use granite or basalt, the maximum diameter is 26.5mm, and the design range of mineral material gradation is shown in Table 1;

[0036] Table 1

[0037]

[0038] The performance index of mineral material: wear value40BPN, firmness<12%.

[0039] The weight ratio of asphalt, mineral powder and mineral aggregate is designed to be 3:4:93.

[0040] Mix and stir the asphalt, mineral powder and mineral material in the above ratio at 160°C to obtain asphalt mixture.

[0041] 2. Preparation of road mortar

[0042] The raw material composition and weight ratio of mortar are shown in Table 2

[0043] Table 2

[0044] Element weight ratio ...

Embodiment 2

[0058] 1. Preparation of asphalt mixture

[0059] Performance indicators of asphalt: softening point > 75, penetration 45-70, flash point > 230, film aging mass loss < 1%;

[0060] Mineral powder: It is obtained by grinding hydrophobic stones such as strong basic rocks in limestone or magmatic rocks;

[0061] Mineral material: use granite or basalt, the maximum diameter is 26.5mm, and the design range of mineral material gradation is shown in Table 4;

[0062] Table 4

[0063]

[0064] The performance index of mineral material: wear value40BPN, firmness<12%.

[0065] The weight ratio of asphalt, mineral powder and mineral aggregate is designed to be 4:4:92.

[0066] Mix and stir the asphalt, mineral powder and mineral material in the above ratio at 170°C to obtain asphalt mixture.

[0067] 2. Preparation of road mortar

[0068] The raw material composition and weight ratio of mortar are shown in Table 5

[0069] table 5

[0070] Element weight ratio ...

Embodiment 3

[0084] 1. Preparation of asphalt mixture

[0085] The gradation of asphalt, mineral powder, mineral aggregate and mineral aggregate is identical with embodiment 1;

[0086] 2. Preparation of road mortar

[0087] The raw material composition and weight ratio of mortar are shown in Table 7

[0088] Table 7

[0089] Element weight ratio cement 45% sand 32.5% Vinyl acetate and ethylene copolymers 2.5% Metakaolin with particle size 15% Polyether, polyalcohol shrinkage reducer 4% Sulfonated melamine formaldehyde resin and polycarboxylate ether mixture 0.5%

[0090] (weight ratio 3.2:6.8) calcium formate 0.5%

[0091] Mix the components in the above proportions, add 22% of the total amount of water in the mortar, and use a continuous mixer to stir on site to obtain road mortar. The road mortar has reached final setting after 7.5 hours of curing. The performance test results of the mortar are s...

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Abstract

The invention relates to a semi-flexible composite pavement of which mixed cement slurry can automatically flow in holes of an asphalt mixture in a construction process. The composite pavement comprises an open-graded macro-porous asphalt mixture structure layer and pavement mortar which is filled in the holes of the macro-porous asphalt mixture, wherein the pavement mortar comprises 30 to 50 percent cement, 20 to 40 percent of sand, 2 to 4 percent of organic binder, 10 to 20 percent of active filler, 3 to 10 percent of shrinkage reducer, 0.2 to 0.5 percent of water reducer, 0.1 to 1 percent of early strength agent and water in an amount of 20 to 28 percent based on the total weight of all the components of the pavement mortar. The composite pavement of the invention has the advantages ofhigh compression strength, short maintenance time, smoothness, compactness, seamlessness, skid resistance, wear resistance, crack resistance, durability and convenient construction. The invention also provides a construction method of the semi-flexible composite pavement. The method comprises the steps of base pavement treatment, open-graded asphalt mixture paving, on-spot pavement mortar stirring and grouting, maintenance and the like. In the construction method of the invention, the mortar is automatically filled in the holes of the asphalt mixture according to the gravity per self and highworkability and fluidity, so influences which are caused by adopting vibration paving on asphalt frameworks are avoided.

Description

technical field [0001] The invention relates to a pavement, in particular to a semi-flexible composite pavement which is formed by filling high-performance cement mixing slurry in an open-graded asphalt mixture and has the advantages of both asphalt pavement and cement concrete pavement, and more specifically relates to a During the construction process, the cement mixture slurry can automatically flow into the semi-flexible composite pavement in the pores of the asphalt mixture. The present invention also relates to a construction method of the self-flowing semi-flexible composite pavement. Background technique [0002] my country's traditional highway and urban road pavement is basically divided into two categories, one is asphalt pavement, and the other is cement concrete pavement. These two types of road surfaces have their own advantages in use, but there are also many problems. For example, asphalt pavement mainly has disadvantages such as low bearing capacity, high t...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B28/00E01C7/26
CPCC04B26/26C04B2111/00086C04B2111/00362C04B2111/50C04B2111/0075C04B41/52C04B2111/00612C04B2111/343C04B28/02
Inventor 黄丽圆洪永顺刘双华罗天翼黄悦章
Owner 广东龙湖科技股份有限公司
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