扩建场地锤击贯入式ＰＨＣ管桩施工监测控制

华电技术 ›› 2015, Vol. 37 ›› Issue (12): 50-51.

扩建场地锤击贯入式ＰＨＣ管桩施工监测控制

江苏华电戚墅堰发电有限公司，江苏常州２１３０１１

出版日期:2015-12-25

The construction monitoring control of hammer penetration type prestressed high strength concrete (PHC) pipe piles in expansion areas

Jiangsu Huadian Qishuyan Power Generation Company Limited,Changzhou 213011,China

Published:2015-12-25

摘要/Abstract

摘要：

摘要：结合工程实例，介绍了扩建场地内预应力高强混凝土（ＰＨＣ）管桩的施工措施、施工监测方法与成果。通过在施工过程中采用超静孔隙水压力、深层土体位移与桩顶位移等监测手段，控制施工顺序与施工进度，群桩挤土效应得到有效控制，施工质量得到保证，对外围区域的影响得到控制。

关键词: 关键词：扩建场地, 预应力高强混凝土, 管桩, 施工监测, 群桩挤土效应

Abstract:

Abstract:Combining with engineering example,this paper introduced the construction measures,the construction monitoring methods and results of prestressed high strength concrete (PHC) pipe piles in expansion areas.After some monitoring methods,such as excess pore water pressure, deep soils displacement and pile head displacement etc.were adopted in the construction process to control the construction sequence and schedule,the response of earth squeezing from group pile and the impact on external area were controlled effectively,and the construction quality was guaranteed.

Key words: ">Keywords:">expansion areas, prestressed high ">strength concrete, pipe pile, construction monitoring, response of earth squeezing from group pile

许正良，林喜振. 扩建场地锤击贯入式ＰＨＣ管桩施工监测控制[J]. 华电技术, 2015, 37(12): 50-51.

XU Zhengliang，LIN Xizhen. The construction monitoring control of hammer penetration type prestressed high strength concrete (PHC) pipe piles in expansion areas[J]. Huadian Technology, 2015, 37(12): 50-51.