港口航道与近海工程2025，Vol.62Issue(2)：47-51,64,6.DOI:10.16403/j.cnki.ggjs20250210
中美欧高桩码头混凝土构件结构设计研究
Study on Design of Structure for RC Members of Piled Wharf Specified in Chinese,USA and European Codes
文藻 1姜全新2
作者信息
- 1. 中交第一航务工程勘察设计院有限公司,天津 300220||天津市海岸与近海工程岩土与结构重点实验室,天津 300222
- 2. 中国路桥工程有限责任公司,北京 100011
- 折叠
摘要
Abstract
By comparing and analyzing the similarities and differences in the calculation of the bearing capacity of reinforced concrete members in Chinese,USA and European standards,mainly including the calculation of the bearing capacity for bending,shearing and torsion as well as the control of concrete fissures.Based on the main concrete members such as the beams,slabs,pile caps and berthing members located at the upper part of a piled wharf,the above standards were applied to calculate the layout of reinforcement,which produced the following conclusions.In Chinese GB standard,the main reinforcement of a RC concrete member usually occupied the largest area.In USA standard,the minimum reinforcement ratio applied under some conditions.and European standard corresponded to the minimum value.In the calculation of torsion longitudinal reinforcement,the main re-bar should be taken into account in USA and European standards.The reinforcement calculation software might cover the bearing capacity of each component of a piled wharf,which assisted the engineers in obtaining accurate reinforcement results easily based on different standards,and improved the design efficiency.关键词
中美欧标准/高桩码头/混凝土构件/结构设计/软件Key words
Chinese,USA and European Standards/piled wharf/RC members/structure design/software分类
水利科学引用本文复制引用
文藻,姜全新..中美欧高桩码头混凝土构件结构设计研究[J].港口航道与近海工程,2025,62(2):47-51,64,6.
