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Study of physical characteristic of rubberized hot mix asphalt based on various dosage of natural rubber latex and solid rubber

机译:基于天然橡胶胶乳和固橡胶的各种剂量的橡胶热混合沥青物理特性研究

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Currently,the implementation of rubberized asphalt technology become the main concern of Government in natural rubber producing countries,especially Thailand,Indonesia,and Malaysia.The policy is intended to increase natural rubber domestic consumption and support national infrastructure project.Rubberized asphalt is made from the mixture of hot asphalt with polymer such as natural rubber either in the form of latex or compound.For field implementation,rubberized asphalt should be mixed with aggregate to form rubberized hot mix asphalt.The research was conducted to study the rubberized hot mix asphalt characteristic at laboratory scale.Types of natural rubber were used consist of cationic natural rubber latex(L2),4 hours prevulcanized natural rubber latex(L3),and semi-efficient solid natural rubber compound(KP2).The base asphalt used asphalt penetration 60/70,while the aggregate was obtained from Subang District,West Java,Indonesia.The trials were run at three stages i.e.analysis of pure asphalt and aggregate properties,determination of mixing and compaction temperature,followed with characterization of rubberized hot mix asphalt physical properties by using Marshall and Wheel Tracking Machine.The dosage of natural rubber addition was varied at 3,5,7 and 9%.Hot mix asphalt without rubber addition was used as control.The result showed that the addition of natural rubber into the asphalt penetration 60/70 raised the Marshall stability of rubberized hot mix asphalt.The initial Marshall stability value was 986 kg for pure hot mix asphalt became 1097 kg for 7% of cationic natural rubber latex,1103 kg for 5% of 4 hours prevulcanized natural latex,and 1110 kg for 7% of semi-efficient solid natural rubber compound.Thus,it could be concluded that the addition of 5-7% natural rubber improved the physical characteristic of rubberized hot mix asphalt as indicated by the increasing of Marshall stability value.
机译:目前,橡胶沥青技术的实施成为政府在天然橡胶生产国,尤其是泰国,印度尼西亚和马来西亚的主要关注点。政策旨在增加天然橡胶国内消费和支持国家基础设施项目。培养沥青是由具有聚合物的热沥青如天然橡胶的混合物,无论是胶乳还是化合物的形式。对于恒定的橡胶沥青,应与聚集体混合以形成橡胶状热混合沥青。进行研究以研究橡胶状热混合沥青特性实验室标度。使用天然橡胶的型,包括阳离子天然橡胶胶乳(L2),4小时硫化天然橡胶胶乳(L3)和半高效固体天然橡胶化合物(KP2)。基础沥青使用沥青渗透60/70 ,虽然汇总是从印度尼西亚西爪哇省西爪哇省的亚阳区获得的。试验在三个阶段进行Ieanaly分析e沥青和聚集性能,混合和压实温度的测定,随后通过使用马歇尔和轮式跟踪机表征橡胶热混合沥青物理性质。天然橡胶添加剂量在3,5,7和9%时变化。混合沥青加入橡胶添加剂作为对照。结果表明,将天然橡胶加入沥青渗透60/70提出了橡胶热混合沥青的马歇尔稳定性。初始马歇尔稳定值为986公斤,纯热混合沥青变成了986公斤1097公斤7%的阳离子天然橡胶胶乳,1103千克为4小时的4小时氨化天然乳胶,1110公斤7%的半效率固体天然橡胶化合物。这可以得出结论,添加5- 7%天然橡胶改善了橡胶热混合沥青的物理特性,如Marshall稳定值的增加所示。

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