喜马拉雅山区公路桥涵病害类型及特征研究∗

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喜马拉雅山区公路桥涵病害类型及特征研究∗

“西部艰险山区重大基础设施防灾减灾关键理论与技术”专题其他论文综述 | 更新时间：2026-01-04

- 喜马拉雅山区公路桥涵病害类型及特征研究∗
- Damage Types and Characteristics of Highway Bridges and Culverts in the Himalayas of China
- 防灾减灾工程学报 2023年43卷第1期页码：18-31
- 作者机构：
  
  中国科学院西北生态环境资源研究院冻土工程国家重点实验室,甘肃,兰州,730000
- 作者简介：
- 基金信息：
  
  第二次青藏高原综合科学考察研究项目 (2019QZKK0905)、冻土工程国家重点实验室自主研究项目(SKLFSE-ZY-20，SKLFSE-ZQ-58，SKLFSE-ZT-202203)、国家自然科学基金项目(42201162)、中国矿业大学深部岩土力学与地下工程国家重点实验室开放基金课题(SKLGDUEK1904)资助
- DOI：
  中图分类号：
- 纸质出版：2023
- 稿件说明：
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陈敦. 喜马拉雅山区公路桥涵病害类型及特征研究∗[J]. 防灾减灾工程学报, 2023,43(1):18-31.

陈敦,李国玉,牛富俊,杜青松,柴明堂,齐舜舜,周宇.喜马拉雅山区公路桥涵病害类型及特征研究∗[J].防灾减灾工程学报,2023,43(1):18-31
陈敦. 喜马拉雅山区公路桥涵病害类型及特征研究∗[J]. 防灾减灾工程学报, 2023,43(1):18-31. DOI：

陈敦,李国玉,牛富俊,杜青松,柴明堂,齐舜舜,周宇.喜马拉雅山区公路桥涵病害类型及特征研究∗[J].防灾减灾工程学报,2023,43(1):18-31 DOI：

摘要

以喜马拉雅山区公路桥涵作为研究对象，基于现场典型病害调查数据，系统论述了喜马拉雅山区公路桥涵病害类型、发育特征以及影响因素，提出了相应的病害整治措施建议。调查结果显示，喜马拉雅山区公路桥梁上部结构梁板铰接缝与翼缘渗水泛碱病害和桥面铺装病害较为普遍，病害率分别为 25% 和 42%。下部结构的桥墩病害主要表现为基础冲刷(12.5%)、桥台台前护坡和耳墙破损(25%)以及桥台背墙渗水、腐蚀、掏空(29.17%)。桥梁附属构造物常见病害为伸缩缝病害、锥坡病害以及导流工程病害等，其中 62.5% 的桥梁病害出现在伸缩缝位置。涵洞的主要病害主要有涵洞盖板和翼墙开裂倾斜、涵洞进出口堵塞、波纹管涵断裂以及涵背跳车，并且大约 60% 的涵洞病害位于多年冻土区涵洞进出口位置。公路桥涵工程病害主要是由于环境因素(气候环境、地形地貌、人类活动)和工程因素(设计、施工、养护、建筑材料)所致。因此，建议建立喜马拉雅山区公路桥涵病害数据库，形成 “空-天-地”一体化综合监测系统，研发病害防治新技术，做好定期养护维修，提高公路桥涵的服役性能。

Abstract

The high altitude， complex and diverse topography， sensitive climate characteristics and large carrying capacity pose great challenges to the long-term performance of highway bridges and culverts in the Himalayas of China. Based on the survey data of typical damage in the Himalayas of China during the second Tibetan Plateau scientific expedition and research， this paper systematically analyzes various types of engineering damage of highway bridges and culverts， and proposes corre- sponding control measures. The investigations indicated that about 42% of bridge damage is related to deck pavement. Water seepage and alkali-flooding in the hinged joints and flanges of the super- structure of highway bridges are common forms of superstructure damage. Foundation scouring is the main form of the bridge pier damage (12.5%). The primary damage forms of bridge abutments are damage to slope protection and ear walls in front of abutments， water seepage， corrosion， and hol- lowing of abutment back walls. The damage of bridge ancillary structures can be categorized as ex- pansion joint damage， cone slope damage， and diversion engineering damage， with 62.5% of bridge damage occurring at the expansion joints. The damage types of culverts include subsidence， cracking or dislocation of wing walls， blockage of culvert inlet and outlet， fracture of corrugated steel cul- verts， and vehicle jumping at the culvert back. Around 60% of culvert damage occurs at the inlet and outlet， and is concentrated in the permafrost region. The damage of highway bridges and cul- verts engineering is mainly caused by environmental and engineering factors， such as climate environ- ment， landform， human activities， design， construction， maintenance， and building materials. Therefore， it is recommended to establish a database of highway bridges and culvert damage in the Himalayas， develop a comprehensive monitoring system， develop new damage prevention technolo- gy， prioritize regular maintenance， and improve the service performance of highway bridges and cul- verts.

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丁永健,杨建平.中国冰冻圈变化的脆弱性与适应研究[M].北京:科学出版社,2019.Ding Y J,Yang J P.Study on vulnerability and adapta?tion of cryosphere change in China[M].Beijing:Sci?ence Press,2019.(in Chinese)

杨坤,马东涛,崔鹏.新藏公路(新疆境内)沿线道路病害[J].山地学报,2002,20(1):53-58.Yang K,Ma D T,Cui P.The hazards along XinjiangTibet Highway in Xinjiang[J].Journal of Mountain Sci?ence,2002,20(1):53-58.(in Chinese)

袁方策,毛德华,杨发相.新疆地貌概论[M].北京:气象出版社,1994.Yuan F C,Mao D H,Yang F X.Introduction to Xinji?ang geomorphology[M].Beijing:China MeteorologicalPress,1994.(in Chinese)

王立全,潘桂堂,丁俊,等.青藏高原及邻区地质图说明书[M].北京:地质出版社,2013.Wang L Q,Pan G T,Ding J,et al.Description of geo?logical map of Qinghai Tibet Plateau and its adjacent ar?eas[M].Beijing:Geological Publishing House,2013.(in Chinese)

马东涛,张金山,王蒙,等.新藏公路新疆段多年冻土特征及其灾害初探[J].山地学报,2004,22(5):554-561.Ma D T,Zhang J S,Wang M,et al.Characteristicsand hazards of permafrost along the Xinjiang-TibetanHighway Xinjiang[J].Journal of Mountain Science,2004,22(5):554-561.(in Chinese)

潘桂堂,肖庆辉,陆松年,等.中国大地构造单元划分[J].中国地质,2009,36(1):1-28.Pan G T,Xiao Q H,Lu S N,et al.Subdivision of tec?tonic units in China[J].Geology in China,2009,36(1):1-28.(in Chinese)

马东涛,崔鹏,杨坤,等.新藏公路新疆段泥石流灾害初探[J].干旱区地理,2003,26(4):349-354.Ma D T,Cui P,Yang K,et al.An approach on debrisflow hazards along the Xinjiang-Tibet Highway line inXinjiang[J].Arid Land Gecgraphy,2003,26(4):349-354.(in Chinese)

贺益贤.新藏公路沿线冻土电探的应用实例[J].冰川冻土,1991,13(3):255-260.He Y X.Application of D.C.Elertric sounding for per?mafrost exploration along Xinjiang-Xizang Highway[J].Journal of Glaciology and Geocryology,1991,13(3):255-260.(in Chinese)

章金钊,贾志裕,刘戈.新藏公路新疆段多年冻土的分布特征与路基设计对策[J].公路交通科技,2008,25(9):251-254.Zhang J Z,Jia Z Y,Liu G.Distribution characteristicsof permafrost and subgrade design countermeasures inXinjiang section of Xinzang highway[J].Journal ofHighway and Transportation Research and Develop?ment,2008,25(9):251-254.(in Chinese)

范立础.桥梁工程[M].北京:人民交通出版社,2001.Fan L J.Bridge engineering [M].Beijing:China Com?munications Press,2001.(in Chinese)

张俊平.桥梁检测与维修加固[M].北京:人民交通出版社,2006.Zhang J P.Bridge inspection,maintenance and rein?forcement [M].Beijing:China Communications Press,2006.(in Chinese)

祁航.西藏阿里地区国道219线区界至日土段冻土层研究及其对公路工程的影响[D].西安:长安大学,2019.Qi H.Study on permafrost ad its influence on highwayengineering form boundary to Ritu section of 219 Na?tional Road in Ali area of Tibet[D].Xi’an:Chang’anUniversity,2019.(in Chinese)

秦毅.新疆多年冻土地区桥涵病害调查及防治措施[J].交通标准化,2014,42(14):114-117.Qin Y.Bridge and culvert disease investigation and pre?vention in Xinjiang permafrost region[J].Transporta?tion Standardization,2014,42(14):114-117.(in Chi?nese)

俞祁浩,Roth Kurt,金会军,等.中德合作三江源区和甜水海地区多年冻土退化过程科学考察和研究进展[J].冰川冻土,2006,28(6):844-849.Yu Q H,Kurt R,Jin H J,et al.Progress of the SinoGerman joint researches on the degradation of perma?frost on the Tibetan Plateau[J].Journal of Glaciologyand Geocryology,2006,28(6):844-849.(in Chinese)

张锋.深季节冻土区重载汽车荷载下路基动力响应与永久变形[D].哈尔滨:哈尔滨工业大学,2011.Zhang F.Dynamic response and permanent deformationof subgrade induced by heavy truck load in deep season?ally frozen region[D].Harbin:Harbin Institute of Tech?nology,2011.(in Chinese)

刘春玲,祁生文,童立强,等.喜马拉雅山地区泥石流发育特征研究[J].工程地质学报,2016,24(3):435-441.Liu C L,Qi S W,Tong L Q,et al.Development char?acteristics of debris flows in Hima-layas using remotesensing technology[J].Journal of Engineering Geolo?gy,2016,24(3):435-441.(in Chinese)

符进,谢前波,祁海云.青藏高原多年冻土区涵洞工程现状综述[J].公路,2014,60(3):28-33.Fu J,Xie Q B,Qi H Y.Summary of culvert engineer?ing status in permafrost area of Qinghai Tibet Plateau[J].Highway,2014,60(3):28-33.(in Chinese)

赵永虎,米维军,苗学云.黄土地区公铁涵洞病害特征及其差异性对比研究[J].铁道标准设计,2018,62(4):118-124.Zhao Y H,Mi W J,Miao X Y.Research on defectscharacteristics of railway culvert and highway culvert inloess area and their differences[J].Railway StandardDesign,2018,62(4):118-124.(in Chinese)

穆彦虎,马巍,牛富俊,等.多年冻土区道路工程病害类型及特征研究[J].防灾减灾工程学报,2014,34(3):259-267.Mu Y H,Ma W,Niu F J,et al.Study on geotechnicalhazards to roadway engineering in permafrost regions[J].Jouranl of Disaster Prevention and Mitigation Engi?neering,2014,34(3):259-267.(in Chinese)

章金钊.高原多年冻土地区涵洞工程研究[J].公路,2000(2):25-28.Zhang J Z.Study on culvert engineering in plateau perma?frost area [J].Highway,2000(2):25-28.(in Chinese)

章金钊.高原多年冻土地区桥涵设计与施工研究[J].中国铁道科学,2001,22(4):40-46.Zhang J Z.Study on design and construction of bridgeand culvert in secular frozen earth area in plateau[J].China Railway Science,2001,22(4):40-46.(in Chi?nese)

汪双杰,李祝龙,章金钊,等.多年冻土地区公路修筑技术[M].北京:人民交通出版社,2008.Wang S J,Li Z L,Zhang J Z,et al.Highway construc?tion technology in permafrost regions [M].Beijing:China Communications Press,2008.(in Chinese)

章金钊,武敬民,李祝龙.高原多年冻土地区公路修筑技术研究的回顾与展望[J].冰川冻土,1999,21(2):187-191.Zhang J Z,Wu J M,Li Z L.The study of highway con?struction techniques on plateau permafrost regions:re?view and prospect[J].Journal of Glaciology and Geoc?ryology,1999,21(2):187-191.(in Chinese)

何庆明.国道219线(狮泉河至日土段)改建工程中冻土病害的防治[J].科学技术与工程,2011,11(26):6490-6493.He Q M.Permafrost diseases prevention of a recon?struction engineering of national highway(from ShiquanRiver to Ritu)[J].Science Technology and Engineer?ing,2011,11(26):6490-6493.(in Chinese)

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