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高桩码头受损基桩修复受力体系转换新工艺
引用本文:李宗哲,王孝兵,周 龙. 高桩码头受损基桩修复受力体系转换新工艺[J]. 水运工程, 2013, 0(1): 161-165
作者姓名:李宗哲  王孝兵  周 龙
作者单位:中交武汉港湾工程设计研究院有限公司,湖北武汉,430040
摘    要:通过对湛江港410#泊位被撞区域各构件受损情况的检测分析,提出了在不破坏码头上部结构的情况下对破损的桩基础、桩帽、靠船构件等结构进行维修加固的处理新方法,为港区的生产经营节省了大量时间,取得了良好的经济效益和社会效益,为类似维修加固工程提供参考。

关 键 词:码头  基桩修复  受力体系转换

New technology for reinforcement stress system transform of damaged piles of piled wharf
LI Zong-zhe,WANG Xiao-bing and ZHOU Long. New technology for reinforcement stress system transform of damaged piles of piled wharf[J]. Port & Waterway Engineering, 2013, 0(1): 161-165
Authors:LI Zong-zhe  WANG Xiao-bing  ZHOU Long
Affiliation:CCCC Wuhan Harbour Engineering Design & Research Institute Co., Ltd., Wuhan 430040, China;CCCC Wuhan Harbour Engineering Design & Research Institute Co., Ltd., Wuhan 430040, China;CCCC Wuhan Harbour Engineering Design & Research Institute Co., Ltd., Wuhan 430040, China
Abstract:Based on the testing report of Zhanjiang harbor 410# berth collision area, we bring out thereinforcement method for the broken pile, pile cap, berthing member and other members in the prerequisite of not damaging the super-structure of the harbor. This reinforcement method has the advantages of time saving, low cost and great social benefit, and thus may serve as reference for relevant reinforcement projects.
Keywords:wharf   pile reinforcement   stress system transform
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