下载后可任意编辑目 录1、工程概况···················································022、主要工程实物量·············································023、施工机械、工程材料、劳动力组织及计划·······················024、进度计划及保证措施·········································055、主要施工方法及技术措施·····································06第 1 页 共 24 页下载后可任意编辑6、季节施工措施···············································177、质量保证体系及措施·········································178、安全保证体系及措施·········································209、文明及环保施工措施·········································22第 2 页 共 24 页下载后可任意编辑1、工程概况1.1、简介生料均化库为单个钢筋混凝土圆形筒仓,筒体▽16.197 以下内径 17.8m,▽16.197以上内径 18.0m。▽16.197 以下采纳常规方法施工,▽16.197 以上筒体采纳单个滑模施工工艺,库底板按大体积砼组织施工。筒仓壁厚:+12.900 以下 0.45m,+12.900 以下筒体 0.35m。库壁高:筒体高 54m。库底板底标高-3.5m,库顶板为现浇梁板结构。1.2、施工条件现场施工场地平整,施工用水、用电均已到位,进场道路畅通。1.3、工程特点本工程为扩建项目,施工时须确保已建建构筑物、设备的安全的正常使用。筒体滑模施工时,必须制定严格的技术方案或作业指导书,搞好各工序间的协调配合,确保其施工质量和进度。2、主要工程实物量主要工程实物量一览表序 号分项工程名称单位数量1砼m310182钢筋、铁件t3953金属结构工程t554屋面防水m2286注:此工程量,仅供参考!3、施工机械、工程材料、劳动力组织及计划3.1、主要施工机械配备为满足本工程施工需要,拟投入以下施工机械及仪器:3.1.1 为满足土方开挖要求,投入 1m3反铲挖掘机,4 台 5T 自卸式汽车。3.1.2 为满足砼浇筑及输送需要,投入 1 套 JZC750 半自动砼搅...