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季节性冻土地区既有铁路隧道聚氨酯-波纹钢板保温衬砌工程应用与研究

Engineering application and study on polyurethane-corrugated steel plate insulation lining of existing railway tunnel in seasonal frozen area.

作者信息

Cui Guangyao, Wang Xuelai

机构信息

School of Civil Engineering, North China University of Technology, Beijing, China.

出版信息

Sci Prog. 2021 Jan-Mar;104(1):36850420987043. doi: 10.1177/0036850420987043.

DOI:10.1177/0036850420987043
PMID:33449868
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC10454950/
Abstract

In order to solve the problem of freezing damage treatment and anti-freezing design for railway tunnels in operation in the seasonal frozen area, this paper proposes a polyurethane-corrugated steel plate insulation lining, and studies its thermal insulation effect, relying on a freezing damage treatment project of an existing passenger-dedicated tunnel for on-site application. In this paper, the insulation lining is applied to the actual project and the insulation effect is verified by the field monitoring. The temperature test section was set in the anti-freezing design section. The polyurethane-corrugated steel plate insulation lining proposed in this paper is mainly composed of corrugated steel plate, polyurethane insulation layer and waterproof layer. The polyurethane-corrugated steel insulation lining is applied by using self-made rail flat battery car, door-type scaffolding, arch slide and other construction equipments. The on-site temperature test shows that the insulation effect is obvious. The polyurethane-corrugated steel plate insulation lining has the advantages of fast construction speed, good thermal insulation effect, preventing concrete from peeling off blocks, easy removal and replacement. According to the field temperature test, under the natural temperature outside the tunnel from -18°C to -22°C in winter of 2018-2020, the temperature of the interface between surrounding rock and lining of the tunnel monitoring sections are all above 0°C so that the freezing damage is eliminated from the root. Research results can provide a theoretical basis for the anti-freezing projects of tunnels in seasonal frozen area.

摘要

为解决季节性冻土地区运营铁路隧道冻害治理及防寒设计问题,依托某既有客运专线隧道冻害整治工程,本文提出一种聚氨酯-波纹钢板保温衬砌,并对其保温效果进行研究,将保温衬砌应用于实际工程,并通过现场监测验证保温效果。在防寒设计段设置温度测试断面。本文提出的聚氨酯-波纹钢板保温衬砌主要由波纹钢板、聚氨酯保温层和防水层组成。采用自制轨道平板电瓶车、门式脚手架、拱架滑板等施工设备进行聚氨酯-波纹钢保温衬砌施工。现场温度测试表明保温效果明显。聚氨酯-波纹钢板保温衬砌具有施工速度快、保温效果好、防止混凝土掉块、易于拆除更换等优点。根据现场温度测试,在2018—2020年冬季隧道外自然温度为-18℃至-22℃时,隧道监测断面围岩与衬砌界面温度均高于0℃,从根本上消除了冻害。研究成果可为季节性冻土地区隧道防寒工程提供理论依据。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/f8e923366374/10.1177_0036850420987043-fig12.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/d81b29ee33e7/10.1177_0036850420987043-fig1.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/46c18b09e9cd/10.1177_0036850420987043-fig6.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/43ab1ddf01a2/10.1177_0036850420987043-fig7.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/cdd8444e30a4/10.1177_0036850420987043-fig8.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/56fd6fca2179/10.1177_0036850420987043-fig9.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/9effa44986d5/10.1177_0036850420987043-fig10.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/013f4b71fadc/10.1177_0036850420987043-fig11.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/f8e923366374/10.1177_0036850420987043-fig12.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/d81b29ee33e7/10.1177_0036850420987043-fig1.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/5b2515c5b655/10.1177_0036850420987043-fig2.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/7c5e1876679d/10.1177_0036850420987043-fig3.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/3b506d643a5a/10.1177_0036850420987043-fig4.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/45eef2c4693c/10.1177_0036850420987043-fig5.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/46c18b09e9cd/10.1177_0036850420987043-fig6.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/43ab1ddf01a2/10.1177_0036850420987043-fig7.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/cdd8444e30a4/10.1177_0036850420987043-fig8.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/56fd6fca2179/10.1177_0036850420987043-fig9.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/9effa44986d5/10.1177_0036850420987043-fig10.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/013f4b71fadc/10.1177_0036850420987043-fig11.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/c195/10454950/f8e923366374/10.1177_0036850420987043-fig12.jpg

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本文引用的文献

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