节点文献
转换层大截面梁模板支撑方案优化设计
An Optimized Design on Form-bracing System for Large Section Beam of Transition Floor
【摘要】 将叠合梁浇筑法支模与荷载传递法支模相结合,完成了某高层建筑转换层截面尺寸1 200mm×4 870mm、跨度12.6m的大梁模板支撑设计,并顺利施工,既保证了施工质量,又减少了支撑数量。
【Abstract】 The construction of transition beam with a section (1?200mm)×(4?870mm) and 12.6m span, was successfully completed by means of load-transfer forming method and composite beam forming method, which not only ensured high quality but also reduced supports.
- 【文献出处】 施工技术 ,Construction Technology , 编辑部邮箱 ,2005年10期
- 【分类号】TU755.22
- 【被引频次】12
- 【下载频次】158