青藏高原冻土地区螺旋锚基础工程应用技术探讨Discussion on Engineering Application of Helical Piles Foundation in Permafrost Region of the Tibetan Plateau
黄晓尧,陈建武,何挺,丁士君
HUANG Xiaoyao,CHEN Jianwu,HE Ting,DING Shijun
摘要(Abstract):
螺旋锚基础作为一种原状土基础,具有施工快捷、机械化程度高、环境影响小等特点,适用于我国青藏高原冻土区。该冻土区输电塔螺旋锚基础适宜采用螺旋锚倾斜布置形式,承台采用钢筋混凝土预制或钢制的结构,这种型式结构简单、受力清晰,可有效发挥螺旋锚承载特性及其承载优势。输电杆基础螺旋锚适宜采用竖直或小角度倾斜的布置形式,同时承台具备水平承载和抵抗倾覆弯矩作用的能力,基础按最不利状态进行设计,采取涂覆防腐蚀涂层、预留腐蚀裕量等防腐设计措施。在青藏高原输电线路工程中具有较好的应用前景。
As an undisturbed soil foundation, helical pile is characterized by quick construction, high mechanization and small impact on the environment, and is suitable for the permafrost regions of the Tibetan Plateau. The transmission tower foundation in the Tibetan Plateau permafrost area is suitable for the sloping arrangement of helical piles and the caps are made of reinforced concrete precast or steel structures, which is simple in structure and clear in stress, and can exert the load-bearing characteristics and advantages of helical foundation. The transmission pole foundations are suitable for the vertical or small angle tilting arrangement, and the bearing platform has the ability of horizontal bearing and resisting overturning moment. The foundation is designed under the most disadvantageous condition, and anti-corrosion measures such as anticorrosion coating and corrosion margin reservation are adopted. The helical pile foundation has a good application prospect in the Tibetan Plateau transmission line project.
关键词(KeyWords):
青藏高原;输电线路;多年冻土;螺旋锚基础;结构型式
Tibetan Plateau;transmission line;permafrost;helical pile;structural type
基金项目(Foundation): 国网浙江省电力有限公司科技项目(5211NB170007)
作者(Author):
黄晓尧,陈建武,何挺,丁士君
HUANG Xiaoyao,CHEN Jianwu,HE Ting,DING Shijun
DOI: 10.19585/j.zjdl.201907010
参考文献(References):
- [1]架空输电线路基础设计技术规程:DL/T 5219-2014[S].北京:中国计划出版社,2014.
- [2]汪滨.螺旋锚技术及其在工程中的应用[M].北京:中国水利水电出版社,2005.
- [3]WILSON G.The bearing capacity of screw piles and screwcrete cylinders[J].Journal of the Ice,1950,34(5):4-73.
- [4]MEYERHOF G G,ADAMS J I.The ultimate uplift capacity of foundations[J].Canadian Geotechnical Journal,1968,5(4):225-244.
- [5]JOHNSTON G H,LADANYI B.Field tests of deep powerinstalled screw anchors in permafrost[J].Canadian Geotechnical Journal,1974,11(3):348-358.
- [6]MITSCH M P,CLEMENCE S P.Uplift behavior of anchor foundations in soil[J].Proceedings of Uplift Behavior of Anchor Foundations in Soil,Detroit,American Society of Civil Engineers,ASCE,1985:26-47.
- [7]RAO S N,PRASAD Y V S N.Estimation of uplift capaci ty of helical anchors in clays[J].Journal of Geotechnical Engineering,1993,119(2):352-357.
- [8]GHALY A,HANNA A,HANNA M.Installation torque of screw anchors in dry sand[J].Soils&Foundations,1991,31(2):77-92.
- [9]MCDONALD J K,GHALY A M,CLEMENCE S P.Pullout Performance of Inclined Helical Screw Anchors in Sand[J].Journal of Geotechnical&Geoenvironmental Engineering,1998,124(7):617-627.
- [10]刘祖德,王钊,程葆田,等.螺旋锚在基坑护壁工程中的应用[J].土工基础,1991,5(1):1-6.
- [11]王钊,程葆田.螺旋锚的试制和在基坑支护中的应用[J].土木工程学报,1993,26(4):47-53.
- [12]周涛,程发祥,曾庆华.螺旋锚杆在沿空煤巷支护应用[J].山东煤炭科技,2003(2):38-39.
- [13]架空输电线路螺旋锚基础施工及质量验收规范:Q/GDW5852011[S].北京:中国电力出版社,2011.
- [14]高以信,李明森.青藏高原土壤区划[J].山地研究,1995(4):203-211.
- [15]岩土工程基本术语标准:GB/T 50279-2014[S].北京:中国计划出版社,2014.
- [16]樊溶河,尚建义,张治安,等.青藏高原多年冻土区的水文地质特征[C]//青藏高原地质文集,1982:63-71.
- [17]王春雷.青藏铁路那曲河地区冻土区粉质粘土工程性质及路基稳定性研究[D].成都:西南交通大学,2004.
- [18]库新勃,吴青柏,蒋观利.青藏高原多年冻土区天然气水合物可能分布范围研究[J].天然气地球科学,2007,18(4):588-592.
- [19]李栋伟,汪仁和.冻土抗剪强度特性及试验研究[J].安徽理工大学学报(自然科学版),2004,24(S1):52-55.