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作 者:李志刚[1,2,3] 张雁[1,2,4] 朱合华[1,2]
机构地区:[1]同济大学地下建筑与工程系,上海200092 [2]同济大学岩土及地下工程教育部重点实验室,上海200092 [3]上海市政工程设计研究总院(集团)有限公司,上海200092 [4]中国土木工程学会,北京100835
出 处:《建筑结构》2014年第8期1-5,14,共6页Building Structure
摘 要:针对预应力高强空心桩(管桩和方桩)工程应用进行分析。结果表明:在用材相当的情况下,预应力高强管桩的性能较预应力高强空心方桩的优越;预应力高强管桩可以适用于抗震设防区;预应力高强空心桩可以作为抗拔桩使用。同时对预应力高强空心桩提出了实际应用中的一些注意事项。The applications of prestressed high-strength pipe piles and prestressed high-strength hollow square piles were discussed. Conclusions are obtained that the performance of prestressed high-strength pipe piles is superior to that of prestressed high-strength hollow square piles when the material usage is equal. Prestressed high-strength pipe piles can be applied in seismic zone, and prestressed high-strength pipe piles and prestressed high-strength hollow square piles can be used as uplift piles. Several suggestions were given in the applications of prestressed high-strength pipe piles and prestressed high-strength hollow square piles.
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