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时间:2020-05-09
《渣土清运施工方案.doc》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、渡槽设计专业与班级:学生姓名:完全学号:指导教师姓名:设计提交日期:1目录一、基本资料.............................................................................................2二、槽身的水力设计.................................................................................51.槽身过水断面尺寸的确定..................................................
2、...................5①渡槽纵坡i的确定.........................................................................5②槽身净宽B0和净深H0的确定........................................................5③安全超高.........................................................................................62.进出口渐变段的型式和长度计算.....
3、....................................................6①渐变段的型式.................................................................................6②渐变段长度计算.............................................................................63.水头损失的计算......................................................
4、...............................7①进口水面降落Z1............................................................................7②槽身沿程水头损失.........................................................................8③出口水面回升.................................................................................8④
5、渡槽总水头损失.............................................................................84.渡槽进出口底部高程的确定.................................................................8三、槽身的结构设计.................................................................................91.槽身横断面形式..........................
6、...........................................................92.槽身尺寸的确定.....................................................................................93.槽身纵向内力计算及配筋计算...........................................................10①荷载计算.......................................................
7、................................10②内力计算.......................................................................................102③配筋计算........................................................................................11④底部小梁抗裂验算.....................
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