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:王涛[1] 王鑫[1] 吴绍利[1] 李海燕[1] 邵丕彦[1]
机构地区:[1]中国铁道科学研究院金属及化学研究所,北京100081
出 处:《铁道建筑》2014年第11期157-160,共4页Railway Engineering
基 金:中国铁路总公司科技研究开发计划项目(2013G008-A-1)
摘 要:CRTSⅠ和CRTSⅡ型板式无砟轨道结构在服役期间可能产生损坏,如轨道板破损,高速道岔伤损,砂浆离缝、碎裂,道床沉降超限等,宜根据伤损的不同程度,采用维修或更换两种不同方式修复轨道结构。结合国外高速铁路维修经验,介绍了我国板式轨道局部破损的树脂快速修补、道床沉降的抬板注浆维修等技术;针对轨道部件更换,提出采用材料非线性计算模型进行理论分析,依托索锯设备的研制,形成我国轨道板、充填层和高速道岔的快速更换工法。CRTSⅠ and CRTSⅡ Slab ballastless track structure may be damaged in its service period,such as track slab breakage,high speed switch damage,seam between track slab and mortar layer,broken CA mortar,roadbed settlement overrun,etc. . M aintenance or component-replacing could be used to recover the slab ballastless track structure according to damage degree. Combining with the maintenance experience of foreign high-speed railway,this paper introduced some advanced maintenance technology,such as the resin rapid repair for track structure local damage,plate-lift grouting for roadbed settlement,presented the material nonlinear calculation model for theoretical analysis of track component-replacing,and concluded the rapid replacement method for track slab,CA mortar layer and high speed switch in our country according to cable sawing equipment manufacture.
分 类 号:U213.244[交通运输工程—道路与铁道工程] U216.42
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:216.73.216.28