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1、可编辑 word,供参考版！临港生活广场地基与基础分部质量验收自评报告福建华建工程建设有限公司2017 年 8 月 2 日可编辑 word,供参考版！临港生活广场地基与基础分部质量验收自评报告一、工程概况：工程名称：临港生活广场建设单位：厦门海沧城建开发有限公司设计单位：厦门市仁德振华建筑设计事务所福建建龙工程咨询有限公司勘察单位：泉州泉成勘察有限公司监理单位：厦门海投建设监理咨询有限公司施工单位：福建华建工程建设有限公司开工日期：2016 年 4 月 5 日完工日期：2017 年 7 月 28日质监申报编号：HCI2016034 施工许可证编号：350205201604260101 本 工
2、程 为 临 港 生 活 广 场，场 地 位 于 厦 门 市 海 沧 区 囷 瑶 村，西 侧、东侧 均 为 临 港 新城 小 区。北 侧 为 已建 钢 结 构 展 厅，东 侧 为 已 建 海 新西 路。临 港 生 活 广 场为 一 栋 5 层 框 架 结 构 建 筑 物，基础形式为柱下独立基础+抗浮锚杆，设 二 层 地 下 室。总 建 筑 面 积18114.556m2，地 上 建 筑 面 积10200.846m2，地 下 建 筑 面积 7913.710m2。建筑耐火等级地上二级，建筑结构安全等级为 二级，抗震设防烈度为七度，抗震等级为三级，本工程建筑基础设计等级为一级。混凝土强度等级：基础垫层为
3、 C15,外墙防水保护层为C20,膨胀加强带为 C35，其余均为 C30。底板和外墙防水等级均为一级，底板和地下室负二层外墙设计抗渗等级均为 P8,地下负一层外墙设计抗渗等级为P6，地下室顶板的室外部分、防空地下室顶文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G
4、3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8
5、文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H
6、7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D
7、4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5
8、Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M
9、4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8可编辑 word,供参考版！板、水池侧墙采用防水
10、密实性混凝土，其抗渗等级均为P6。二、按照施工合同完成承包内容情况:我司已按设计文件要求及施工合同约定条款完成临港生活广场地基与基础分部工程的各项内容。三、项目管理班子组成及主要管理人员变更情况:本项目管理班子组成人员与开工报备人员相符，人员变更：原安全员王辉变更为华钦洪，原材料员林勤变更为刘河龙。职 务姓 名证书名称证书号专业项目负责人周珂注册建造师闽 235111242947 建筑工程技术负责人孙丽荣职称证书闽 G109-03676建筑工程施工施工员华晓萍岗位证书JA176062土建施工员张露萍岗位证书JA602948装饰施工员雷小青岗位证书JB139463 安装质量员黎珠容岗位证书JC8
11、04066市政安全员邬海蔚安全考核证闽建安C(2015)1006534/安全员华钦洪安全考核证闽建安C(2014)5009059/机械员王模岗位证书JC207075/试验员（取样员）游龙岗位证书201401455建筑工程材料员刘河龙岗位证书JC6007310/造价员杜鸿州岗位证书闽 07K01089 建筑工程四、执行工程技术标准情况:我司在施工过程中严格执行以下技术标准：建筑工程施工质量验收统一标准 GB50300-2013 文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编
12、码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L1
13、0 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3
14、 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文
15、档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7
16、L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4
17、G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q
18、8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8可编辑 word,供参考版！混凝土结构工程施工质量验收规范 GB50204-2015 建设工程监理规范 GB50319-2013 工程测量规范 GB50026-2007 地下工程防水技术规范 GB50108-2008 地下防水工程质量验收规范 GB50208-2011 混凝土结构工程施工规范 GB506666 2011 建筑地基基础设计规范 GB50007-2011 建筑地基基础工程施工质量验收规范 GB50202-2002 建筑
19、基桩检测技术规范 JGJ106-2014 混凝土质量控制标准 GB50164-2011 混凝土强度检验评定标准 GB/T50107-2010 临港生活广场工程设计图纸及相关规范五、专项验收结论：本工程地基验槽验收分别于2016 年 10 月 17 日、2016 年 11 月 2 日通过验收，并形成验收记录，各相关单位意见明确，同意验收，签章手续完整。本工程抗浮锚杆验收于2016 年 12 月 22 日通过验收，并形成验收记录，各相关单位意见明确，同意验收，签章手续完整。本工程基坑支护子分部验收于2016年 12 月 22 日通过验收，并形成验收记录，各相关单位意见明确，同意验收，签章手续完整。
20、本工程地下室负二层外墙混凝土子分部质量验收于2017 年 2 月 17 日,并形成验收记录，各相关单位同意验收，签章手续完整。本工程地下室负一层外墙混凝土子分部质量验收于2017 年 4 月 26 日分两次进行验收，并形成验收记录，各相关单位同意验收，签章手续完整。六、施工过程控制情况：文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4
21、V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:
22、CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10
23、HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 Z
24、E4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编
25、码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L1
26、0 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3
27、 ZE4V6U3I5Q8可编辑 word,供参考版！1、临港生活广场地基与基础结构工程从2016 年 4 月 5 日开始施工至 2017年 7 月28 日完成。在施工过程中针对地下室混凝土结构施工的三大关健工序：钢筋、模板、混凝土进行了严格认真的控制。在模板工程施工过程中在梁底采用方钢解决梁底严重波浪问题的同时根据相关规定要求，将板底主楞改为双方钢避免因使用单方钢而引起的偏心受力问题。结合省厅的模板安装“推荐图集”及市、区质检站的相关要求：梁底采用双立杆、实行梁板分离从而更加强了模板支撑体系的强度、刚度和稳定性，进一步提高了模板的安装质量。同时在施工前对各班组人员及施工员进行认真交底，对模板工
28、程、钢筋工程先进行样板施工，样板工序经有关各方认可后再进行正式施工；对混凝土浇捣质量提前进行预控，在对班组的交底会上通过播放幻灯片的方式，播放一些其他工程混凝土施工的一些工程实例，通过好、坏的对比体现出混凝土浇捣过程振捣对混凝土质量的形成起着至关重要的作用，在一定程度上提高了混凝土施工人员的工作责任心。在模板拆除的第一时间就安排进行混凝土外观检查，针对检查发现的问题召集项目部施工人员及混凝土施工人员共同进行分析、总结。通过班前的交底、现场示范、现场讲评、分析总结，混凝土施工班组的操作水平不断提高，从而保证了混凝土结构的施工质量。2、在施工过程中严格执行三检制度，针对监理在检查验收过程中提出的问
29、题认真进行整改，整改完成后并报监理进行复查，坚决执行上道工序经监理验收合格后才进入下道工序施工。七、见证取样、送检执行情况:本工程涉及结构安全的试块、试件和材料见证取样和送检的比例均不低于有关技术标准中规定应取样数量的50%,其见证取样、送检批次如下表:名称见 证取 样 组 数见 证 送 检组 数见 证 送 检 频 率文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10
30、 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3
31、ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档
32、编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L
33、10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G
34、3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8
35、文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8文档编码:CX6T2M4H7L10 HO8Q3P1D4G3 ZE4V6U3I5Q8