Investigation and Analysis of Earthquake Disaster in the Extreme Earthquake Area of MS7.4 Earthquake in Qinghai Province
-
摘要: 2021年5月22日2时4分,青海省玛多县发生7.4级地震,距震中26 km的野马滩大桥及周边区域为此次地震极震区(地震烈度Ⅹ度,面积约69 km2),受损尤为严重。桥梁表现为落梁式破坏,房屋不同程度受损。对极震区内野马滩大桥及周边房屋进行实地调查与震灾分析,并提出灾后重建及震灾防御相关建议,包括组织专业人员进行灾区房屋安全鉴定,建议牧民居住建筑采用轻钢式结构,建议原地重建野马滩大桥并增加限位装置及连梁装置。Abstract: At 02:04 on May 22, 2021, a magnitude 7.4 earthquake occurred in Maduo County, Qinghai Province. The Yematan Bridgeand its surroundings, 26 km away from the epicenter, are the extreme disaster area (the area of earthquake intensity 10 is about 69 km2). The damage type of this bridge was the falling-beam damage, and the local residential buildings were damaged to different levels. The field investigations and earthquake disaster analysis were carried out on the Yematan Bridge and surrounding houses in the extreme disaster zone, and relevant suggestion on post-earthquake reconstruction and earthquake disaster prevention were put forward: Conduct detailed house safety appraisal for the professional personnel of housing construction organization in disaster area; For grazing residential areas, it is suggested to use light steel structure houses; For the Yematan Bridge, it is recommended to rebuild in situ, and increase additional limiting and connecting beam device.
-
Key words:
- Maduo earthquake /
- Extreme disaster area /
- Yematan bridge /
- Earthquake disaster analysis
-
表 1 极震区不同结构类型房屋震灾调查结果
Table 1. Investigation on earthquake disaster of buildings with different structures in the extreme areas
调查点 砖木结构房屋 土木结构房屋 轻钢结构房屋 数量/间 面积/m2 破坏情况 数量/间 面积/m2 破坏情况 数量/间 面积/m2 破坏情况 1 1 80 毁坏 1 30 严重破坏 — — — 2 1 100 毁坏 — — — 1 28 中等破坏 3 1 120 毁坏 — — — 1 15 基本完好 4 1 80 毁坏 — — — 2 40 基本完好 -
[1] 程捷, 田明中, 张绪教等, 2001. 黄河源区的自然资源状况与经济可持续发展——以玛多县为例. 国土与自然资源研究, (4): 1—4. doi: 10.3969/j.issn.1003-7853.2001.04.001Cheng J., Tian M. Z., Zhang X. J., et al., 2001. Protection and utilizatiion of the natural resources and steady economic development in the source area of the yellow river. Territory & Natural Resources Study, (4): 1—4. (in Chinese) doi: 10.3969/j.issn.1003-7853.2001.04.001 [2] 雷涛, 李碧雄, 曹鹏杰等, 2010. 汶川地震近断层附近桥梁震害浅析. 重庆交通大学学报(自然科学版), 29(3): 358—362, 496.Lei T., Li B. X., Cao P. J., et al., 2010. Analysis on damage of near-faultage bridges in Wenchuan earthquake. Journal of Chongqing Jiaotong University (Natural Science), 29(3): 358—362, 496. (in Chinese) [3] 李红, 2011. 玉树地震房屋震害的几点启示. 青海师范大学学报(自然科学版), 27(3): 87—89.Li H., 2011. Several views from Yushu earthquake damages on the houses. Journal of Qinghai Normal University (Natural Science), 27(3): 87—89. (in Chinese) [4] 罗春燕, 2011. 玉树地震中房屋结构的震害分析. 山西建筑, 37(26): 53—54. doi: 10.3969/j.issn.1009-6825.2011.26.031Luo C. Y., 2011. On analysis of earthquake diseases of house structures in Yushu earthquake. Shanxi Architecture, 37(26): 53—54. (in Chinese) doi: 10.3969/j.issn.1009-6825.2011.26.031 [5] 罗全波, 陈学良, 高孟潭等, 2018. 近断层速度脉冲与震源机制的关系浅析. 震灾防御技术, 13(3): 646—661.Luo Q. B., Chen X. L., Gao M. T., et al., 2018. Relationship between near-fault velocity pulse and focal mechanism. Technology for Earthquake Disaster Prevention, 13(3): 646—661. (in Chinese) [6] 唐洁清, 2010. 基于玉树地震建筑震害谈我国建筑抗震. 中国住宅设施, (9): 43—44. doi: 10.3969/j.issn.1672-5093.2010.09.010Tang J. Q., 2010. The building aseismicity based on the building seismic damage in Yushu. China Housing Facilities, (9): 43—44. (in Chinese) doi: 10.3969/j.issn.1672-5093.2010.09.010 [7] 汪发红, 2012. 玉树地震对农牧民住房建设的启示. 建材世界, 33(1): 53—55. doi: 10.3963/j.cn.42-1783.TU.2012.01.015Wang F. H., 2012. Inspiration for housing construction of farmers and herdsmen from earthquake in Yushu. The World of Building Materials, 33(1): 53—55. (in Chinese) doi: 10.3963/j.cn.42-1783.TU.2012.01.015 [8] 王青桥, 韦晓, 王君杰, 2009. 桥梁桩基震害特点及其破坏机理. 震灾防御技术, 4(2): 167—173. doi: 10.3969/j.issn.1673-5722.2009.02.005Wang Q. Q., Wei X., Wang J. J., 2009. Characteristics and mechanisms of earthquake damage of bridge pile foundation. Technology for Earthquake Disaster Prevention, 4(2): 167—173. (in Chinese) doi: 10.3969/j.issn.1673-5722.2009.02.005 [9] 夏修身, 陈兴冲, 王常峰等, 2011. 桥梁震害分析与合理抗震体系研究. 工程抗震与加固改造, 2011, 33(6): 132—136. doi: 10.3969/j.issn.1002-8412.2011.06.026Xia X. S., Chen X. C., Wang C. F., et al., 2011. Bridge damage analysis and reasonable seismic systems. Earthquake Resistant Engineering and Retrofitting, 33(6): 132—136. (in Chinese) doi: 10.3969/j.issn.1002-8412.2011.06.026 [10] 杨理臣, 卢宁, 樊光洁等, 2016. 青海玉树7.1级地震灾后重建地区房屋地震易损性研究. 地震工程学报, 38(S2): 314—318.Yang L. C., Lu N., Fan G. J., et al., 2016. The analysis of vulnerability of reconstruction buildings in the Area Stricken by Yushu 7.1 earthquake, Qinghai. China Earthquake Engineering Journal, 38(S2): 314—318. (in Chinese) [11] 于淼, 刘必灯, 王伟, 2016. 近断层桥梁直接震害特征分析. 防灾科技学院学报, 18(2): 41—53. doi: 10.3969/j.issn.1673-8047.2016.02.006Yu M., Liu B. D., Wang W., 2016. Damage characteristics of near-fault bridges. Journal of Institute of Disaster Prevention, 18(2): 41—53. (in Chinese) doi: 10.3969/j.issn.1673-8047.2016.02.006 [12] 赵国辉, 刘健新, 2008. 汶川地震桥梁震害分析及抗震设计启示. 震灾防御技术, 3(4): 363—369. doi: 10.3969/j.issn.1673-5722.2008.04.005Zhao G. H., Liu J. X., 2008. Bridge damage analysis and enlightenment in seismic design of Wenchuan earthquake. Technology for Earthquake Disaster Prevention, 3(4): 363—369. (in Chinese) doi: 10.3969/j.issn.1673-5722.2008.04.005 [13] 郑建军, 廖永石, 杜雷等, 2013. 青海玉树地震民用建筑震害调查和分析. 建筑构, 43(S1): 1051—1054.Zheng J. J., Liao Y. S., Du L., et al., 2013. Investigation and analysis of building damage in Yushu city caused by earthquake. Building Structure, 43(S1): 1051—1054. (in Chinese)