先张法预应力高强混凝土管桩的设计与施工  

Design and Construction of Pretensioned Prestressed High-strength Concrete Pile Foundation

作　　者：陈义侃[1] 黄志雄[1] 

机构地区：[1]福建省建筑设计研究院,福州350001

出　　处：《建筑结构》2005年第4期72-73,共2页Building Structure

摘　　要：根据标准《先张法预应力混凝土管桩》(GB1 3 476—1 999)和现行《混凝土结构设计规范》进行预应力高强混凝土管桩的设计与计算,并编制福建省标准设计图集《先张法预应力高强混凝土管桩》(闽0 2G1 1 9) ,设计计算均满足标准与规范的要求,并提出管桩的生产及施工中应注意的问题。Based on Pretensioned prestressed concrete pile foundation(GB13476—1999) and Code for design of concrete structures(GB50010—2002),prestressed high-strength concrete pile foundations were designed and the calculated,and the collective drawing of Pretensioned prestressed high-strength concrete pile foundation(Min02G119),was made for standardized design in Fujian provime.Problems which should be taken into account in the production and construction of pile foundation are put forward for manufacturers,designers and construction companies.

关 键 词：预应力高强混凝土管桩 设计与施工 《先张法预应力混凝土管桩》 《混凝土结构设计规范》 设计图集 设计计算 标准 福建省 

分 类 号：TU473.1[建筑科学—结构工程] TU473.13[建筑科学—土工工程]