摘要
在不拆钢筋混凝土屋盖的前提下 ,一次拔掉 11根厂房柱 ,将 6m柱距改成连续两跨 32 6m ,满足了特定的工艺要求。
A method for reforming old plant is presented here. Under the condition of keeping the former roof, the column spaces of former structure is enlarged from 6 m to 32 6 m by drawing 11 columns.
出处
《工业建筑》
CSCD
北大核心
2002年第11期75-77,共3页
Industrial Construction
关键词
设计
施工
钢筋混凝土
厂房
大跨度
托梁拔柱
挠度
reinforced concrete plant wide span\ installing joists and drawing columns\ monolithic stability\ deflection