等同现浇预制装配桥墩抗震性能研究综述

    Seismic Performance of Emulative Cast-in-place Precast Bridge Columns-State of the Art Review

    • 摘要: 预制装配式桥墩已广泛应用于国内外低震区的公路及城市桥梁工程中, 为促进预制桥墩在强震地区的应用, 针对国内外等同现浇预制装配式钢筋混凝土桥墩的相关研究与工程应用展开系统总结和分析.从连接技术、抗震性能及工程应用3个方面介绍了基于灌浆套筒、灌浆波纹管和承插式连接的预制装配钢筋混凝土桥墩的发展现状, 指出预制装配式桥梁的未来发展趋势.分析表明, 等同现浇的预制装配式桥墩与现行设计规范可方便地衔接, 更易于在工程应用中推广; 灌浆套筒布置在塑性铰区时, 其抗震机理、塑性铰长度与普通现浇桥墩略有不同, 应重点关注; 灌浆波纹管连接和承插式连接预制桥墩在保证可靠连接的基础上可用于强震区; 高性能化、轻型化、高韧性及技术高适应性是未来预制装配式桥墩的重点发展方向.

       

      Abstract: Precast columns have been widely applied in highways and urban bridge engineering in low seismicity areas. To promote the application of precast columns in high seismicity areas, researches and applications of the "emulative cast-in-place" precast columns were summarized in this study. From the aspects of connection technique, seismic performance and engineering application, current technique situation and research achievements were introduced. Several common connections of the precast columns based on grouted sleeve connection, grouted duct connection, and socket connection were included. Besides, future development trend of precast columns was pointed out. It is concluded that the "emulative cast-in-place" precast columns can meet the current design standards, thus can be easily promoted in engineering applications. When grouted sleeves were placed in the plastic hinge area of precast columns, seismic performance and length of plastic hinge zone of precast columns were different from the monolithic cast-in-place columns. Precast columns with grouted duct or socket connection can be applied in high seismicity areas if a dependable connection is guaranteed. High performance, light weight, high toughness and adaptability are future development directions for precast bridge columns.

       

    /

    返回文章
    返回