隧道区间排水内置泵房存在问题及对策分析
秦银刚
Problem Analysis of Tunnel Interval Drainage Built-in Pump Stationand Countermeasures
QIN Yingang
-
作者信息:天津市地下铁道集团有限公司， 300011， 天津
-
Affiliation:Tianjin Metro Group Co., Ltd., 300011, Tianjin, China
-
关键词:
-
Key words:
-
DOI:10.16037/j.1007-869x.2020.09.026
-
中图分类号/CLCN:U453.6
-
栏目/Col:研究报告
摘要:
为减少地铁隧道区间联络通道外挂式排水泵房(站)施工风险，可将外挂形式改为在区间隧道内设置。针对既有内置式泵房运营情况进行了调研，发现存在中心排水沟积水、钢轨及扣件锈蚀、浮置板道床段钢弹簧锈蚀、道床混凝土劣化及水泵损坏率高等病害问题。对不同类型道床段的病害现象潜在危害及形成原因逐一进行分析，针对这些病害，在设计阶段给出相应的对策。
Abstracts:
In order to reduce the construction risks of building the drainage pump room (or station) outside the metro tunnel interval connection passage, pump station can be built inside the interval tunnel to replace the external one. With an investigation on the operation situation of the existing built-in drainage pump station, some tunnel diseases are detected such as central drainage sediment, corrosion of rail and fastener, corrosion of steel spring in floating bed section, deterioration of track bed concrete, high rate of pump damage and so on. Potential hazards and disease forming causes in different types of track bed segments are analyzed one by one,corresponding countermeasures at the design stage are proposed.
- 上一篇: 地铁列车车钩分级吸能特性模拟*
- 下一篇: 武汉地铁无障碍出行移动软件的设计与开发
过刊浏览
资料下载
友情链接