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大体积混凝土技术方案(整理).pdf

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1、榆林市文昌和顺嘉府9#、10#、11#、12#、13#、14#、15#、16#楼工程大体积砼施工方案编制：审核：审批：榆林市文昌建工集团建筑工程有限公司二 O一三年二月目录第一章编制依据 1第二章工程简况 2 2.1 工程简况2 2.2 工程施工条件3 第三章施工安排 4 3.1 工程施工目标43.2 工程施工顺序4 3.3 施工流水段划分及施工流程4 3.4 工程重点难点分析及对策6 第四章施工准备与资源配置计划6 4.1 施工准备6 4.2 资源配置计划8 第五章施工方法及工艺要求错误！未定义书签。05.1 混凝土原材料要求错误！未定义书签。0 5.2 混凝土配合比设计要求错误！未定义书签

2、。1 5.3 混凝土质量管理及供货错误！未定义书签。2 5.4 混凝土浇筑错误！未定义书签。3 5.5 注意事项17 5.6 混凝土养护19 5.7 后浇带及膨胀加强带21 文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7

3、K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L

4、7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5

5、L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q

6、5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4

7、Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C

8、4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3

9、C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K85.8 后浇带补偿收缩砼施工应注意以下事项21 5.9 试块留置21 5.10 温度控制指标及测温频率22 第六章应急措施 23 6.1 应急小组23 6.2 应急措施23 第七章主要施工管理措施 26 7.1 质量管理措施267.2 质量通病防治措施287.3 防雨措施30 7.4 夜间施工措施30 7.5 混凝土连续浇筑保障措施307.6 主要安全技术措施317.7 成品保护措施31 第八章应急措施 32 8.1 安全措施32 8.2 文明环保措施33文档编码:CV1C2O7C7M6 HD

10、10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 H

11、D10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6

12、HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6

13、 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M

14、6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7

15、M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C

16、7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8第一章编制依据1.1 工程施工图纸及相关文件1.1.1 榆林文昌和顺嘉府建筑、结构、水暖电安装施工图纸1.1.

17、2 榆林文昌和顺嘉府结构施工图纸1.2 主要规范、规程及标准1.2.1 工程施工应用地主要国家规范、规程、标准及条文序号规程、规范名称编号1 混凝土结构设计规范GB50010-2010 2 砼强度检验评定标准GB50107-2010 3 地下工程防水技术规范GB50108 2008 4 砼外加剂应用技术规范GB50119-2003 5 人民防空工程施工验收规范GB50l34-2005 6 混凝土质量控制标准GB50164-2011 7 地基与基础工程施工质量验收规范GB50202-2002 8 混凝土结构工程施工质量验收规范GB50204-2002（2011版）9 地下防水工程质量验收规范GB

18、50208 2011 10 建筑工程施工质量验收统一标准GB50300-2001 11 大体积混凝土施工规范GB50496-2009 12 混凝土结构工程施工规范GB50666-2011 13 硅酸盐水泥、普通硅酸盐水泥GB175-1999 14 混凝土外加剂GB8076-1997 15 混凝土外加剂应用技术规范GBJ50119-2003 1.2.2 工程施工应用地主要行业标准、规范和规程、序号规程、规范名称编号1 普通砼配合比设计技术规程JGJ55-2011 3 混凝土泵送施工技术规程JGJ/T10-2011 4 高层建筑砼结构技术规程JGJ3-2010 5 建筑机械使用安全技术规程JGJ3

19、3-2001 6 建筑施工高空作业安全技术规程JGJ80-91 7 回弹法检测混凝土抗压强度技术规程JGJ/T23-2011 8 建筑施工安全检查评分标准JGJ59-99 文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K

20、8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7

21、K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L

22、7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5

23、L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q

24、5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4

25、Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C

26、4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K89 施工现场临时用电安全技术规范JGJ46-2005 10 建设工程安全生产管理条例国务院令第 393 号11 混凝土结构耐久性设计与施工指南CCES01-2004 12 普通混凝土用砂质量标准及检验方法JGJ52-2006 13 普通混凝土用碎石和卵石质量标准及检验方法JGJ53-92 14 混凝土配合比设计规程JGJ55-2011 第二章工程简况2.1 工程简况本工程位于榆林市经济开发区建业大道以南,明珠大道以西,榆溪大道以东.由主楼及地下车库组成.9#、10#楼地上 12 层,地下 2 层

27、,地面以上房屋高度为 m；11#、12#楼地上 27 层,地下 4 层,地面以上房屋高度为4m；13#楼地上 33 层,地下 4 层,地面以上房屋高度为m；14#、15#、16#楼地上 5 层,地下 3 层,地面以上房屋高度为m；9#、10#、11#、12#、13#地上使用功能为住宅,14#、15#、16#楼使用功能为配套服务设施,地下使用功能均为设备用房和车库,采用钢筋混凝土框架结构.本工程主楼基础均为平均厚度为0.8m 筏板基础,其余车库部分为独立基础,独立基础用250 厚地防水板连接.,局部电梯井坑及消防集水坑深达2.1-2.9M,属典型大体积砼；除个别部位混凝土标号为C30、C40 外

28、,其余混凝土标号均为 C30,抗渗等级均为 P8.构件名称楼层范围对应地结构标高混凝土强度等级备注基础基础垫层C15 独立基础C35 P8 基础筏板、梁C30 P8 框架柱剪力墙剪力墙C30、C40 P8 框架柱C30、C40 文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7

29、M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C

30、7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7

31、C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O

32、7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2

33、O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C

34、2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1

35、C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8构件名称楼层范围对应地结构标高混凝土强度等级备注梁板梁板C30 P8 楼梯各层C30 迎水面构件P8 2.2 工程施工条件根据现场条件,本工程采用商品砼.商品砼中心搅拌站供应,砼采用运输车运输,现场采用地泵或车泵管道进行砼地输送,满足砼施工地需要.第三章施工安排3.1 工程施工目标3.1.1 施工进度目标：根据合同工期编制地施工进度计划,合理安排工序,按时完成各节点工期目标.3.1.2 施工质量目标：质量一次性验收合格.3.1.3 施工安全

36、目标：责任事故死亡率为零,杜绝火灾及重大事故,轻伤率控制在 1.5 以内,争创安全生产文明施工工地.3.1.4 施工环境目标：噪声排放达标,符合建筑施工场界噪声限值规定；污水排放达标,生产及生活污水经沉淀后排放,达到榆林市地标准规定；控制粉尘排放,施工现场道路硬化,办公区环境绿化,达到现场目测无扬尘；达到 ISO14001环保认证地要求；达到“绿色施工”地要求.3.2 工程施工顺序根据地下室后浇带设置分布,基础底板混凝土施工可分为六个区段.3.3 施工流水段划分及施工流程3.3.1 地下室施工段划分文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:

37、CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码

38、:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编

39、码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档

40、编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文

41、档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8

42、文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K

43、8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8地下室基坑面积较大,根据后浇带地设置以及与上部结构对应地功能划分,我方施工范围内拟分为六个区来组织平行施工.即以后浇带为分区标准,根据后浇带地设置,各施工区分段组织流水

44、施工.3.3.2 工艺流程1 施工工艺流程2 混凝土供应与输送流程混凝土供应与输送流程见图3.3.2-2所示.不合格图 3.3.2-1 混凝土施工工艺流程模板的检查与复核隐蔽验收，并验收通过，签发混凝土浇筑令混凝土输送泵、泵管安装就位，人员及养护材料到场混凝土施工前的技术交底混凝土的试配塌落度测试、混凝土试块试件制作混凝土养护混凝土浇捣结束、拆除管道及清理管道及泵车混凝土施工的人员、材料、设备等资源准备施工准备砼输送与浇筑商混搅拌站搅拌、混凝土输送车供料混凝土输送泵通过泵管将混凝土泵送至浇筑部位混凝土布料混凝土振捣密实砼养护和保护混凝土的表面处理混凝土成品保护混凝土局部缺陷处理搅

45、拌站搅拌商品混凝土工地现场卸料混凝土罐车运输合格现场检验文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7

46、M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C

47、7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7

48、C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O

49、7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2

50、O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C2O7C7M6 HD10Z10I10T8P3 ZX3C4Q5L7K8文档编码:CV1C

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关键词：: 体积混凝土技术方案整理

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