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隧道建设(中英文) ›› 2021, Vol. 41 ›› Issue (S2): 408-412.DOI: 10.3973/j.issn.2096-4498.2021.S2.052

• 规划与设计 • 上一篇    下一篇

公路明(棚)洞建筑限界确定与灵活运用

王希宝, 袁松*, 魏记承, 张生   

  1. (四川省交通勘察设计研究院有限公司, 四川 成都〓610017
  • 出版日期:2021-12-31 发布日期:2022-03-17
  • 作者简介:王希宝(1982—),男,四川梓潼人,2008年毕业于成都理工大学,隧道与地下工程专业,硕士,高级工程师,主要从事隧道、岩土设计与研究工作。E-mail: 55223426@qq.com。*通信作者: 袁松, E-mail: stevenyuan@163.com。
  • 基金资助:
    2020年度交通运输行业重点科技项目(2020-MS3-101; 四川省交通运输科技项目(2020-B-012019-ZL-12

Determination and Flexible Application of Building Boundary of Opencut/Shed Tunnels of Highway

WANG Xibao, YUAN Song* WEI Jicheng ZHANG Sheng   

  1. Sichuan Communication Surveying & Design Institute Co. Ltd., Chengdu 610017, Sichuan, China)
  • Online:2021-12-31 Published:2022-03-17

摘要: 为解决设计人员对明棚洞建筑限界与路基同宽理解不一致的问题,通过对隧道建筑限界和公路建筑限界的横断面组成进行对比分析,根据规范中关于同宽的功能要求,推理得出: 独立设置的公路明棚洞建筑限界与路基同宽应理解为车行道宽度与两侧侧向宽度之和同宽,同宽标准应采用公路建筑限界(一般值)与隧道建筑限界(车行道+侧向宽度)两者的较大值。由于需要在洞内布设检修道或人行道,独立设置的明棚洞在满足前述同宽要求时建筑限界基本宽度将等于或大于公路路基宽度而导致明棚洞结构超出路基宽度较多的问题。针对该问题,对检修道或人行道的功能进行分析,分析结果表明: 独立设置的明棚洞可考虑将人行道分离设置于结构外侧,从而有效减小明棚洞结构跨度,改善顶梁内力,方便结构基础布置和施工。

关键词: 公路, 明洞, 棚洞, 同宽, 建筑限界

Abstract: In order to solve the problem that the designer′s understanding of the building boundary of the opencut/shed tunnel and the subgrade, comparative analysis of the crosssectional composition of the tunnel building boundary and the highway building boundary are conducted. According to the functional requirements of the same width in the specification, it is inferred that the independently set highway opencut/shed tunnel building boundary and the subgrade width should be understood as the sum of the width of the roadway and the lateral width of the two sides, and the same width standard should adopt the larger values of the highway building boundary (general value) and the tunnel building boundary (lane + lateral width). Due to the need of laying maintenance roads or sidewalks in the tunnel, the basic width of the building boundary of the independent opencut/shed tunnel will be equal to or greater than the width of the highway subgrade when meeting the abovementioned requirements for the same width, resulting in the problem that the structure of the opencut/shed tunnel exceeds the width of the subgrade. To address this problem, the function of the maintenance lanes or sidewalk is analyzed, and the analysis results show that the independent opencut/shed tunnel can set the sidewalk on the outside of the structure, so as to effectively reduce the structural span of the tunnel, improve the internal force of the top beam, and facilitate the layout and construction of the structural foundation.

Key words: highway, opencut tunnel, shed tunnel, identical width, building boundary

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