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时间:2019-05-15
《表孔平面叠梁检修闸门_布置及结构计算_计算书》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、重庆玉滩水库扩建工程12×13.79——13.49m表孔平面叠梁检修闸门布置及结构计算证书:设计甲级编号:A112002614中水北方勘测设计研究有限责任公司2012年月日12191重庆玉滩水库扩建工程溢洪道表孔平面叠梁检修闸门计算书审查:校核:编写:田志伟中水北方勘测设计研究有限责任公司金属结构室2012年月日12192目录1.计算要求································································································
2、··············42.计算依据和方法···································································································43.计算条件中的基本参数·························································································44.荷载计算··································
3、···········································································55.门叶结构的形式及布置·························································································66.面板厚度计算················································································
4、······················87.水平次梁计算······································································································88.主梁断面特性及强度、刚度计算··········································································119.主梁端部变截面计算·····························
5、······························································1410.边梁及支承压力计算·························································································1611.纵隔板计算···························································································
6、············1812.面板折算应力计算·····························································································1913.滑块设计···········································································································2114.闸门启闭力的计算···················
7、··········································································2115.闸门吊耳及吊耳轴计算······················································································2216.埋件计算··················································································
8、························2317.锁锭梁计算·······································································································2
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