摘要
通过对我省部分加宽桥梁中,桥面纵缝破损成因的定性和定量分析,提出了在旧桥加宽中避免桥面纵缝破损形成、改善加宽桥梁使用性能应采取的技术措施。
Based on qualitative analysis of reasons for floor longitudinal joint damage in bridge widening in Liaoning Province, the paper proposes the technical measures for avidance of longitudinal joint damage and improvement of service performance of widened bridge.
出处
《辽宁交通科技》
2006年第2期40-42,共3页
Liaoning Communication Science and Technology
关键词
桥梁
纵缝处理
技术对策
Bridge Treatments of longitudinal joint damage Technical measures
