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大小:1.08 MB
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时间:2020-01-16
《板式无渣轨道CA砂浆技术性能及施工方案(毕业设计)》由会员上传分享,免费在线阅读,更多相关内容在应用文档-天天文库。
1、毕业设计(论文)题目:板式无砟轨道CA砂浆技术性能及施工方案专业:材料技术专业班级:材料3122学号:04303120203姓名:王坚指导老师:李炳良起止日期:2014.12.8----2015.1.1625诚信承诺本毕业设计(论文)是本人独立完成,没有任何抄袭行为,如有不实,一经查出,本人自愿承担一切后果。承诺人:年月日25陕西铁路工程职业技术学院毕业设计(论文)总成绩评定表班级姓名学号设计(论文)题目成绩指导教师评分答辩评分总成绩指导教师评语:指导教师签名:年月日系毕业设计(论文)答辩小组评语:答辩小组组长签名:年月日注:1.根据专业具体实际情况,如未安排答辩环节,答辩评分及答辩小组评语
2、可不填写。25摘要板式无砟轨道是一种由混凝土底座、CA砂浆层、轨道板、扣件和钢轨等部分组成的一种新型的轨道结构。该设计内容主要包括:原材料质量要求及实验检测数据,混合料技术要求和性能检测实验数据及配合比设计资料,施工工艺流程及技术要求,质量控制及检测方案,。关键字:配合比设计;混合料技术要求;实验数据25目录第一章绪论····················································1任务书························································2指导书·······················
3、·································31、工程概况1.1工程概述············································51.2气候、水文特征········································61.3无砟轨道主要技术标准··································61.4主要工程数量·········································62、原材料材质要求及试验检测数据2.1乳化沥青··································
4、··········72.2干料··············································82.3减水剂···············································82.4水···················································82.5消泡剂···············································9253、混合料技术要求、配合比设计及性能检测试验数据3.1水泥沥青砂浆的性能指标要求··························103.
5、2配合比设计································113.3性能检测实验数据·····································124、施工工艺流程及技术要求(包括施工准备、施工顺序、施工工艺)4.1砂浆拌制前的准备阶段·································134.2砂浆拌制的施工顺序···································144.3砂浆拌制的施工工艺··································155、质量控制及检验方案5.1水泥乳化沥青砂浆施工质量保证措施···
6、················165.2水泥乳化沥青砂浆检验方案···························166、有待研究及探讨的题·····································177、参考文献·················································18第一章绪论1.1简介板式无砟轨道是用双向预应力混凝土轨道板及CA砂浆(乳化沥青水泥砂浆)替换传统有砟轨道的轨枕和道砟的一种新型轨道形式,由板下混凝土底座、CA砂浆垫层、轨道板、长钢轨及扣件等四部分组成。251.2日本板式轨道特点日本板式轨道具有无碴轨道所具有的
7、线路稳定性、刚度均匀性好、线路平顺性、耐久性高的突出优点,并可显著减少线路的维修工作量。 从轨道结构每延米重量看,小于有碴轨道,而板式轨道结构高度低,道床宽度小,重量轻。框架式板式较轨道为非预应力结构,便于制造。可节省钢筋和混凝土材料,降低桥梁的二期恒载,造价低廉,但没有降低轨道板实际承受列车荷载的有效强度、不影响列车荷载的传递。 在隧道内应用时可减小隧道的开挖断面。 与德国博格板式轨道相比,日本板式轨
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