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通信枢纽机房楼五层顶后张有粘结预应力梁施工

Construction of Bonded Post-tensioned Prestressed Beam on the Roof of Fifth Floor of Communication Hub Building
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摘要 介绍了中国联通厦门通信枢纽机房楼五层顶后张有粘结预应力梁的施工,论述了支模、钢筋绑扎、混凝土浇筑、预应力施工等施工工艺。 It introduces the construction of bonded post-tensioned prestressed beam on the roof of fifth floor of communication hub building of the China United Xiamen Branch,and discusses its construction technology,such as formwork, steel bar binding, concrete pouring, pre-stressed construction,etc.
作者 邱延清
出处 《邮电设计技术》 2009年第9期65-67,共3页 Designing Techniques of Posts and Telecommunications
关键词 有粘接预应力 模板工程 钢筋工程 混凝土浇筑 预应力施工 孔道灌浆 Bonded prestress Formwork engineering Steel bar engineering Concrete pouring Pre-stressed construction Duct grouting
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