阳安线铁路隧道病害整治研究
摘要
阳安线横贯陕西省南部，西起宝成铁路阳平关站，东接襄渝铁路与西康铁路的交汇点安康站，为单线电气化Ⅰ级干线。本线于五十年代末完成初步设计，1965年重新勘测设计，1969年开始动工，1972年全线通车，1976年交付运营。阳安线既是我国的第二条电气化铁路，又是我国第一条一次性建成的电气化铁路。与襄渝线联通形成长江以北平行于陇海铁路的第二条东西向干线，与襄渝、宝成和西康铁路共同担负西南、陕南与华北及西北地区间的物资交流与经济建设任务，自建成运营以来，对川西北、陕南的工农业生产发展，资源开发和经济建设均起到了重要作用。
阳安线全线共有隧道147座，共计60807米，占全线总长的17.3％，其中短隧道115座，中长隧道31座，长隧道1座(为K259+566台子山隧道，全长3625.44米)。
本文作者对阳安铁路线隧道病害的现状进行了详细的观测和调查。对阳安铁路线隧道病害的发展状况、变化规律、分布特点、危害程度以及不同病害的产生原因进行了详细的分析。同时对不同的隧道病害劣化等级进行了评定。
针对隧道的不同病害，提出了整治方法。对各种不同的病害整治方法，进行了探讨和论述。对于隧道衬砌裂损和隧道渗漏水这两种常见病害的整治方法进行了较为详细的探讨和论述。
对隧道衬砌裂损的各种不同病害，分别提出了不同的针对性的整治方法。特别对目前采用比较多的喷射混凝土和锚杆加固进行了较为详细的探讨和研究。对各种不同的喷射混凝土和各种类型的锚杆作了详细的比较研究。同时对喷射混凝土和锚杆的不同施工工艺进行了一定的探讨。
对隧道渗漏水的各种不同情况，提出了不同的针对性的整治方法。对目前采用比较多的压注浆液和衬砌作防水层进行了较为详细的探讨和研究。对各种不同的压浆材料和防水层作法作了详细的比较研究。同时对新型压浆材料和防水层作法及施工工艺进行了一定的探讨。
Yang'an line is from the western YangPinGuan Station of BaoCheng railway to the eastern AnKang Station which is the intersection of XiangYu railway and XiKang railway, and runs through the southern areas of ShanXi province. It's a single main electric line which grade is I .Its design was completed in 1965 again which elementary design had been accomplished in the end of 1950's and was started in 196.The line was open to traffic in 1972 and was taken to use in 1976.Yang'an line was the second electric railway in our country and the first one-off constructed electric railway also. Yang'an line was the second main transmeridional railway which was parallel to LongHai railway. It intercommunicates with the south and west areas, the southern areas of ShanXi and the northern and western areas of our country along with XiangYu railway, BaoCheng railway and XiKang railway together, and it is important to the development and exploitation of the western and northern areas of SiChuan province and the southern areas of
ShanXi province.
There are 147 tunnels in all in Yang'an line, its total length is 60807 meters, and the tunnels cover 17.3 percent. There are 115 short tunnels and the middling long tunnels are 31, among which there is a long tunnel which length is 3625.44 meters and it locates at K259+566.
Observation and research to the tunnel disaster in Yang'an line had been done completely by the author, and analysis to the development, change, characteristic and cause of the tunnel disaster had been done detailedly. The assessment of destroyed grade had been completed also .
Treatment schemes have been brought through which aims at different disaster. Discussion and statement on different schemes have been mentioned in the paper, and the detailed discussion have been done to the two kinds of common disaster which are lining crack and leakage.
Different treatment schemes aiming at vary kinds of lining crack have been stated in the paper separately, and particular discussion has been mentioned to spray concrete and reinforced anchor which are in common use now especially.
The detailed compare to different kinds of spray concrete and reinforced anchor has been discussed in the paper meanwhile, and the limited statement to different construction technique of spray concrete and reinforced anchor has been presented also.
Different treatment schemes aiming at vary kinds of leakage have been stated in the paper separately, and detailed dissertation has been mentioned to grouting and waterproof layer which are in common use nowadays especially. The detailed compare to different construction technique of grouting and waterproof layer has been discussed in the paper also, and the limited discussion to different new types of grouting materials and construction technique of waterproof layer has been mentioned in the paper at the same time.
阳安线全线共有隧道147座，共计60807米，占全线总长的17.3％，其中短隧道115座，中长隧道31座，长隧道1座(为K259+566台子山隧道，全长3625.44米)。
本文作者对阳安铁路线隧道病害的现状进行了详细的观测和调查。对阳安铁路线隧道病害的发展状况、变化规律、分布特点、危害程度以及不同病害的产生原因进行了详细的分析。同时对不同的隧道病害劣化等级进行了评定。
针对隧道的不同病害，提出了整治方法。对各种不同的病害整治方法，进行了探讨和论述。对于隧道衬砌裂损和隧道渗漏水这两种常见病害的整治方法进行了较为详细的探讨和论述。
对隧道衬砌裂损的各种不同病害，分别提出了不同的针对性的整治方法。特别对目前采用比较多的喷射混凝土和锚杆加固进行了较为详细的探讨和研究。对各种不同的喷射混凝土和各种类型的锚杆作了详细的比较研究。同时对喷射混凝土和锚杆的不同施工工艺进行了一定的探讨。
对隧道渗漏水的各种不同情况，提出了不同的针对性的整治方法。对目前采用比较多的压注浆液和衬砌作防水层进行了较为详细的探讨和研究。对各种不同的压浆材料和防水层作法作了详细的比较研究。同时对新型压浆材料和防水层作法及施工工艺进行了一定的探讨。
Yang'an line is from the western YangPinGuan Station of BaoCheng railway to the eastern AnKang Station which is the intersection of XiangYu railway and XiKang railway, and runs through the southern areas of ShanXi province. It's a single main electric line which grade is I .Its design was completed in 1965 again which elementary design had been accomplished in the end of 1950's and was started in 196.The line was open to traffic in 1972 and was taken to use in 1976.Yang'an line was the second electric railway in our country and the first one-off constructed electric railway also. Yang'an line was the second main transmeridional railway which was parallel to LongHai railway. It intercommunicates with the south and west areas, the southern areas of ShanXi and the northern and western areas of our country along with XiangYu railway, BaoCheng railway and XiKang railway together, and it is important to the development and exploitation of the western and northern areas of SiChuan province and the southern areas of
ShanXi province.
There are 147 tunnels in all in Yang'an line, its total length is 60807 meters, and the tunnels cover 17.3 percent. There are 115 short tunnels and the middling long tunnels are 31, among which there is a long tunnel which length is 3625.44 meters and it locates at K259+566.
Observation and research to the tunnel disaster in Yang'an line had been done completely by the author, and analysis to the development, change, characteristic and cause of the tunnel disaster had been done detailedly. The assessment of destroyed grade had been completed also .
Treatment schemes have been brought through which aims at different disaster. Discussion and statement on different schemes have been mentioned in the paper, and the detailed discussion have been done to the two kinds of common disaster which are lining crack and leakage.
Different treatment schemes aiming at vary kinds of lining crack have been stated in the paper separately, and particular discussion has been mentioned to spray concrete and reinforced anchor which are in common use now especially.
The detailed compare to different kinds of spray concrete and reinforced anchor has been discussed in the paper meanwhile, and the limited statement to different construction technique of spray concrete and reinforced anchor has been presented also.
Different treatment schemes aiming at vary kinds of leakage have been stated in the paper separately, and detailed dissertation has been mentioned to grouting and waterproof layer which are in common use nowadays especially. The detailed compare to different construction technique of grouting and waterproof layer has been discussed in the paper also, and the limited discussion to different new types of grouting materials and construction technique of waterproof layer has been mentioned in the paper at the same time.
引文
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[8] 孙均．地下结构．北京．科学出版社．1991．
[9] 康红普．回采巷道锚杆支护影响因素的FLAC分析．岩石力学与工程学报．1999年第5期．
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[15] 包银鸿等．水下快速固化的PBM混凝土及其应用．中国建筑防水．1998年(总第65期)．
[16] 谭日升等．三峡大坝化学灌浆研究．长江科学院院报．2000年第17卷第6期．
[17] 翟秀静等．纳米技术在石窟等文物保护中的应用探索．岩土工程师．2001年第13卷第4期．
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[19] 刘建航，侯学渊主编．基坑工作手册．北京．中国建筑工业出版社．1999．
[20] 冯浩，朱清江．混凝土外加剂工程应用手册．北京．中国建筑工业出版社．1999．
[21] 林宝玉，吴绍章．混凝土新材料设计与施工．北京．中国水利水电出版社．1998．
[22] 杜嘉鸿等．地下建筑注浆工程简明手册．北京．科学出版社．1992．
[23] 程见基．水泥水玻璃浆液在珠江三角洲软土灌浆中的应用．岩土工程学报．1996年第4期．
[24] 邝健政，咎月稳，王杰，杜嘉鸿．岩土注浆理论与工程实例．北京．科学出版社．2001．
[25] 王星华．粘土固化浆液在地下工程中的应用．北京．中国铁道出版社．1998．
[26] 曾宪明等．岩土深基坑喷锚网支护原理、设计、施工指南．上海．同济大学出版社．1997．
[27] 程良奎等．岩土加固实用技术．北京．地震出版社．1994．
[28] 王异等．混凝土手册．长春．吉林科学技术出版社．1985．
[29] 黄士元等．近代混凝土技术．西安．陕西科学技术出版社．1998．
[30] 傅温等．混凝土工程新技术．北京．中国建材工业出版社．1996．
[31] 张伟进．浅谈基坑喷锚支护的质量监理．锚固与注浆新技术．北京．中国电力出版社．2002．
[32] 鞠文君．全长锚固锚杆工况监测方法．煤炭科学技术．1998年第6期．
[33] 程良奎，杨志银．喷射混凝土与土钉墙．北京．中国建筑工业出版
社．1998．
[34] 东北勘测设计院主编．地下洞室喷锚支护．北京．水利电力出版社．1981．
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[37] 丁浩．纳米材料及其技术在涂料产业中的应用．北京．中国粉体技术．2001年第7期
[38] 刘伯元．超细粉碎技术在建筑、建材工业中的应用．北京．中国粉体技术．2001年第5期．
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