1 / 68 目 录 1.编制总说明 1.1 编制依据············································ 3 1.2 工程概况············································ 5 1.2.1总体说明·········································· 5 1.2.2基础工程概况····································· 6 1.2.3主体工程概况······································ 6 1.2.4施工进度要求······································ 6 1.2.5施工条件·········································· 6 2.施工部署 2
1. 计算题 某分部工程划分为 A、B、C三个施工过程,分四段组织施工,其流水节拍见表所示,且施工过程 A完成后需有 1天的技术间歇时间。 要求:(1)试组织其流水施工,绘出流水进度计划。 (2)绘制出双代号网络图,计算时间参数和工期。 分部工程的流水节拍 施 工 段 施工过程 1 2 3 4 A 4 4 3 2 B 3 5 5 4 C 2 4 6 3 解: (1)流水进度计划 A 与 B的流水步距计算 4 8 11 13 —) 3 8 13 17 4 5 3 0 -17 步距为 5 B 与 C的流水步距计算 3 8 13 17 —) 2 6 12 15 3 6 7 5 -15 步距为 7 流水进度计划: 序 号 施 工 过 程 进度计划 1 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7