连云港某高桩码头梁板体外预应力加固效果检测分析  

Analysis of Examining Results of Surface Pre-stressing Consolidation of A High-Piled Wharf in Lianyungang Port

作　　者：尤梦姗[1] 冯伯林[1] 

机构地区：[1]河海大学交通与海洋工程学院,江苏南京210098

出　　处：《水运工程》2004年第10期60-62,共3页Port & Waterway Engineering

摘　　要：在对高桩码头梁板的损坏原因分析的基础上,结合连云港某高桩码头体外预应力加固检测结果,介绍预应力加固效果的检测方法。通过分析影响加固效果的因素,提出了相应的改进措施。Based on the analysis of the damage reasons of slab-beam of a high-piled wharf, and in combination with the examining results of surface pre-stressing consolidation of a high-piled wharf in Lianyungang Port, this paper introduces the examination methods of pre-stressing consolidation effect. By studying the factors influencing the consolidation effect, this paper proposed corresponding measures for improvement.

关 键 词：高桩码头 预应力 体外加固 检测 

分 类 号：U656.113[交通运输工程—港口、海岸及近海工程]