摘要
基于水泥土搅拌桩和预应力混凝土管桩的优缺点,提出了在水泥土搅拌桩内插预应力管,形成抗渗性好、强度高的复合桩。以某深基坑支护工程中内置预应力混凝土管桩的水泥土搅拌复合围护桩为例,叙述了该复合围护桩的支护机理,同时对其施工工艺和质量控制进行了详细论述。
Based on the advantages and disadvantages of cement-soil mixing pile and prestressed concrete pipe pile,a kind of composite pile which is formed by inserting prestressed pipe into cement-soil mixing pile and featured by good impermeability and high strength,was proposed herein;and then the cement-soil mixing composite retaining pile with built-in prestressed concrete pipe columns for deep foundation support was taken as an example to describe the retaining mechanism thereof and discuss the construction process and quality control in details.
作者
赵苏玲
王约发
ZHAO Suling;WANG Yuefa(Jiangxi Haihang Construction Technology Co.,Ltd.,Nanchang 330200,China;Guangdong Polytechnic of Environmental Protection Engineering,Foshan 528216,Guangdong,China)
出处
《路基工程》
2020年第5期126-131,共6页
Subgrade Engineering
基金
国家自然科学基金项目(50908085)。
关键词
深基坑支护
内置预应力混凝土管桩
三轴水泥搅拌复合桩
围护机制
初凝时间
deep foundation support
built-in prestressed concrete pipe pile
triaxial cement mixing composite pile
retaining mechanism
initial setting time