法门寺合十舍利塔震后裂缝处理技术研究  被引量:5

Study on the crack treatment technology for palms together dagoda in the Famen Monastery in Whenchuan Earthquare

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作  者:曾凡奎[1,2] 胡长明[1] 车佳玲[1] 李永辉[1] 闫鑫[1] 

机构地区:[1]西安建筑科技大学土木工程学院,陕西西安710055 [2]西部建筑科技国家重点实验室(筹),陕西西安710055

出  处:《西安建筑科技大学学报(自然科学版)》2008年第5期667-671,共5页Journal of Xi'an University of Architecture & Technology(Natural Science Edition)

基  金:陕西省自然科学基金资助项目(2006E206)

摘  要:法门寺合十舍利塔工程是"5·12"汶川大地震发生时在建的陕西省重点工程,通过对该工程在汶川地震后的震害调研、地震现场考察,收集了大量有关该建筑结构震害资料,介绍了受汶川地震影响的法门寺合十舍利塔的震害情况,对裂缝产生的原因作了初步分析,并根据具体破坏特征提出表面封闭、表面扩大封闭、压力灌浆、补强钢带等相应处理(加固)措施.The project of the Palms Together Pagoda in the Famen Temple are the main projects in Shaanxi Province. It was under construction when Wenchuan earthquakes occurred. The large amount of data were collected about the building structure damage level based on the damaged buildings and scene investigation after earthquakes. These data reflected the earthquake effect on the Palms Together Pagoda in Famen Temple. And causes of the damage are analyzed and some measures such as closed surface and pressure grouting and steel reinforcement are provided. The treatment technology discussed in the article would be valuable for other similar projects.

关 键 词:超限高层建筑 结构裂缝 震害分析 补强钢带 

分 类 号:P315.9[天文地球—地震学] TU252[天文地球—固体地球物理学]

 

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