首页> 外国专利> SMA High grade asphalt concrete composition having excellent high and low temperatures property for water-inpermeable intermediate layer Constructing method of water-inpermeable intermediate layer using the same Paving method of permeable asphalt concrete comprising constructing step of water-inpermeable intermediate layer and Paving method of stone mastic asphalt concrete comprising constructing step of water-inpermeable intermediate layer

SMA High grade asphalt concrete composition having excellent high and low temperatures property for water-inpermeable intermediate layer Constructing method of water-inpermeable intermediate layer using the same Paving method of permeable asphalt concrete comprising constructing step of water-inpermeable intermediate layer and Paving method of stone mastic asphalt concrete comprising constructing step of water-inpermeable intermediate layer

机译:用于透水中间层的具有优异的高低温性能的sma高等级沥青混凝土组合物使用透水沥青混凝土的相同摊铺方法,包括不透水中间层的施工步骤和石材的摊铺方法,构造不透水中间层的方法胶泥沥青混凝土,包括不透水中间层的施工步骤

摘要

The present invention comprises 8 to 16% by weight of an asphalt binder excellent in high and low temperature performance and 84 to 92% by weight of aggregate; The asphalt binder having excellent high and low temperature performance includes 70 to 85% by weight of petroleum-based asphalt, 15 to 25% by weight of a polymer modifier, 1 to 10% by weight of a plastic additive, and 0.1 to 1% by weight of a peeling inhibitor. Asphalt is one or more selected from the group consisting of straight asphalt, cutback asphalt, blown asphalt, and mixtures thereof, and the polymer modifier is SBR, SBS, SIS, EPDM, polychloroprene, polynorbonene, polyolefin, EBA, SEBS, ABS, rubber, polybutene, ethylene copolymer, methacrylic acid ester, maleic anhydride, ethylene terpolymer, Glycidyl Methacrylate, ethylene-propylene copolymer, and one or more selected from the group consisting of a mixture thereof, and the polymer modifier is the polymer modifier. It further contains 0.1 to 5% by weight of a partially reduced graphene solution based on the total weight, and the plastic additive is at least one selected from the group consisting of EVA, EMA, copolymer olefin, C5 petroleum resin, C9 petroleum resin, and mixtures thereof. And the peeling inhibitor is one or more selected from the group consisting of amine-based, polyphosphoric acid-based, slaked lime, and mixtures thereof; The aggregate passes 80 to 100% by weight in a 5mm sieve, 65 to 100% by weight in a 2.5mm sieve, 40 to 80% by weight in a 1.2mm sieve, 20 to 65% by weight in a 0.6mm sieve, 7 to 40 wt% pass through a sieve of 0.3 mm, 2 to 20 wt% pass through a sieve of 0.15 mm, and pass through a fine aggregate selected by passing through 0 to 10 wt% through a sieve of 0.08 mm, and 100 wt% pass through a sieve of 0.6 mm , Using a mixture of the filling material selected by passing 95 to 100% by weight in a sieve of 0.3mm, 90 to 100% by weight in a sieve of 0.15mm, and passing through 70 to 100% by weight in a sieve of 0.08mm; A high-grade asphalt concrete composition for an impermeable barrier layer using an asphalt binder having a porosity of 0.5% or less and having excellent plastic deformation resistance, fatigue crack resistance, and low temperature crack resistance and excellent high and low temperature performance; Construction method of high grade asphalt concrete for impermeable barrier layer using this; Paving method of drainage asphalt concrete including an impermeable barrier layer constructed using this; And it relates to a paving method of crushed stone mastic asphalt (SMA) concrete including an impermeable barrier layer constructed using the same.
机译:本发明包括8至16重量%的在高温和低温下性能优异的沥青粘合剂和84至92重量%的骨料。具有优异的高温和低温性能的沥青粘合剂包括70至85重量%的石油基沥青,15至25重量%的聚合物改性剂,1至10重量%的塑料添加剂和0.1至1%重量按剥落抑制剂计。沥青是选自以下的一种或多种:直馏沥青,切碎沥青,吹塑沥青及其混合物,并且聚合物改性剂为SBR,SBS,SIS,EPDM,聚氯丁二烯,聚降冰片烯,聚烯烃,EBA,SEBS,ABS,橡胶,聚丁烯,乙烯共聚物,甲基丙烯酸酯,马来酸酐,乙烯三元共聚物,甲基丙烯酸缩水甘油酯,乙烯-丙烯共聚物和选自它们的混合物中的一种或多种,​​并且聚合物改性剂是聚合物改性剂。其还包含基于总重量的0.1至5重量%的部分还原的石墨烯溶液,并且塑料添加剂是选自以下的至少一种:EVA,EMA,共聚物烯烃,C5石油树脂,C9石油树脂,及其混合物。并且该剥离抑制剂选自胺基,多磷酸基,熟石灰及其混合物中的一种或多种;骨料在5毫米筛子中通过80至100重量%,在2.5毫米筛子中通过65至100重量%,在1.2毫米筛子中通过40至80重量%,在0.6毫米筛子中通过20至65重量%, 7至40 wt%的物料通过0.3毫米的筛子,2至20 wt%的物料通过0.15毫米的筛子,并通过0至10重量%的物料通过0.08毫米的筛子而选出的细集料,以及100 wt%通过0.6 mm的筛子,使用以下填充材料的混合物:在95mm的筛子中使95%至100%的重量通过,在0.15mm的筛子中使90%至100%的重量通过在0.08mm的筛子中达到100%的重量;一种使用了孔隙率在0.5%以下的沥青粘合剂的不透水阻挡层用高级沥青混凝土组合物,该组合物具有优异的耐塑性变形性,耐疲劳龟裂性,耐低温龟裂性以及优异的高低温性能。使用该材料的不透水阻挡层的高级沥青混凝土的施工方法;排水沥青混凝土的铺筑方法,其包括以此方法构造的不透水阻挡层;本发明涉及一种压碎的石乳胶沥青(SMA)混凝土的铺筑方法,该方法包括使用该混凝土构造的不可渗透的阻挡层。

著录项

  • 公开/公告号KR102154568B1

    专利类型

  • 公开/公告日2020-09-10

    原文格式PDF

  • 申请/专利权人 DOKYEONG;

    申请/专利号KR20200072051

  • 发明设计人 신현국;조문진;

    申请日2020-06-15

  • 分类号C04B26/26;C01B32/198;C04B14/02;C04B20;C04B24/16;C04B24/26;E01C7/26;C04B103;C04B111;

  • 国家 KR

  • 入库时间 2022-08-21 11:03:47

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