后张法预应力混凝土雁形板屋盖结构计算  

Structural Calculation of Post Tensioned Prestressed Concrete V-shape Slab Roof

作　　者：孟繁杰[1] 冯韶辉 魏铂佳 

机构地区：[1]中水北方勘测设计研究有限责任公司 [2]葛洲坝集团国际工程有限责任公司

出　　处：《水利水电工程设计》2018年第1期37-38,55,共2页Design of Water Resources & Hydroelectric Engineering

摘　　要：预应力混凝土雁形板屋盖是在我国现有V形折板屋盖基础上发展形成的一种新型梁板合一的屋盖结构形式。该结构与传统钢筋混凝土梁板式屋盖相比,具有节省材料、造价低廉、吊装方便、防水效果及抗震性能好的优点。采用梁法,对后张法预应力混凝土雁形板屋盖结构计算进行简要介绍。Prestressed concrete V-shape slab roof is a new type of combined beam and plate roof structure developed on the basis of theexisting V-shape folded plate roof. Compared with traditional reinforced concrete beam and slab roof,this structure has theadvantages of saving material,low cost,convenient hoisting,water proof and good seismic performance. This text makes a briefintroduction to the structural calculation of post tensioned prestressed concrete V-shape slab roof.post tensionprestressV-shape slabstructural calculation.

关 键 词：后张法 预应力 雁形板 结构计算 

分 类 号：TV332[水利工程—水工结构工程]