多扩头掏挖式基础应用研究
he application research on more expansion head excavation pile foundation
掏挖基础是输电杆塔基础常用的基础形式,双扩头掏挖式基础的上拔承载力和下压承载力均比普通单扩头掏挖式基础有不同程度的提高。对多扩头掏挖基础基础的进行有限元模拟,分别计算了普通桩、双扩头桩、多扩头桩的上拔及下压承载力。通过对计算结果的对比分析,选择出了工程中最优的扩头数量、大小以及位置,即双扩头、等扩头且上扩头位于基础的中上部,埋深不小于1/3H。在工程地质条件、基础总埋深、底板直径、立柱直径等条件一定时,新型的基础形式-双扩头掏挖式基础是特别值得推广的基础形式。
Foundation excavation is a commonly used form the basis of transmission tower foundation,The double expansion head excavation based on bearing capacity and pull down the bearing capacity are better than ordinary single expansion head excavation type foundation have varying degrees of increase。For more expanding head based finite element simulation of excavation base, calculate the ordinary pile, double expansion head, pull and press on the bearing capacity of pile head.Through comparative analysis of calculation results, select the optimal expansion head out of the engineering quantity, size and location,namely double expansion head, such as expanding on the head and head located in the base of the upper, and embedded depth of not less than 1/3 h.On the basis of the engineering geological conditions, total depth, bottom diameter, column diameter, certain forms the basis of the new - double expansion head excavation type is based on the special form the basis of worthy of popularizing.
李永平、闫市明
水利工程基础科学水工结构
掏挖式基础有限元分析输电线路扩头
Excavation foundationThe finite element analysisTransmission lineEnlarge head
李永平,闫市明.多扩头掏挖式基础应用研究[EB/OL].(2016-04-11)[2025-08-11].http://www.paper.edu.cn/releasepaper/content/201604-112.点此复制
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