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附属厂房建筑工程厂区围墙施工方案.doc

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文档介绍:附属建筑工程
厂区围墙




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2012年9月12日
目录
工程概况
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2、施工部署及资源配备计划
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3、围墙主体施工
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工程质量控制及保证措施
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安全文明施工措施
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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