后张法无黏结预应力砼梁的设计与施工  

Design and Construction for Empress Piece's Method has no to Glue the Knot Prepares should Dint Concrete Beam

作　　者：柳立新 

机构地区：[1]汕头市建安集团公司,广东汕头510000

出　　处：《工程建设与设计》2005年第10期58-59,共2页Construction & Design for Engineering

摘　　要：介绍了汕头市林百欣国际会展中心工程框架主梁采用后张法无黏结预应力砼梁设计计算和施工方法。Shantou Lin-Baixin international meeting center engineering in main beam of frame exhibition cross sections,a wood 500×1300 mm, across 18m, piece＇s method has no to glue after the adoption knot prepares should dint concrete beam, totally 30root, this text introduces its design calculation with start construction method.

关 键 词：框架主梁 后张法无黏结预应力砼梁 设计计算 施工方法 

分 类 号：TU378.2[建筑科学—结构工程] TU757.14