文档介绍:附属建筑工程
厂区围墙
施
工
方
案
审批:
审核:
编制:
2012年9月12日
目录
工程概况
·········································3
·········································3
2、施工部署及资源配备计划
·········································3
·····································4
·····································4
3、围墙主体施工
·········································5
·········································5
·········································6
工程质量控制及保证措施
········································7
安全文明施工措施
·········································8
1、工程概况
三标段二期厂区围墙设计为实体围墙,基础必须位于老土之上且地基承载力特征值不小于120Kpa,基础为C20混凝土,地面以下采用M10水泥砂浆砌筑MU10烧结砖,地面以上采用M5水泥砂浆砌筑MU10烧结砖。围墙长度总计长约1100米左右,大多位于山顶之上,地势起伏较大。围墙外修建行人便道,,浇筑 C15素混凝土。
(1)因围墙位于山顶之上,对材料运输造成困难,需要人工转运,运输距离较长,运输距离大约1500米,且多为陡坡。
(2)围墙呈线型布置,不利于施工组织管理和材料控制,容易造成材料浪费。
(3)对天气依赖