高强预应力混凝土管桩采用静压法施工,静压法施工常面临几个问题,一是砂层过厚无法通过静压法顺利通过,通用做法采用柴油锤辅助穿过砂层,但又因锤击送深有一定限制,施工难度大,根据具体情况采用局部引孔能顺利解决以上问题,使管桩顺利通过砂层;二是静压桩多安排于冬季寒冷季节施工,主要考虑地基土受冻后能满足静压桩机对地面承载力的要求,但有时会因送桩过深,造成送桩器粘结泥土,出地面后即冻结,造成清理困难,减慢施工速度,通过实践采用制作简易刮泥板措施可顺利解决以上问题;三是为减少送深采取局部挖土,此方案选择需考虑桩机工作空间及防止地基冻胀等问题; High-strength prestressed concrete pipe pile using static pressure construction, static pressure construction often faces several problems, one is too thick sand can not be successfully passed by static pressure method, the common practice of using diesel hammer assisted through the sand, but due to Hammer to send a certain depth of the deep, difficult to construct, according to the specific situation using local holes can successfully solve the above problems, so that the pipe through the sand smoothly; Second, more static pile arrangement in the winter cold season construction, the main consideration of the foundation soil Frozen to meet the requirements of static pile driver on the ground bearing capacity, but sometimes because of the pile is too deep, causing the pile driver to bond the soil, the ground after the freeze, resulting in cleaning difficulties, slow down the construction speed through practice The use of simple scraper measures can be successfully solved the above problems; the third is to reduce the depth to take local excavation, the program options need to consider the pile driver’s work space and prevent frost heave and other issues;