摘要
以滨江公园护堤挡墙除险加固治理工程为例,针对其挡墙飘板现有结构不满足受力要求,地基沉降影响,挡墙多处出现钢筋保护层脱落、钢筋锈蚀、挡墙倾斜变形、墙顶路面沉陷等安全隐患和险情进行除险分段支护加固治理,并对挡墙稳定性进行设计计算,从而消除安全隐患,确保防洪安全、结构安全、人文活动安全,提高功能实用性,促进了保护区内人民安居乐业、保护区内经济稳步发展。
This paper takes the example of the reinforcement and treatment project for the embankment and retaining wall of Binjiang Park.The existing structure of the retaining wall floating plate does not meet the stress requirements.Due to the influence of foundation settlement,there are safety hazards and dangers such as steel reinforcement protection layer detachment,steel reinforcement corrosion,inclined deformation of the retaining wall,and settlement of the wall top and road surface in many parts of the retaining wall.Therefore,this paper conducts risk removal and segmented support reinforcement treatment,and designs and calculates the stability of the retaining wall,in order to eliminate safety hazards,ensure flood control safety,structural safety,and cultural activity safety,improve functional practicality,promote people's living and work in the protected area,and steadily develop the economy in the protected area.
作者
叶文德
YE Wende(Huizhou Embankment South Embankment Management Center,Huizhou 516000,China)
出处
《云南水力发电》
2024年第3期130-134,共5页
Yunnan Water Power
关键词
城市公园
护堤挡墙
除险分析
分段支护
city park
embankment retaining wall
danger-elimination analysis
segmented support
