路面工程课程设计长沙学院课程设计说明书题系(部目)水泥混凝土路面设计土木工程09路桥2班王益凯2009113232匡希龙2012.11.1—2011.11.5专业(班级)姓学指起导止教日名号师期1路面工程课程设计长沙学院课程设计鉴定表姓名王益凯学号2009113232专业09路桥班级二班匡希龙设计题目指导教师意见：水泥混凝土路面设计指导教师评定等级：答辩小组意见：教师签名：日期：评定等级：教研室意见：答辩小组长签名：日期：教研室主任签名：系（部）意见：日期：系主任签名：说明日期：课程设计成绩分“优秀”“良好”“及格”“不及格”四类；、、、2路面工程课程设计目录一、课程设计题目································4二、课程设计目的································4三、课程设计内容································4四、路石厚度计算································51、交通分析··································52、初拟路面结构································53、路石材料参数确定····························64、荷载疲劳应力································85、温度疲劳应力································86、检验初拟路面结构····························107、接缝设计····································107.1纵向接缝··················10·················7.2横向接缝··················11·················8、混凝土面板钢筋设计··························118.1边缝补强设计················11···············8.2角隅钢筋··················12·················9、材料用量计算································129.1面层····················12···················9.2基层····················13···················9.3垫层····················14···················10、施工要求说明················14···············11、参考文献··················15·················12、附图····················16···················3路面工程课程设计一、课程设计的题目水泥混凝土路面设计：公路自然区划∏区拟建一条一级公路，路基为粘质土，采用普通混凝土路面，路面宽9m，经交通调查得知，设计车道使用初期轴荷载日作用次数为5500。试设计该路面结构。二、课程设计的目的通过课程设计巩固和加深所学的专业知识，熟悉相关的设计规范和施工规范，掌握实际工程结构设计的全过程。使学生将所学的专业基础和专业课只是在课程设计过程中有机的联系在一起，为进行实际的工程设计奠定基础。要求学生在课程设计之后对相关的设计规范、施工和试验规范等有比较系统和全面的了解，综合解决水泥混凝土路面结构设计中的实际问题，深入理解水泥混凝土路面的设计理论，掌握设计方法。三、设计内容（主要技术关键的分析、解决思路和方案比较等）1、结构组合设计；2、材料组成设计；3、混凝土板厚的确定；4、板的平面尺寸确定；5、接缝设计；6、配筋设计；7、材料用量计算；8、施工要求说明；9、设计图纸为A3路面结构详图一张（手工绘制），要求整洁、规范、图幅和数量符合要求。10、附参考文献4路面工程课程设计路石厚度计算公路自然区划Ⅱ区拟新建一条一级公路，路基为粘质土，采用普通混凝土路面，路面宽9米。经交通调查得知，设计车道使用初期标准轴载日作用次数为6500。设计中参数表格均依据《公路水泥混凝土路面设计规范》（JTGD40-2002）1.交通分析可靠度设计标准公路技术等级安全等级设计基准期目标可靠度（%）目标可靠指标变异水平等级高速公路一级30951.64低一级公路二级30901.28低~