首页 | 本学科首页   官方微博 | 高级检索  
     

先张拉预应力高强混凝土管桩结构设计应注意的问题
引用本文:陈汉清.先张拉预应力高强混凝土管桩结构设计应注意的问题[J].福建建筑,2009(4):39-41.
作者姓名:陈汉清
作者单位:莆田市建设工程质量监督站,351100
摘    要:先张拉预应力高强混凝土管桩以其工厂化生产、成品质量稳定、施工工艺简单、监管容易等优点受广泛采用。但是随着工程实践的不断进行,目前这种先张预应力管桩的缺点也充分地暴露出来,如:结构设计时单桩竖向极限承载力的取值偏高,水平承载力考虑不足;接头构造的可靠性不足的问题;接头耐久性不足的问题;锤击施工施打时,桩头的耐击打的性能的问题;抗震设计概念的问题。

关 键 词:预应力混凝土管桩  结构设计  接头构造  防腐蚀  抗震

The attention problem for pretensioned prestressed high-strength concrete pipe pile in structure design
Chen Hanqing.The attention problem for pretensioned prestressed high-strength concrete pipe pile in structure design[J].Fujian Architecture & Construction,2009(4):39-41.
Authors:Chen Hanqing
Affiliation:Constrction engineering quality supervisory station of Putian city 351100
Abstract:It has been widely used because the pretensioned prestressed high-strength concrete pipe pile possessed many merits.Such as batch production,stabilized quality,simple construction technics and easy supervision.However,the disvantage of this kind pipe pile was fully exposed at present with the development of engineering practice.For example,vertical ultimate bearing capacity of a single pile was adopted on the high side in structure design,horizontail bearing capacity was not fully taken into account,the rel...
Keywords:prestressed concrete pipe pile structure design joint construction anti-corrosive seismic  
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号