测绘通报 ›› 2024, Vol. 0 ›› Issue (4): 96-100,106.doi: 10.13474/j.cnki.11-2246.2024.0416

• 基础测绘赋能城市建设 • 上一篇    

北京丰台科丰桥新建雨水管涵施工期周边用地风险评估研究

窦一1, 侯婉清2,3, 徐浩1, 姜伟玲1, 孙畅2, 问瀚之2, 王晓静3   

  1. 1. 北京城建集团有限责任公司, 北京 100088;
    2. 中国地质大学(北京)土地科学技术学院, 北京 100083;
    3. 北京城建勘测设计研究院有限责任公司, 北京 100101
  • 收稿日期:2023-09-13 发布日期:2024-04-29
  • 通讯作者: 侯婉清。E-mail:466816547@qq.com
  • 作者简介:窦一(1985—),男,硕士,高级工程师,主要从事地下工程方向的工作。E-mail:535129243@qq.com
  • 基金资助:
    南四环路(科技大道—马草河)雨水方沟施工期周边建构筑物、地质条件影响因素研究项目(33412021060)

Research on safety risk assessment of surrounding land during the construction period of rainwater pipe culvert in Kefengqiao area, Fengtai district, Beijing

DOU Yi1, HOU Wanqing2,3, XU Hao1, JIANG Weiling1, SUN Chang2, WEN Hanzhi2, WANG Xiaojing3   

  1. 1. Beijing Urban Construction Group Co., Ltd., Beijing 100088, China;
    2. School of Land Science and Technology, China University of Geosciences, Beijing 100083, China;
    3. Beijing Urban Construction Exploration & Surveying Design Research Institute Co., Ltd., Beijing 100101, China
  • Received:2023-09-13 Published:2024-04-29

摘要: 极端暴雨事件和排水设施不足极易导致城市雨洪发生,基于周边环境安全评估的大型雨水管涵建设则是城市防御雨洪的重要举措。本文以北京丰台科丰桥新建雨水管涵工程为对象,引入风险链理论,采用模糊综合评价法与MIDAS/GTS数值模拟法,评估了该工程施工期周边用地风险。研究表明:①该工程施工期周边不同地类风险等级不同,周边土体变形集中在工程外侧0~18 m范围内,其中0~4 m为变形高危区;②该工程与城市地下管线相交点周围80 m范围内土体变形呈上隆起趋势,交点0~12 m区域为隆起高危区,需进行重点风险监测预警。综合而言,本文研究结果对于我国同类工程质量监测、施工期周边用地风险防范具有参考价值。

关键词: 雨水管涵, 周边环境, 施工期, 风险评估, 数值模拟

Abstract: Extreme rainstorm events and insufficient drainage facilities are very likely to lead to urban rain flood. The construction of large-scale rainwater pipe culverts based on the surrounding environmental safety assessment is an important measure for urban rain flood prevention. This paper takes the newly built rainwater pipe culvert project of Kefeng bridge in Fengtai district, Beijing city as the object, introduces risk chain theory, and uses fuzzy synthesis and MIDAS/GTS numerical simulation method to evaluate the surrounding land use risk during the construction period of the project. Research has shown that: ① During the construction period of the project, the risk impact levels of different land types around the project are different, and the deformation of the surrounding soil is concentrated within the range of 0~18 m outside the project, with 0~4 m being the high-risk area for deformation; ② The land deformation within a range of 80 m around the intersection of this project and urban underground pipelines shows an upward trend. The area between 0~12 m at the intersection is a high-risk area for uplift, and key monitoring and warning are required. In conclusion,the research results of the paper have reference value for quality monitoring of similar engineering projects and risk prevention of surrounding land use in China.

Key words: stormwater culverts, surrounding land, construction period, risk assessment, numerical simulation

中图分类号: