| 掺固硫灰AC-13型沥青混合料配合比设计 |
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| 引用本文： | 侯莉,赵智,卢忠远,宋丽贤,彭洪,陈培军,李军.掺固硫灰AC-13型沥青混合料配合比设计[J].环境工程学报,2013,7(4):1505-1509. |
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| 作者姓名： | 侯莉 赵智 卢忠远 宋丽贤 彭洪 陈培军 李军 |
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| 作者单位： | 1. 西南科技大学,四川省非金属复合与功能材料重点实验室-省部共建国家重点实验室培育基地,绵阳621010
2. 中铁八局集团有限公司,成都,610036 |
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| 基金项目： | 国家科技支撑计划课题(2011BAA04B04) |
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| 摘 要： | 固硫灰是循环流化床锅炉燃煤固硫产生的废弃物,具有自硬性、火山灰活性和膨胀性等特性,若以其替代矿粉制备沥青混合料并用于道路工程建设中,将有望为固硫灰处理处置提供新途径。选用固硫灰做填料等量替代普通矿粉,通过马歇尔实验研究固硫灰不同替代量(0%、25%、50%、75%、100%)对AC-13型沥青混合料性能的影响,并对机理进行了分析。结果表明,掺固硫灰沥青混合料在一定油石比范围内均能满足现行规范要求,与普通矿粉沥青混合料相比,掺固硫灰沥青混合料水稳定性良好,压实度相同时,掺固硫灰沥青混合料具有更好的抗车辙性。
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| 关 键 词： | 固硫灰 沥青混合料 配合比设计 |
Mix design of AC-13 asphalt concrete with circulating fluidized bed combustion ash |
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| Hou Li,Zhao Zhi,Lu Zhongyuan,Song Lixian,Peng Hong,Chen Peijun and Li Jun.Mix design of AC-13 asphalt concrete with circulating fluidized bed combustion ash[J].Techniques and Equipment for Environmental Pollution Control,2013,7(4):1505-1509. |
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| Authors: | Hou Li Zhao Zhi Lu Zhongyuan Song Lixian Peng Hong Chen Peijun and Li Jun |
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| Institution: | State Key Laboratory Cultivation Base for Nonmetal Composites and Functional Materials, Southwest University of Science and Technology, Mianyang 621010, China;China Railway No.8 Engineering Group Co. Ltd., Chengdu 610036, China;State Key Laboratory Cultivation Base for Nonmetal Composites and Functional Materials, Southwest University of Science and Technology, Mianyang 621010, China;State Key Laboratory Cultivation Base for Nonmetal Composites and Functional Materials, Southwest University of Science and Technology, Mianyang 621010, China;China Railway No.8 Engineering Group Co. Ltd., Chengdu 610036, China;China Railway No.8 Engineering Group Co. Ltd., Chengdu 610036, China;State Key Laboratory Cultivation Base for Nonmetal Composites and Functional Materials, Southwest University of Science and Technology, Mianyang 621010, China |
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| Abstract: | As a solid waste generated by circulating fluidized bed combustion, circulating fluidized bed combustion fly ash (CFBA) has characteristics of self-harding, pozzolanic activity and expansibility. In this study, CFBA was used to prepare asphalt concrete mixtures with mineral powder replacement ratio of 0%, 25%, 50%, 75% and 100%, respectively. The properties of these asphalt concretes were researched through Marshall tests, and the mechanism was also analyzed. Results showed that asphalt mixture with different percentages of CFBA could meet the demand of the current standard in certain asphalt-aggregate ratio range. Compared with the limestone dust asphalt mixture, CFBA asphalt mixture had better water stability and resistance to rutting at the same compaction degree. |
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| Keywords: | circulating fluidized bed combustion fly ash asphalt concrete mix design |
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