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大跨度后张曲线预应力现浇框架梁的施工工艺
引用本文:吴锦霞,姜丽.大跨度后张曲线预应力现浇框架梁的施工工艺[J].安阳工学院学报,2005(6):33-35.
作者姓名:吴锦霞  姜丽
作者单位:安阳建工(集团)有限责任公司,河南,安阳,455000;安阳建工(集团)有限责任公司,河南,安阳,455000
摘    要:安阳某多层厂房的框架梁采用了后张曲线预应力混凝土结构,本文介绍了波纹管曲线放样、钢绞线编束、波纹管就位固定、钢绞线束张拉等工序的施工工艺,同时对曲线预应力选材进行了对比分析.

关 键 词:框架粱  后张曲线预应力钢绞线束  波纹管对称张拉
文章编号:1673-2928(2005)06-0033-03
收稿时间:2005-10-22
修稿时间:2005年10月22日

Construction Technology of Cast-in-place Roof Beams of Frame with Large Span and the Behind Tension Curve Pre-stressed Force
WU Jin-xia,JIANG Li.Construction Technology of Cast-in-place Roof Beams of Frame with Large Span and the Behind Tension Curve Pre-stressed Force[J].Journal of Anyang Institute of Technology,2005(6):33-35.
Authors:WU Jin-xia  JIANG Li
Abstract:The roof beams of frame of some multi-layer workshops in Anyang City are concrete structure of the behind tension curve pre-stressed force. It involves construction technology of working procedure: the curve lofting of corrugated pipes, the steel stranded wire arranged ties, fixing of the corrugated pipes, tension of the steel wires the and so on, at the same time, selected materials with the curve pre-stressed force should be paid attention to.
Keywords:roof beam of frame  steel twisted group of lines of the behind tension curve pre - stressed force  symmetrical tension of corrugated pipes
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