洗车池施工方案.pdf

洗车池施工方案.pdf

ID:59577697

大小:1.87 MB

页数:13页

时间:2020-11-13

洗车池施工方案.pdf_第1页
洗车池施工方案.pdf_第2页
洗车池施工方案.pdf_第3页
洗车池施工方案.pdf_第4页
洗车池施工方案.pdf_第5页
资源描述:

《洗车池施工方案.pdf》由会员上传分享,免费在线阅读,更多相关内容在应用文档-天天文库

1、编号:GZWL.BGY-XZ001碧桂园星作土石方项目1号临时洗车池施工方案编制人:审核人:审批人:时间:年月日目录第一章工程概况·····························································1第二章1号临时洗车池准备工作及施工································1第一节土石方开挖施工···············································11.地质情况··············

2、···························································12.拟投入设备及人员配备························································13.土石方开挖主要施工方法及技术措施······································24.安全文明施工措施···························································

3、··3第二节1号临时洗车池位置··········································31.土方开挖具体位置······························································32.土方开挖平面图·································································43.洗车池平面位置········································

4、·······················6第三节洗车池施工·····················································71.临时洗车系统···································································72.施工顺序········································································73.施工方法········

5、································································74.沉淀池、集水池·······························································95.洗车池············································································96.洗轮机安装····························

6、·········································97.洗车池进出口道路施工·····················································11第四节洗车池管理····················································111.洗车程序·······································································122.洗车池

7、保养与维护··························································120/13第一章工程概况1.碧桂园·星作项目位于贵州省贵阳市遵义路与解放路交汇处东北侧,场地标高介于1060.0至1061.7之间。地下室底板垫层地面标高为1054.35(地下室底板标高为1054.7),高于1054.35标高的土体应于清除,土石方开挖深度约6~7米。2.本项目土石方工程施工面积约3.1万平方米,土石方工程开挖量约20万立方米,现场回填方量约0.8万立方米,弃土(

8、石)方量约为19.2万立方米,现场无可用种植土,种植土工程另行发包处理。第二章1号临时洗车池准备工作及施工第一节土石方开挖施工1.地质情况本工程基坑开挖范围内土层分布第①层人工回填土、第②为粉质粘土,第③层为中风化白云岩。场地地势较平坦,地基水平方向分布较稳定,无影响场地整体稳定性的不良地质作用,场地土为中性土属三类场地土。2.拟投入设备及人员配备土石方开挖及洗车池需设备及人员配备见下表:设备及人员配备表序号机械、人员劳动力数

当前文档最多预览五页,下载文档查看全文

此文档下载收益归作者所有

当前文档最多预览五页,下载文档查看全文
温馨提示:
1. 部分包含数学公式或PPT动画的文件,查看预览时可能会显示错乱或异常,文件下载后无此问题,请放心下载。
2. 本文档由用户上传,版权归属用户,天天文库负责整理代发布。如果您对本文档版权有争议请及时联系客服。
3. 下载前请仔细阅读文档内容,确认文档内容符合您的需求后进行下载,若出现内容与标题不符可向本站投诉处理。
4. 下载文档时可能由于网络波动等原因无法下载或下载错误,付费完成后未能成功下载的用户请联系客服处理。