首页|不同掺量RAP精分料厂拌热再生SMA-13沥青混合料配合比设计及验证

不同掺量RAP精分料厂拌热再生SMA-13沥青混合料配合比设计及验证

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为了验证高掺量沥青混合料回收料(RAP)精分料应用于道路上面层的可行性,采用分层铣刨方式,将原SMA-13沥青混合料路面铣刨料单独存储,利用二代精细分离设备,将RAP精分为满足工程需要的档位集料,进行30%、40%、50%RAP精分料厂拌热再生SMA-13沥青混合料配合比设计,通过车辙试验、两点小梁弯曲试验、冻融劈裂试验和浸水马歇尔试验检验其高温稳定性、低温抗裂性和水稳定性.结果发现:不同RAP掺量的再生沥青混合料最佳综合油石比不变;随着RAP掺量增加,所需新沥青量逐渐减少,混合料稳定度和低温抗裂性逐渐变小,流值、肯塔堡飞散损失和高温稳定性逐渐变大;50%RAP精分料掺量下再生SMA-13沥青混合料路用性能满足规范指标要求.
Design and Verification of SMA-13 Mix Proportion for Plant Mix Hot Recycling of RAP Fine Separation Materials with Different Dosages
In order to verify the feasibility of applying high content bituminous mixture(RAP)fine separation material to the upper layer of roads,a layered milling method was adopted.The original SMA-13 pavement milling mate-rial was stored separately,and the second generation fine separation equipment was used to divide the RAP fine separation material into grade aggregates that meet the engineering needs.The 30%,40%,and 50%RAP fine separation material plant mixed hot recycled SMA-13 bituminous mixturemix design was carried out through rutting tests,two-point small beam bending tests the freeze-thaw splitting test and immersion Mar-shall test have tested its high-temperature stability,low-temperature cracking resistance,and water stability.The results showed that the optimal comprehensive oil stone ratio of recycled asphalt mixtures with different RAP dosages remained unchanged,as the RAP content increases,the required amount of new asphalt gradu-ally decreases,the stability and low-temperature crack resistance of the mixture gradually decrease,and the flow value,Kentucky scattering loss,and high-temperature stability gradually increase,the road perfor-mance of regenerated SMA-13 bituminous mixture with a 50%RAP fine aggregate content meets the require-ments of the specifications.

road engineeringRAP fine separationplant mixed hot regenerationbituminous mixture

袁文、唐洪堃、张广娟、高飞、李硕、李林峰、封志虎、刘航升、李家伟

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连云港市公路事业发展中心,江苏 连云港 222299

江苏海洋大学 土木与港海工程学院,江苏 连云港 222005

连云港科创工程质量检测有限公司,江苏 连云港 222000

道路工程 RAP精分料 厂拌热再生 沥青混合料

连云港市重点研发计划江苏海洋大学研究生科研与实践创新计划

SF2239KYCX2022-76

2024

天津建设科技
天津市建设科技信息中心 天津市市政工程研究院

天津建设科技

影响因子:0.299
ISSN:1008-3197
年,卷(期):2024.34(2)
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