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Organosilicone modification epoxy asphalt and mixture

A technology of epoxy asphalt and silicone, applied in building thermal insulation materials, building components, buildings, etc., can solve the problems of high cross-linking density, low impact strength, poor fatigue resistance, etc., and improve compatibility and oil resistance. The effect of improving and increasing adhesion

Active Publication Date: 2015-10-21
RES INST OF HIGHWAY MINIST OF TRANSPORT
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, due to the high cross-linking density of the cured product of epoxy resin, which has a three-dimensional network structure, resulting in large internal stress, high brittleness, poor fatigue resistance, poor heat resistance, and low impact strength, it greatly limits the engineering technology. application on

Method used

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  • Organosilicone modification epoxy asphalt and mixture

Examples

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Comparison scheme
Effect test

Embodiment 1

[0049] 1) Mix 10 parts of polymethyl silicone resin, 5 parts of KH-560 and 90 parts of bisphenol A epoxy resin, and stir for 20 minutes to complete the preparation of component A;

[0050] 2) Mix 135 parts of polyazelaic anhydride, 13.5 parts of dibutyl phthalate diluent, 0.01125 parts of accelerator with 125 parts of asphalt kept at 130°C, and stir at 90°C for 30 minutes to complete the preparation of component B;

[0051] 3) Mix component A and component B, and stir at 120°C for 5 minutes to obtain silicone-modified epoxy asphalt;

[0052] 4) Mix the prepared silicone-modified epoxy asphalt into the mineral aggregate, and stir at 120°C for 60s to obtain the silicone-modified epoxy asphalt mixture.

Embodiment 2

[0054]1) Mix 15 parts of polyethylphenyl silicone resin, 7.5 parts of KH-550 and 85 parts of bisphenol A epoxy resin, and stir for 15 minutes to complete the preparation of component A;

[0055] 2) Mix 35 parts of polyamide 650, 75 parts of a mixture of polyazelaic anhydride and methyltetrahydrophthalic anhydride, 7.5 parts of dibutyl phthalate diluent, 3.5 parts of xylene diluent, 0.00625 parts of accelerator and 120 ℃ Mix 112.5 parts of asphalt with heat preservation, and stir at 60°C for 30 minutes to complete the preparation of component B;

[0056] 3) Mix component A and component B, and stir at 70°C for 5 minutes to obtain silicone-modified epoxy asphalt;

[0057] 4) Mix the prepared silicone-modified epoxy asphalt into the mineral aggregate, and stir at 100°C for 60s to obtain the silicone-modified epoxy asphalt mixture.

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Abstract

The invention discloses organosilicone modification epoxy asphalt. The organosilicone modification epoxy asphalt comprises a component A and a component B. The component A comprises, by mass, 100 parts of mixtures of organosilicone resin and epoxy resin and 5 parts to 10 parts of organosilicone coupling agents, wherein the mass ratio of the organosilicone resin to the epoxy resin is 10-15 to 85-90. The component B comprises, by mass, 45 parts to 135 parts of curing agents, 4.5 parts to 13.5 parts of diluents, 0 part to 0.02 part of accelerants and 100 parts to 150 parts of asphalt. On the basis of the steps, mineral materials are mixed into the prepared organosilicone modification epoxy asphalt, stirring is carried out at 100 DEG C to 150 DEG C, and an organosilicone modification epoxy asphalt mixture is obtained. The invention further discloses a method for preparing the organosilicone modification epoxy asphalt mixture and application of the organosilicone modification epoxy asphalt mixture to steel bridge and cement concrete bridge deck pavement, asphalt road surface pavement and repairing and special sections such as intersections and parking stations.

Description

technical field [0001] The invention relates to an organosilicon modified epoxy asphalt and a mixture. [0002] The present invention also relates to the preparation method of the silicone modified epoxy asphalt and the mixture. [0003] The present invention also relates to the application of the silicone-modified epoxy asphalt mixture. Background technique [0004] With the rapid development of my country's economy, the traffic volume is increasing day by day, and the phenomenon of overloading is prominent, which puts forward higher requirements for the pavement structure and materials, and the early damage and structural damage of the road frequently occur. Compared with conventional pavement, steel bridge deck pavement has the characteristics of large deformation, unfavorable force, smooth steel plate, and large traffic volume. The force is complex, the maximum tensile stress or strain of the pavement layer may appear on the surface of the pavement layer, and the requi...

Claims

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Application Information

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IPC IPC(8): C08L95/00C08L63/00C08L83/04C04B26/26
Inventor 曹东伟张艳君张海燕靳明洋
Owner RES INST OF HIGHWAY MINIST OF TRANSPORT
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