滨江公园堤段挡墙除险分析分段支护加固研究  

Analysis and Reinforcement of Segmented Support for Retaining Walls in the Embankment Section of Binjiang Park

作　　者：叶文德 YE Wende(Huizhou Embankment South Embankment Management Center,Huizhou 516000,China)

机构地区：[1]惠州大堤南堤管理中心,广东惠州516000

出　　处：《云南水力发电》2024年第3期130-134,共5页Yunnan Water Power

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.

关 键 词：城市公园 护堤挡墙 除险分析 分段支护 

分 类 号：TV871[水利工程—水利水电工程] TU476.4[建筑科学—结构工程]