
基本信息:
- 专利标题: 圆形断面衬砌混凝土施工期最大温度拉应力快速计算方法
- 专利标题(英):A rapid calculation method for maximum temperature tensile stress in a circular section lining concrete construction period
- 申请号:CN201910105183.6 申请日:2019-02-01
- 公开(公告)号:CN109885915A 公开(公告)日:2019-06-14
- 发明人: 段亚辉 , 樊启祥 , 段次祎 , 方朝阳 , 柳立生
- 申请人: 武昌理工学院 , 中国三峡建设管理有限公司 , 武汉大学
- 申请人地址: 湖北省武汉市江夏大道18号
- 专利权人: 武昌理工学院,中国三峡建设管理有限公司,武汉大学
- 当前专利权人: 武昌理工学院,中国三峡建设管理有限公司,武汉大学
- 当前专利权人地址: 湖北省武汉市江夏大道18号
- 代理机构: 武汉科皓知识产权代理事务所
- 代理人: 俞琳娟
- 主分类号: G06F17/50
- IPC分类号: G06F17/50
The invention provides a rapid calculation method for maximum temperature tensile stress in a circular section lining concrete construction period. The rapid calculation method comprises the followingsteps of step 1, collecting data for temperature control anti-cracking calculation of circular section lining concrete; and 2, calculating the maximum temperature tensile stress of the circular section lining concrete during the construction period according to a formula. The method is simple in calculation formula, the maximum temperature tensile stress of the concrete construction period of pouring the circular section lining structure in any period can be rapidly calculated, the calculation error is small, and the temperature tensile stress of the construction period can be rapidly calculated in real time according to problems found and changes of construction technologies, conditions and the like in the pouring construction process.
公开/授权文献:
- CN109885915B 圆形断面衬砌混凝土施工期最大温度拉应力快速计算方法 公开/授权日:2021-07-02