引用本文:王振振,张社荣.近海复杂环境因素对闸墩混凝土裂缝的影响[J].水利水运工程学报,2017,(6):92-97
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近海复杂环境因素对闸墩混凝土裂缝的影响
王振振1, 张社荣2
1.中铁工程设计咨询集团有限公司,北京;2.天津大学水利工程仿真与安全国家重点实验室,天津
摘要:
近海大体积混凝土结构所处的外界环境以及地质条件比较复杂,对于带裂缝水闸结构来说,因所处的地理位置、气候变化以及潮汐升降水位等因素的缘故,水闸闸墩裂缝处于张合状态,这降低了水闸结构的稳定性,甚至会影响水闸结构的寿命。沿海环境温度变化对混凝土裂缝宽度变化的实际监测分析,对于混凝土结构安全耐久性评价具有一定价值,依托典型软土地基永定新河防潮闸工程,利用测缝计对闸墩裂缝宽度变化进行健康监测。主要研究运行期环境因素(以空气温度、水温以及潮汐水位为主)对闸墩裂缝的影响,采用健康安全监测软件,通过对数据的挖掘处理,得出环境温度和水位是影响闸墩水下裂缝宽度变化的敏感性因素的结论,为以后水闸闸墩裂缝的安全维护和裂缝的预防提供思路。
关键词:  临海复杂地质  大体积混凝土  环境因素  裂缝  健康监测
DOI:
分类号:TU528.01
基金项目:国家自然科学基金创新研究群体科学基金资助项目(51321065); 国家自然科学基金资助项目(51379141, 51509182);天津市应用基础与前沿技术研究计划青年项目(15JCQNJC08000)
Impacts of offshore complex environment factors on cracks in concrete piers
WANG Zhenzhen1, ZHANG Sherong2
1.China Railway Engineering Consulting Group Co., Ltd., Beijing;2.State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin
Abstract:
The external environment and geological conditions of offshore mass concrete structure are quite complex. For the sluice structures with cracks, because of the geographical position, climate changes and tidal water level fluctuation, the cracks in the sluice pier are in a state of tension, which reduces the stability of the sluice structure and even affects their service life. The actual monitoring analysis of the changes in the coastal environment temperature has a certain value for the safety and durability evaluation of the concrete structures. Therefore, taking the Yongding New River sluice gate works placed on the typical soft soil foundation as a case history, the pier crack width is monitored by the crackmeter. The studies of influences of environmental factors during the period of operation (mainly atmospheric temperature, water temperature and tide level fluctuation) on the cracks of the piers are carried out in this paper. The health and safety monitoring software is adopted to process the measured data. From the analyses it is found that the environmental temperature and water level fluctuation are the sensitive factors affecting the variation of underwater crack width of the pier. The study provides a new idea for the safety maintenance and prevention of the cracks in the floodgate piers in the future.
Key words:  offshore complex geological conditions  mass concrete structure  environmental factors  cracks  health monitoring
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