首页|基于正交试验法的旧水泥路面共振碎石化参数优化研究

基于正交试验法的旧水泥路面共振碎石化参数优化研究

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共振碎石化是旧水泥路面改造升级中为保障路面质量、解决反射裂缝等问题而引进的新技术,其破碎效果与技术参数密切相关.为了实现旧水泥路面共振碎石化参数优化,以四川S436 巡场至玉和二级公路改造工程为依托,通过对共振碎石化基本原理和参数问题进行介绍,基于正交分析法等多元参数优化理论,选取锤迹横向净距、行进速度、锤头振动频率等关键参数,进行不同因素水平组合下原位共振破碎试验,通过现场试坑评价、室内颗分试验及合格赋分法进行共振碎石化技术参数优化.结果表明:共振碎石化后旧水泥路面粒径级配曲线连续性良好,但不同因素水平下碎石化效果差异显著;破碎效果评分随锤迹横向净距和共振频率的增加均呈先减小后增大的规律,随行进速度的增加而先增大后减小;共振频率是破碎效果的主控影响参数、锤迹横向净距的影响次之、行进速度的影响最小,进而提出了旧水泥路面共振碎石化的最优参数组合,可为中国西南地区旧水泥公路改造工程提供技术参考.
Study on Optimization of Resonant Rubblization Parameters of Old Cement Pavement based on Orthogonal Experimental Method
Resonant rubblization is a new technology introduced in the reconstruction and upgrading of old cement pavement to ensure pavement quality and solve engineering problems such as reflective cracks.Its crushing effect is closely related to technical parameters.In order to optimize the parame-ters of resonant rubblization of old cement pavement,based on the reconstruction project of S436 Xunchang to Yuhe Secondary Highway in Sichuan,the basic principles and parameter issues of resonant rubblization are introduced,and based on the orthogonal analysis method and multi-parameters optimi-zation theory,select key parameters such as the lateral net distance of the hammer trace,travel speed,hammer head vibration frequency,etc.,and conduct in-situ resonance crushing tests under different factors and status combinations.Parameter optimization of resonant rubblizing technology is car-ried out through on-site test pit evaluation,indoor particle classification test and qualified scoring method.The results show that the particle size grada-tion curve of the old cement pavement after resonant rubblization has good continuity,but the rubblizing effect differs significantly under different fac-tors;the crushing effect score decreases first with the increase of the lateral net distance of the hammer trace and the resonance frequency and then in-creases,and with the increase of traveling speed,the crushing effect score first increases and then decreases;the resonance frequency is the main con-trolling parameter of the crushing effect,followed by the influence of the lateral distance of the hammer trace,and the influence of the traveling speed is the minimum.Hence,the optimal parameter combination for the resonant rubblization of old cement pavement is proposed which can provide techni-cal reference for the reconstruction of old cement highways in southwest of China.

pavement reconstructionresonant rubblizationorthogonal test methodparameter optimizationeffect evaluation

李国梁、胡伟锋、张代江、周成宇

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中交基础设施养护集团有限公司,北京 100000

西安科技大学,西安 710000

路面改造 共振碎石化 正交试验法 参数优化 效果评价

国家重点研发计划陕西省重点研发计划中交基础设施养护集团有限公司科技研发项目

2018YFC08087022016TZC-S-3-1RP2022002726

2024

西北水电
西北勘测设计研究院

西北水电

影响因子:0.388
ISSN:1006-2610
年,卷(期):2024.(2)
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