深圳市城市轨道交通4 号线工程 主体工程4302 标段二工区 (沉井)结构计算书 计算: 校核: 审定: 中铁二局工程有限公司 深圳市轨道交通4 号线4302 标二工区项目部 2016 年 10 月 1 目 录 1 目 录 ................................................................................................................................ 2 1 .1 顶管概况 ............................................................................................................................. 3 1 .2 顶管工作井、接收井尺寸 ................................................................................................. 3 1 .3 1200mm 管顶力计算 ............................................................................................................ 3 1 .3 .1 推力计算 ..................................................................................................................... 3 1 .3 .2 壁板后土抗力计算: ................................................................................................. 4 1 .3 .3 后背土体的稳定计算: ............................................................................................. 4 1 .4 工作井(沉井)下沉及结构计算 ..................................................................................... 4 1 .4 .1 基础资料: ................................................................................................................. 4 1 .4 .2 下沉计算: ................................................................................................................. 5 1 .4 .3 下沉稳定计算: ......................................................................................................... 5 1 .4 .4 刃脚计算: ................................................................................................................. 5 1 .4 .5 沉井竖向计算: ......................................................................................................... 6 1 .4 .6...