中国电力 ›› 2013, Vol. 46 ›› Issue (10): 53-59.DOI: 10.11930/j.issn.1004-9649.2013.10.53.6

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杆塔掏挖基础抗拔研究进展及其设计规范的修订

鲁先龙1, 程永锋1, 包永忠2, 杨文智1   

  1. 1. 中国电力科学研究院,北京 100192; 2. 中国电力工程顾问集团 中南电力设计院,湖北 武汉 430071
  • 收稿日期:2013-06-10 出版日期:2013-10-23 发布日期:2015-12-10
  • 作者简介:鲁先龙(1972—),男,安徽庐江人,高级工程师,从事电力工程地基基础研究工作。
  • 基金资助:
    国家电网公司2012年科技项目(复杂地质环境下输变电工程关键技术研究,GCB17201200123)

Developments on Uplift Load-Displacement Behaviour and Design Code Revision for Digged Foundations of Transmission Towers

LU Xian-long1, CHENG Yong-feng1, BAO Yong-zhong2, YANG Wen-zhi1   

  1. 1. China Electric Power Research Institute, Beijing 100192, China; 2. Central Southern China Electric Power Design Institute of China Power Engineering Consulting Group Corporation, Wuhan 430071, China
  • Received:2013-06-10 Online:2013-10-23 Published:2015-12-10

摘要: 根据中国近年来掏挖基础抗拔试验和理论研究成果,分析掏挖基础抗拔荷载-位移曲线的特征,采用3种典型方法确定试验基础抗拔极限承载力和位移,并基于统计结果给出掏挖基础抗拔归一化荷载-位移曲线,提出掏挖基础抗拔极限承载力和位移的确定方法。根据建立的掏挖基础抗拔极限承载力计算理论,将理论计算结果和试验值进行对比,验证理论计算方法和参数取值的正确性。最后,介绍掏挖基础抗拔承载力设计规范修订情况,并分析了修订后杆塔掏挖基础抗拔设计的安全系数及其对应的可靠度指标。

关键词: 掏挖基础, 抗拔, 荷载-位移曲线, 可靠度指标

Abstract: Based on the results of in-situ tests and theoretical researches of digged foundation in recent years, the characteristics of uplift load-displacement curves was analysed. The normalized uplift load-displacement curve and method to determine the bearing capacity of the foundation were suggested using three typical capacity evaluation criteria. The theoretical equations and parameters were derived. And then, the theoretical results were verified by the measured ultimate bearing capacity from in-situ tests. All these results were applied to the revision in the design code for digged foundations of transmission towers. The safety coefficient and the corresponding reliability index of bearing capacities of ultimate uplift bearing capacity was obtained according to the method in the revised design.

Key words: digged foundations, uplift, load-displacement curve, reliability index

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