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地铁车站结构渗漏水修补方案.pdf

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1、1 2020 年 4 月 19 日地铁车站结构渗漏水修补方案第 1 页，共 7 页文档仅供参考0 2020 年 4 月 19 日目录1 编制依据.02 工程概况.02.1 工程简介 .02.2 设计概况 .02.2 地质条件 .13 施工工艺技术 .33.1 渗漏点形式及原因分析.33.2 总体修补方案.53.3 针对性修补方案.53.3.1 施工缝渗漏水修补方案.5（1）施工缝渗漏水分析.5（2）施工缝渗漏水预控措施.6（3）施工缝渗漏水修补措施.73.3.2 混凝土不密实处渗漏水修补方案.9（1）混凝土不密实渗漏水分析.9（2）混凝土不密实渗漏水预控措施.10（3）混凝土不密实渗漏水修补

2、措施.103.3.3 结构裂缝渗漏水修补方案.11（1）结构裂缝渗漏水分析.11（2）结构裂缝渗漏水预控措施.11（3）结构裂缝渗漏水修补措施.12第 2 页，共 7 页文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2

3、K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C

4、4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N

5、5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6

6、Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G

7、4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z

8、3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档仅供参考1 2020 年 4 月 19 日3.3.4 孔洞漏水修补方案.15（1）孔洞漏水

9、分析.15（2）孔洞漏水预控措施.15（3）孔洞漏水修补措施.164 资源配置计划 .174.1 劳动力配置计划.174.2 材料配置计划.175 施工安全保证措施.185.1 组织保证 .185.2 技术保证 .186 其它技术保证措施.206.1 质量保证措施.206.2 文明施工措施.20第 3 页，共 7 页文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 H

10、D5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO

11、10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编

12、码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8

13、 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6

14、ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文

15、档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6

16、Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档仅供参考0 2020 年 4 月 19 日第 4 页，共 7 页文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z

17、3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:C

18、M6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD

19、5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO1

20、0Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码

21、:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8

22、HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档仅供参考0 2020 年 4 月 19 日1 编制依据（1）地下防水工程质量验收规范(GB50208-)（2）混凝土结构工程施工质量验收规

23、范（GB50204-）（3）地下工程渗漏治理技术规程(JGJ T212-)（4）本工程结构设计图纸（5）本工程结构防水设计图纸2 工程概况2.1 工程简介2.2 设计概况主体结构设计尺寸如下表：表 2.2-1 主体结构设计尺寸表序号部位尺寸/mm 范围备注1 板顶板800 全部2 中板400 全部3 底板1000 端头井4 900 标准段5 侧墙负二层800 端头井6 600 标准段7 负一层700 端头井8 500 标准段第 5 页，共 7 页文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z

24、3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:C

25、M6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD

26、5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO1

27、0Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码

28、:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8

29、HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 Z

30、O10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档仅供参考1 2020 年 4 月 19 日9 中柱KZ1 8001200 端头井10 KZ2 7001100 标准段11 层高负二层7760 端头井12 6160 标准段13 负一层4850 全部主体结构防水等级为一级，采用全包防水方式，底板、侧墙防水层采用1.5mm 厚高分子预铺防水卷材，顶板防水层采用2.5mm 厚单组份聚氨酯防水涂料，外围施工缝处采用300mm 宽3mm 厚止水钢板+预埋注浆管的防水方

31、式，中板施工缝采用遇水膨胀止水条的防水方式。2.2 地质条件（1）地质情况根据探勘孔揭露的地层结构、岩性特征、埋藏条件及物理学性质，结合周边构筑物详勘地质资料，车站深度范围内主要土层为:1、4、5、6 等 4 个大层，细化为多个亚层。自上而下分述如下 1 1 杂填土：灰杂色，湿，松散，含较多块石、砖块及砼块等建筑垃圾，块径分布不等，最大超过50cm，多见块石或混凝土桩头。物理性质不均，土质成份差异大。1 2 素填土：路基段为碎块石混黏性土为主，下部为粘性土夹粉土为主。1 3 淤填土或塘泥：褐灰、灰黑色，湿，极松软状，含较多腐植质及植物根系，局部夹少量碎石、块石，充填成份为黏性土。塘淤泥：深灰，

32、饱和，主要成份为淤泥夹杂多量腐植质及螺壳、第 6 页，共 7 页文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4

33、C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3

34、N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM

35、6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5

36、G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10

37、Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:

38、CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档仅供参考2 2020 年 4 月 19 日朽木等。2 1 黏质粉土：灰黄、灰色，饱和，稍密，含少量氧化铁、云母碎屑，局部夹黏性土，摇震反应中等，切面较粗糙、无光泽，干强度、韧性低。2 2 粉质黏土

39、：浅黄灰灰黄色，软可塑，含氧化铁质及有机质，俗称“硬壳层”。无摇振反应，切面较光滑，干强度高，韧性中等。4 1 淤泥质黏土：灰色，流塑，厚层状，含多量有机质斑点，局部为淤泥，高灵敏度。无摇振反应，切面较光滑，干强度中等，韧性中等。4 2 淤泥质粉质黏土：灰色，流塑，厚层或鳞片状，见有腐殖质和炭化物。夹较多薄层粉土，粉土厚度0.51.0cm，无摇振反应，切面略光滑，干强度中等，韧性中等。5 1 粉质黏土：灰黄、褐黄色，局部青灰色，硬可塑状，含少量云母碎屑，局部夹少量粉土薄层。无摇振反应，切面较光滑，有光泽，干强度高，韧性中等。层面高程为-0.120.97m，层厚为1.602.30m。5 2 粉质

40、黏土夹粉土：灰黄色，软可塑可塑，薄层状，层间夹粉土薄层，单层厚度0.25mm，局部粉土含量稍高，呈砂质粉土状。无摇振反应，切面较粗糙，无光泽，干强度低，韧性低。5 3 砂质粉土：黄灰色，稍密，湿，略具层理，见氧化斑点，刀切见黏性土条纹，局部为黏质粉土，无光泽，摇振反应迅速，第 7 页，共 7 页文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6

41、ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文

42、档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6

43、Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E

44、6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C

45、3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8

46、M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3文档编码:CM6Y2K8M6Z8 HD5G4C4Y8E6 ZO10Z3N5L6C3

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关键词：: 地铁车站结构渗漏水修补方案

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