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ID:5216246
大小:186.50 KB
页数:29页
时间:2017-12-06
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1、五菱路(解放路-井冈山路)新建工程深基坑土方开挖专项方案编制:审核:审定:编制单位:华北建筑有限公司二0一五年十二月二日第29页共29页目录1.工程总体概述····················································31.1工程概述······················································31.2工程概况····················································
2、··31.3方案编制依据···················································32.桥位处地质状况及工程特点·········································42.1桥位处地质概况················································42.2工程特点·······················································53.基坑开挖方案的拟
3、定···············································63.1基坑开挖方案的拟定············································63.2基坑开挖预备方案···············································64.施工部署··························································64.1基坑开挖放坡依据···········
4、···································64.2基坑开挖断面图················································74.3基坑开挖顺第29页共29页序··················································94.4施工方法及施工要点············································94.5机械设备配置·······················
5、··························104.6技术准备·····················································114.7基坑放样·····················································114.8基坑开挖·····················································114.9基坑开挖弃土处理···························
6、···················125.基坑开挖组织施工·················································126.工程质量保证措施·················································126.1质量目标······················································126.2质量保证措施·····································
7、·············136.3质量检验评定标准及检验方法····································137.安全生产保证措施·················································147.1安全生产目标··················································147.2安全生产保证体系··············································14第2
8、9页共29页7.3安全管理措施··················································147.4安全操作措施··················································167.5安全事故应急预案··············································188.文明施工环境保护保证措施···································
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