(完整word版)单侧支撑模板详解
目录 TOC \o "1-3" \h \z \u HYPERLINK \l "_Toc438739890" 第一节、 编制依据 PAGEREF _Toc438739890 \h 1 HYPERLI
嘉定工业区胜辛北路以西、汇源路以北普通品房项目(二期)地库剪力墙单侧支模施工方案 目录 ...................................................................................................................................... 1 第一节、编制依据 ...................................................................................................................................... 1 第二节、工程概况 ...................................................................................................................................... 1 一、总体概况 .................................................................................................................. 1 二、地下室外墙设计概况 .............................................................................................................................. 1 三、施工难点分析 .............................................................................................................................. 2 第三节、支模体系方案 ...................................................................................................................... 2 一、支模体系方案选择 .............................................................................................................................. 2 二、单侧支模体系 .......................................................................................................................... 7 三、施工流程及要点 ...................................................................................................................... 7 四、模板拆除施工方法 .............................................................................................................................. 7 第四节、质量保证措施 .............................................................................................................................. 8 第五节、安全注意事项 .......................................................................................................... 8 第六节、单侧支模体系受力计算书 .................................................................................................................................. 8 一、计算依据: ...................................................................................................................................... 8 二、工程属性 500mm ......................................................................................... 9 三、厚墙模板(单面支撑)计算 1

