Asphalt composition for road paving
US-2019359827-A1 · Nov 28, 2019 · US
US11708669B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-11708669-B2 |
| Application number | US-201816631087-A |
| Country | US |
| Kind code | B2 |
| Filing date | Jul 17, 2018 |
| Priority date | Jul 18, 2017 |
| Publication date | Jul 25, 2023 |
| Grant date | Jul 25, 2023 |
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The present invention relates to a road paving method enabling one to provide an asphalt paving material layer in which both excellent stability and stress relaxation can be made compatible with each other, the method includingStep 1: a step of mixing asphalt, a thermoplastic elastomer, a polyester, and an aggregate to obtain an asphalt mixture, andStep 2: a step of laying the asphalt mixture obtained in Step 1 on a road, thereby forming an asphalt paving material layer, whereinthe polyester has a softening point of 90° C. or higher and 140° C. or lower and a glass transition point of 40° C. or higher and 80° C. or lower, anda ratio of the polyester is more than 17 parts by mass and 50 parts by mass or less based on 100 parts by mass of the asphalt.
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The invention claimed is: 1. A road paving method comprising Step 1: a step of mixing asphalt, a thermoplastic elastomer, a polyester, and an aggregate to obtain an asphalt mixture, and Step 2: a step of laying the asphalt mixture obtained in Step 1 on a road, thereby forming an asphalt paving material layer, wherein the polyester comprises an alcohol component-derived structural unit containing 60 mol % or more of an alkylene oxide adduct of bisphenol A and a carboxylic acid component-derived structural unit containing 50 mol % or more of at least one selected from the group consisting of terephthalic acid and isophthalic acid, has a hydroxyl value of 1 mgKOH/g or more and 20 mgKOH/g or less, has a softening point of 90° C. or higher and 140° C. or lower and has a glass transition point of 40° C. or higher and 80° C. or lower, and a ratio of the polyester is more than 17 parts by mass and 50 parts by mass or less based on 100 parts by mass of the asphalt. 2. The road paving method according to claim 1 , wherein the thermoplastic elastomer is at least one selected from the group consisting of a styrene/butadiene block copolymer, a styrene/butadiene/styrene block copolymer, a styrene/butadiene random copolymer, a styrene/isoprene block copolymer, a styrene/isoprene/styrene block copolymer, a styrene/isoprene random copolymer, an ethylene/vinyl acetate copolymer, and an ethylene/acrylic acid ester copolymer. 3. The road paving method according to claim 1 , wherein the thermoplastic elastomer is at least one selected from the group consisting of a styrene/butadiene block copolymer, a styrene/butadiene/styrene block copolymer, a styrene/butadiene random copolymer, a styrene/isoprene block copolymer, a styrene/isoprene/styrene block copolymer, and a styrene/isoprene random copolymer. 4. An asphalt mixture for use in the road paving method according to claim 1 , wherein the asphalt composition comprises said asphalt, said thermoplastic elastomer, said polyester, and said aggregate, wherein the polyester comprises an alcohol component-derived structural unit containing 60 mol % or more of an alkylene oxide adduct of bisphenol A and a carboxylic acid component-derived structural unit containing 50 mol % or more of at least one selected from the group consisting of terephthalic acid and isophthalic acid, has a hydroxyl value of 1 mgKOH/g or more and 20 mgKOH/g or less, has a softening point of 90° C. or higher and 140° C. or lower and has a glass transition point of 40° C. or higher and 80° C. or lower, and wherein a ratio of the polyester is more than 17 parts by mass and 50 parts by mass or less based on 100 parts by mass of the asphalt.
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