节点文献

预制桥墩体系抗震性能研究进展:新材料、新理念、新应用

REVIEW ON SEISMIC BEHAVIOR OF PRECAST PIERS: NEW MATERIAL, NEW CONCEPT, NEW APPLICATION

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 王景全王震高玉峰诸钧政

【Author】 WANG Jing-quan;WANG Zhen;GAO Yu-feng;ZHU Jun-zheng;School of Civil Engineering,Southeast University;Geotechnical Research Institute,Hohai University;

【机构】 东南大学土木工程学院河海大学岩土工程研究所

【摘要】 预制桥墩体系具有快速施工优势,在非震区、低烈度区中已得到较广泛应用,但因对其抗震性能缺乏充分认识,导致预制桥墩体系在中高烈度区的应用受到限制。该文根据抗震性能的不同,将预制桥墩体系分为"等同现浇"和"非等同现浇"两类,其中"等同现浇"预制桥墩又按照连接形式的不同分为套筒灌浆连接、波纹管灌浆连接、预留槽孔的灌浆连接、承插式连接、现浇湿接缝连接;"非等同现浇"预制桥墩按照有无专门耗能装置可分为两类;系统梳理了每种类型预制桥墩抗震性能的研究现状及典型工程应用。本文重点报道了超高性能混凝土、纤维增强复合材料和形状记忆合金三种高性能材料用于提高预制桥墩抗震性能的研究现状,指出了三种高性能材料用于预制桥墩体系中的合理方式。文中总结出将韧性抗震理念融入预制桥墩体系的两种方法:外置可更换耗能装置和内置机械连接的耗能钢筋,并对采用这两种方法的预制桥墩抗震性能研究现状进行了介绍。基于对预制桥墩体系抗震性能研究成果的整理,作者介绍了预制桥墩体系在更高抗震需求、更高刚度需求、更高使用寿命需求、更高环境保护需求四类桥梁中的应用前景,并指出了这些新应用可能带来的新课题。

【Abstract】 With accelerated bridge construction, the precast pier system has been widely applied in non and low seismic zone, but limited in moderate and high seismic zone by lack of knowledge about its seismic performance. This paper classifies the precast pier system into emulative precast pier and nonemulative precast pier based on the seismic performance. On one hand, the emulative precast pier is further categorized into grouted sleeve connection, grouted steel corrugated duct connection, pocket connection, socket connection and cast-in-place wet joint connection due to the type of connection, on the other hand, the nonemulative precast pier is further categorized into two types based on whether special energy dissipation device is used or not. The research about seismic performance and typical engineering application are systematically reviewed for each of these categories. Three high performance materials, including Ultra high performance concrete, fiber reinforced polymer and shape memory alloy, are reported for research status of their application in the precast pier system to improve the seismic performance. The proper way is pointed out to apply the three high performance materials in the precast pier system. Two methods are summarized to apply the new concept of earthquake resilience in the precast pier system: external replaceable energy dissipation device and internal energy dissipation bar with mechanical connection. The research review is conduct for the seismic performance of precast piers using the two connection way. Based on the summarization of the seismic performance of precast pier system, the precast pier system is proposed to apply in the four types of bridge including higher seismic requirement, larger stiffness requirement, longer service life requirement, and stricter environmental protection requirement. The new issues, caused by the new application fields, are pointed out.

【基金】 国家自然科学基金项目(51438003);中国铁路总公司科技研究开发计划重大课题项目(2017G006-C);东南大学优秀博士学位论文培育基金项目(YBPY1707);江苏高校优势学科建设工程资助项目(CE02-1-4)
  • 【会议录名称】 第27届全国结构工程学术会议论文集(第Ⅰ册)
  • 【会议名称】第27届全国结构工程学术会议
  • 【会议时间】2018-10-13
  • 【会议地点】中国陕西西安
  • 【分类号】U442.55
  • 【主办单位】中国力学学会结构工程专业委员会、西安建筑科技大学、《工程力学》编委会
节点文献中: