检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:井国庆[1] 宋佳宁 强伟乐 付豪 白健 JING Guoqing;SONG Jianing;QIANG Weile;FU Hao;BAI Jian(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;China Railway Fifth Survey and Design Institute Group Co.,Ltd.,Beijing 102600,China;Infrastructure Inspection Research Institute of China Academy of Railway Sciences Corporation Limited,Beijing 100081,China;Luoyang CBS New Material Technology Co.,Ltd.,Luoyang 471000,China)
机构地区:[1]北京交通大学土木建筑工程学院,北京100044 [2]中铁第五勘察设计院集团有限公司,北京102600 [3]中国铁道科学研究院集团有限公司基础设施检测研究所,北京100081 [4]洛阳科博思新材料科技有限公司,河南洛阳471000
出 处:《铁道标准设计》2020年第8期27-33,共7页Railway Standard Design
基 金:国家自然科学基金项目(51578051)。
摘 要:复合轨枕设计应用灵活,适应性强,可适用于不同速度、轴重、轨距的线路;维修工作量小和寿命周期成本低;可循环利用,绿色环保。但由于复合轨枕自身密度及材质原因,其道床横向阻力较低,一定程度上限制了复合轨枕的应用。针对复合轨枕提出多种结构优化及细部优化方案,通过道床横向阻力试验,对比研究不同道床断面形式下各型复合轨枕与Ⅲ型混凝土轨枕道床横向阻力。结果表明,原型复合轨枕道床横向阻力为Ⅲ型混凝土轨枕的78%~84%,其随道床断面影响规律与Ⅲ型轨枕一致。A1型结构优化、A2型结构优化、B1型细部优化、B2型细部优化可使横向阻力分别提高至Ⅲ型混凝土轨枕的88%~91%、91%~96%、87%~90%、94%~97%。综合考虑生产、维修、成本等因素,本文推荐采用B2型细部优化。Composite sleepers are of flexible design and application, strong adaptability, and can be applied to different speeds, axle loads and gauges of railway lines. Composite sleeper with low maintenance and small life cycle cost is recyclable and environment protective. However, due to material and structure, its lateral resistance of the ballast bed is relatively smaller, which limits its application. In this paper, composite sleeper are optimized in structure and detail to increase its lateral resistance. Based on series of lateral resistance tests, composite sleeper and concrete sleeper are investigated in different ballast bed profiles. The results show that the lateral resistance of the prototype composite sleeper is 78%~84% that of the concrete sleeper, and its influence law is consistent with that of the concrete sleeper subject to ballast bed profile. The lateral resistance can be increased to 88%~91%, 91%~96%, 87%~90% and 94%~97% of the concrete sleeper by the optimization of Type-A1, Type-A2, Type-B1 andType-B2 respectively. The Type-B2 is recommended based on composite sleeper production, maintenance, cost and etc.
关 键 词:铁路轨道 有砟道床 复合轨枕 横向阻力 优化方案
分 类 号:U213.3[交通运输工程—道路与铁道工程] U214.99
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.15