地基与基础分部结构验收方案设计

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1、标准实用郑州市社会福利院改扩建项目--地下室编制人：审核人：文案大全标准实用批准时间：目录一、工程概况························································㈠、有关单位情况·····················································㈡、工程概况·····················································二、验收依据·······························

2、·························㈠、合同文件及设计文件···············································㈡、国家及地方质量管理规定、规范、规程及标准··························三、验收范围和内容·········································四、地基与基础分部工程验收······································文案大全标准实用㈠、基本程序··················

3、····························㈡、分部（子分部）工程过程验收········································1．施工单位自验·····································2．实体检测·············································3．组织（分部）子分部验收·············································4．人防工程验收···················

4、··················5．质监站过程监督和验收资料备案·····································五、验收计划和验收员···············································㈠、验收组织计划······································1文案大全标准实用．项目管理人员的分工···············································2．劳动力的安排················

5、·····················㈡、地基与基础分部验收人员··········································六、验收前有关地下室的工作安排······································㈠、施工单位···············································㈡、监理单位···············································㈢、业主单位·······················

6、·······················㈣、设计单位·················································㈤、勘察单位··············································一、工程概况文案大全标准实用㈠、有关单位情况工程名称郑州市社会福利院改扩建项目结构类型框剪结构建设单位新蒲建设集团有限公司设计单位河南埃德莫菲建筑设计有限公司监理单位河南建基工程管理有限公司施工单位河南省惠浦建设发展有限公司勘察单位河南工程水文地质勘察院有限公司㈡、工

7、程概况本工程位于郑州市西北角郑州市社会福利院院内（贾鲁河以东、北环路以北）。该工程地下室上部由一幢16层的老年养护楼、一幢15层的疗养楼（颐养楼）共2个单体组成，地下一层，平面以长方形展开，立面由南向北从16层～15层依次耸立。工程总建筑面积47223.00平米，其中地上43387.00平米，地下3836.00平米，最高一幢单体为老年养楼，建筑高度为59.10米。地下室基础形式为CFG复合地基、筏板基础。基础设计详见结施-02~04。基坑开挖深度一般为-4.95米及-4.45米两种，局部电梯井深坑达到-9.6米。本工程建筑

8、抗震设防类别：重点设防类（乙类）。建筑结构抗震等级：框架二级、剪力墙为一级。人防按防护等级为核6级常6级；防化级别丙级。工程结构形式为框架剪力墙结构，地下结构主要使用C50、C30两种强度的混凝土。地下室防水采用结构自防水为主、卷材防水为辅的防水形式，其中底板、外墙、覆土顶板等采用C50P6或C30P6