Abstract:Based on the bending performance test analysis of the hollow and grouted PHC pipes, suggestions about correcting the cracking moment calculation method for PHC pipe piles are proposed. Moreover, the calculation formulae for the cracking moment and the ultimate moment of pipe piles filled with the concrete core are derived. Finally, the comparative analysis shows that the theoretical calculation results agree with the measured values. Therefore, the proposed method is reliable, accurate and reasonable. It can be used as the basis of the calculation and design of related engineering and used to guide production and practice.
[1] 邓友生, 孙宝俊, 邬忠强. 预应力混凝土管桩的应用研究及发展前景[J]. 建筑技术, 2003, 34(4): 263-266. (DENG You-sheng, SUN Bao-jun, WU Zhong-qiang. Applied research and development prospects of prestressed concrete piles[J]. Architecture Technology, 2003, 34(4): 263-266. (in Chinese)) [2] JISA5337—1993 先张法离心预应力高强度混凝土管桩[S]. (JISA5337—1993 Pretensioned centrifugal prestressed high concrete pipe pile[S]. (in Japanese)) [3] GB13476—2009 先张法预应力混凝土管桩[S]. (GB13476—2009 Pretensioned spun concrete piles[S]. (in Chinese)) [4] 10G409—2010, 预应力混凝土管桩[S]. (10G409-2010, Prestressed Concrete Pipe Pile[S]. (in Chinese)) [5] 陈如桂. 一种建筑基础用的成孔预制注浆桩的施工方法: 中国, CN-1366114[P]. 2002-08-28. (A construction method of drilling pre-grouting pile used for building foundation: China, CN-1366114[P]. 2002-08-28. (in Chinese)) [6] 唐孟雄, 陈如桂. 一种建筑物或桥梁基础用的随钻跟管桩的施工方法: 中国, ZL200710029023.5[P]. 2010-05-19. (A construction method of drilling with phc pipe cased pile used for building or bridge foundation: China, ZL200710029023.5[P]. 2010-05-19. (in Chinese)) [7] 何清华, 唐孟雄, 等. 一种大直径随钻跟管钻机: 中国, ZL200820158894.7[P]. 2009-08-05. (A large diameter rig of drilling with phc pipe cased pile: China, ZL200820158894.7[P]. 2009-08-05. (in Chinese)) [8] 曾庆响, 梁焕华, 肖芝兰, 等. PHC管桩的开裂弯矩和极限弯矩计算[J]. 工业建筑, 2010, 40(1): 68-72. (ZENG Qing-xiang, LIANG Huan-hua, XIAO Zhi-lan et al.. Calculation methods of cracking moment and ultimate failure moment of prestressed high strength concrete pipe piles[J]. Industrial Construction, 2010, 40(1): 68-72. (in Chinese)) [9] 宋 寅. 预应力混凝土管桩填芯混凝土抗弯试验研究及理论分析[D]. 合肥: 合肥工业大学, 2006. (SONG Yin. Experimental research & theoretical analysis on resistance to bending of core concrete of prestressed concrete pipe pile[D]. Hefei: Hefei University of Technology, 2006. (in Chinese)) [10] 宋 寅, 柳炳康, 李建宏, 等. 填芯与非填芯预应力混凝土管桩抗弯性能的比较[J]. 合肥工业大学学报(自然科学版) 2007, 30(5): 607-610. (SONG Yin, LIU Bing-kang, LI Jian-hong et al.. Comparison of bending moments between prestressed concrete pipe piles with the concrete core and hollow prestressed concrete pipe piles[J]. Journal of Hefei University of technology, 2007, 30(5): 607-610. (in Chinese)) [11] GB50010—2010 混凝土结构设计规范[S]. (GB50010—2010 Code for design of concrete structures[S]. (in Chinese)) [12] JTG D62—2012 公路钢筋混凝土及预应力混凝土桥涵设计规范[S]. (JTG D62—2012 Code for design of highway reinforced concrete and prestressed concrete bridges and culverts[S]. (in Chinese))