摘要
进行了填芯混凝土与管桩内壁抗剪试验研究,根据试验结果分析了桩与填芯混凝土在破坏时的形态,破坏时桩身的受力特征和影响管桩承载力的因素,在试验的基础上,结合新老混凝土粘结性能的研究成果,提出了填芯混凝土与管桩内壁间的平均粘结系数的建议值。
This paper has a research on shearing resistance's experiment of filling-core concrete and the pipe pile's internal wall.According to the result of experiment,it analyzes the form of damaging on pile and filling-core concrete.The mechanical characteristics of pile body when it is damaging and the influenced factors of pipe pile's load capacity are analyzed in this paper too.On the basis of the experiment,combining the experimental result of bond performance on the new and old concrete,it proposes the average reliable values on the filling-core concrete and the pipe pile's internal wall.
出处
《山西建筑》
2010年第27期86-88,共3页
Shanxi Architecture
基金
上海市科学技术委员会"世博会主题馆新技术集成运用研究"资助项目(项目编号:07dz05801)
关键词
预应力管桩
抗拉承载力
填芯
平均粘结强度
prestressed pipe pile
tensile load capacity
filling-core
average bond strength