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隧道建设(中英文) ›› 2022, Vol. 42 ›› Issue (3): 471-477.DOI: 10.3973/j.issn.2096-4498.2022.03.016

• 规划与设计 • 上一篇    下一篇

地下结构闭腔薄壁预制构件设计关键技术

黄美群1, 2   

  1. (1. 北京城建设计发展集团股份有限公司, 北京 100037; 2. 城市轨道交通绿色与安全建造技术国家工程研究中心, 北京 100037)
  • 出版日期:2022-03-20 发布日期:2022-04-03
  • 作者简介:黄美群(1964—),女,江西宜黄人,1986年毕业于西南交通大学,隧道及地下铁道专业,本科,教授级高级工程师,主要从事城市轨道交通工程设计研究工作。E-mail: 2891525998@qq.com。
  • 基金资助:
    国家重点研发计划(2017YFB1201104)

Key Technology for Design of ClosedCavity ThinWalled Precast Components of Underground Structures

HUANG Meiqun1, 2   

  1. (1. Beijing Urban Construction Design and Development Group Co., Ltd., Beijing 100037, China; 2. National Engineering Research Center for Green & Safe Construction Technology in Urban Transit, Beijing 100037, China)
  • Online:2022-03-20 Published:2022-04-03

摘要:

采用闭腔薄壁构件是地下结构大型预制构件轻量化设计的重要手段,闭腔薄壁构件已在长春、青岛和深圳等城市的装配式地铁车站衬砌结构中率先得到应用。地下结构闭腔薄壁构件目前尚没有适用的规范和标准可参考执行,在理论研究和实际工程应用的基础上,对地下结构闭腔薄壁预制构件设计关键技术进行论述。首先,从装配式地下结构的受力特性、接头构造、接缝防水及耐久性角度,分析预制构件轻量化的设计方法,论述闭腔薄壁构件轻量化的优势; 然后,通过与带肋的T形、工形和箱型截面构件对比分析,揭示闭腔薄壁构件在剪力滞效应和剪应力分布规律方面具有类似的力学性能特征,即闭腔薄壁构件存在典型的剪力滞效应,但影响程度较低,同时分析剪力滞效应的主要影响因素,提出适用于闭腔薄壁构件的剪力滞系数,截面剪应力全部由纵向肋板承担; 最后,分析闭腔薄壁构件的主要构造特点及其对构件力学性能的影响,提出翼缘板、纵向肋板、横隔板、端头板、内部空腔率等构造指标,并从计算分析和设计方法等方面提出闭腔薄壁构件结构设计要点。

关键词: 装配式地铁车站, 轻量化设计, 闭腔薄壁构件, 箱形构件, 截面剪力滞效应, 空腔率

Abstract: Applying closedcavity thinwalled components is crucial for the lightweight design of large prefabricated components for underground structures. The closedcavity thinwalled components were first used in prefabricated metro stations lining structures in Changchun, Qingdao, and Shenzhen. Presently, no applicable codes and standards exist for underground structures closedcavity thinwalled components. Based on theoretical research and practical engineering application, the principal technologies for designing closedcavity thinwalled components of underground structures are discussed. First, from mechanical characteristics, joint structures, joint waterproof, and durability of prefabricated underground structure viewpoints, the lightweight design method of prefabricated components is analyzed, and the advantages of lightweight closedcavity thinwalled components. Second, a comparative analysis with Tshaped, Ishaped, and boxshaped section components with ribs revealed that closedcavity thinwalled components have similar mechanical properties regarding the shear lag effect and shear stress distribution. A typical shear lag effect occurs in closedcavity thinwalled components, but the influence degree is low. Furthermore, the primary influencing factors are analyzed, and the shear lag coefficient is proposed for closedcavity thinwalled components. The longitudinal rib plate shows section shear stress. Finally, the primary structural characteristics of closedcavity thinwalled components and their influence on the mechanical properties of the components are discussed. Structural indices such as flange plate, longitudinal rib plate, diaphragm, endplate, and internal cavity rate are put forward. The critical points of the structural design of closedcavity thinwalled components are developed from calculation analysis and design methods.

Key words: prefabricated metro station, lightweight design, closedcavity thinwalled component, boxsection components, section shear lag effect, cavity rate