基于锚栓联接的装配式挡墙设计与施工工艺研究
Research on Design and Construction Technology of Assembly Retaining Wall Based on Anchor Bolt Connection
摘要:
联接节点是装配式挡土墙设计的关键。在对比分析不同联接节点优缺点的基础上,提出了一种预留锚栓联接的装配式挡土墙。挡墙单元由预制立板和底板组成,在底板上预留锚栓,在立板底部预留锚栓孔,通过座浆消除立板与底板间间隙,通过锚栓、螺母、垫片将立板和底板联接在一起。给出了挡土墙的设计计算方法与施工工艺,并进行了工程应用,可为类似工程的设计与建造提供参考。
Abstract:
The connection node is the key to the design of the assembly retaining wall. On the basis of com-parison and analysis of the advantages and disadvantages of different joints, an assembly retaining wall with anchor bolt connection is proposed. The wall unit consists of a prefabricated vertical plate and a prefabricated bottom plate, and several anchor bolts are reserved on the floor, and the same number of anchor holes is reserved at the bottom of the vertical plate, removing the gap between the vertical plate and the floor by the slurry technology, and the vertical plate and bottom plate are connected by bolts, nuts, and gaskets. The design calculation method and construction technology of the wall are given, and the engineering application is carried out, which can provide reference for the design and construction of similar projects.
参考文献
|
[1]
|
赵御祺. 悬臂式薄壳挡土墙[J]. 建筑结构, 1981(6): 60-61.
|
|
[2]
|
曾向荣. 部分预制装配式钢筋混凝土挡土墙在城市轨道交通工程中的应用技术[J]. 地铁与轻轨, 2001(4): 24-27.
|
|
[3]
|
张程宏. 装配式挡土墙设计特点及其在市政道路中的应用[J]. 城市道桥与防, 2012(4): 30-32.
|
|
[4]
|
纪文利, 唐广辉. 装配式钢筋混凝土挡土墙的设计与施工[J]. 铁道标准设计, 2003(10): 111-112.
|
|
[5]
|
段铁铮. 装配式挡土墙标准化及系列化问题探讨[J]. 特种结构, 2004, 21(3): 78-81.
|
|
[6]
|
城市道路装配式挡土墙[S]. 国家标准设计, 07MR402.
|
|
[7]
|
张国栋, 蒋陆一, 张玉轻. 装配式挡土墙设计中碰撞力和分段长度浅谈[J]. 市政技术, 2010(2): 31-33.
|
|
[8]
|
孙宝昌. 装配式钢筋混凝土悬臂挡墙[J]. 东北水利水电, 1991(10): 10-15.
|
|
[9]
|
章宏生, 沈振中, 徐力群, 等. 新型装配扶壁式挡土墙的抗震性能研究[J]. 中国农村水利水电, 2017(3): 121-125.
|