冯先导,刘聪聪,林红星.预制桩芯桩帽结构承载性能及安装工艺试验研究*[J].水运工程,2024,(11):215-220
预制桩芯桩帽结构承载性能及安装工艺试验研究*
Experimental study on bearing capacity and installation technology of prefabricated pile core and pile cap structure
  
DOI:
中文关键词:  assembled structure  prefabricated pile core and cap structure  bearing capacity  installation process
英文关键词:
基金项目:国家重点研发计划项目(2022YFB2603000);山东省重点研发计划项目(2021ZLGX04)
作者单位
冯先导 中国海洋大学山东 青岛 266100中交第二航务工程局有限公司湖北 武汉 430040中交武汉港湾工程设计研究院有限公司湖北 武汉 430040交通运输行业交通基础设施智能制造技术研发中心湖北 武汉 430040 
刘聪聪  
林红星  
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中文摘要:
      The transverse,longitudinal beams and panels of high-pile wharf are gradually being designed and constructed in assembled structure.However,the pile core and pile cap structure in the water level fluctuation area are still mainly cast-in-place,which has a great impact on the overall construction period,quality and safety of the project.The bearing capacity and installation process of the prefabricated integrated pile core cap are studied by model experiment.The results show that the bearing capacity of the prefabricated pile core and cap structure mainly depends on the bonding performance between the grouting material and the steel pipe interface,and the average bonding strength of the new structure is higher than that of the traditional cast-in-place concrete and steel pipe bonding strength and its corresponding standard values,indicating good bearing performance.The developed airbag sealing device at pile bottom can meet the requirements of bearing and sealing performance,and the slurry has good fluidity during the embedded grouting process.The structure and installation process of prefabricated pile core and pile cap have good application effects in engineering projects.
英文摘要:
      装配式结构;预制桩芯桩帽;承载性能;安装工艺
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