受弯构件正截面设计行业标准对比分析  

Comparison of Normal Section Design Methods of Coastal Flexural Structures between Water Transportation and Water Conservancy Design Codes

作　　者：胡珅榕 李予忱 涂晶 Hu Shenrong;Li Yuchen;Tu Jing(CCCC First Harbor Consultants Co.,Ltd.,Tianjin 300220,China)

机构地区：[1]中交第一航务工程勘察设计院有限公司,天津300220

出　　处：《港工技术》2021年第5期18-22,共5页Port Engineering Technology

摘　　要：以钢筋混凝土受弯构件正截面的设计计算为研究对象,从材料指标选用、承载能力极限状态设计、正常使用极限状态设计、其他构造要求等方面对水运行业标准和水利行业标准进行对比和分析,并以某临海水闸工程为例进行计算结果对比,为类似的行业交叉领域工程项目设计提供参考。Taking the normal section design methods of reinforced concrete flexural structures as the research object,the water transportation and water conservancy design codes are compared in terms of material index selections,ultimate limit state designs and serviceability limit state designs,and other structural equirements.As an example,the calculation results of a seaside sluice project are compared between above codes.These comparisons provide a reference for designs of similar engineering intersections.

关 键 词：受弯构件 正截面设计 标准 水运工程 水利工程 

分 类 号：TV332[水利工程—水工结构工程]