2022年基础验收监理汇报材料213培训资料 .pdf

资料收集于网络，如有侵权请联系网站删除word 可编辑XXXXXXXXXXXXXXXXXXXXXX工程地下室基础监理工作小结XXXXXXXXXXXXXXXXXXXXX有限公司2018年 1 月 25 日资料收集于网络，如有侵权请联系网站删除word 可编辑XXXXXXXXXXXXXXXXXXXXXXXXXXXXX 地下室基础监理工作小结各位领导：首先，我代表 XXXXXXXXXXXXXXXXX项目工程监理部向今天到会的各位领导专家在百忙之中抽出时间参加本工程二标段的基础分部工程验收表示感谢，同时敬请对我们监理工作提出宝贵意见和建议。现就 XXXXXXXXXXXXXXXXXXX工程地下室基础分部工程施工过程中监理工作实施情况向各位作简要汇报。一、工程概况：工程名称：建设单位：建设地点：设计单位：研究院有限公司勘察单位：监理单位：施工单位：结构类型：工程造价：总建筑面积：二、监理依据建筑工程施工质量验收统一标准；建筑地基基础工程施工质量验收规范；混凝土结构工程施工质量及验收规范；文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6资料收集于网络，如有侵权请联系网站删除word 可编辑工程设计文件（施工图纸、设计交底会议纪要、设计变更文件）；本工程地质勘察报告；施工合同，监理合同。三、原材料监理情况我监理部根据工程验收规范要求及时检查进场使用原材料、构件的出厂合格证和试验报告并现场抽样送检，严格执行“先检后用”制度，确保工程中使用合格材料产品。1、钢筋：基础使用的钢筋进场13 批，共 2 个品种分别为 HRB400和 HRB400E。共 10 种规格分别为 C 6、C 8、C 10、C 12、C 14、C 16、C18、C 20、C 22、C 25 钢筋出厂合格证共47 份、试验报告共 15 份，对钢筋外观质量、重量偏差均进行进场验收符合要求，原材料进场进行见证取样复试，试验结果合格。基础底板及梁钢筋连接方法 C20 以上采用机械连接，C 20 以下采用绑扎连接；柱钢筋C 20及以下采用电渣压力焊C 20 以上采用机械连接。焊接试验报告共52份试验合格。对钢筋原材料、加工、连接、安装进行认真验收；对后浇带止水钢板的安装、细部构造，人防区的门框安装、预埋件等进行验收，验收结果为合格。2、混凝土：地下室基础垫层砼强度为C15；防水卷材上砼保护层强度为 C20；地下室底板为C30P6；柱为 C35、C40；墙为 C35P6、C40P6；顶板梁砼强度为C35P6。地下室后浇带砼强度为C40P6。混凝土采用商品砼，混凝土生产厂家为 XXXXXXXXXXXXXX有限公司。现场按规范要求留置混凝土抗压、抗渗试块进行了见证取样。混凝土施文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6资料收集于网络，如有侵权请联系网站删除word 可编辑工时检查砼合格证、抽检混凝土塌落度、并做好旁站记录，拆模后对砼表面进行验收检查，未发现露筋孔洞等缺陷，外观质量一般。3、砖：地下室柱墩、电梯井、集水井采用砖胎模，采用MU15 砼普通砖，M10水泥砂浆砌筑，地下室内填充墙采用MU15砼多孔砖，M7.5 水泥砂浆砌筑。砖进场共二批，MU15砼普通砖、砼多孔砖生产厂家为 XXXXXXX 新型建材厂，砖出厂合格证共二份，试验报告共二份。4、水泥：基础使用 32.5R 级水泥进场二批，生产厂家为 XXXXXXX水泥有限公司。出厂合格证二份，试验报告二份。5、砂：砂浆使用机制砂进场一批，生产厂家为XXXXXXX 沙石有限公司，出厂合格证一份，试验报告一份。四、工程质量安全监理情况基础工程施工过程中，现场监理人员通过旁站、巡视和平行检查等方式，对关键部位、关键工序的施工质量进行检查验收。监理部定期组织召开工程监理例会，以及工程技术质量专题会议，督促施工单位及时做好工程质量、进度、安全等方面施工组织和整改工作。对存在质量和安全隐患的部位，监理部及时发出“监理通知单”督促施工单位认真整改，消除隐患，做到事前、事中、事后控制，确保工程质量安全。1、监理部通过熟悉设计图纸和规范提出合理化建议，协助建设单位组织召开设计技术交底和图纸会审会议。督促施工方深化施工组织设计，提出审查意见，并督促施工单位认真实施。文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6资料收集于网络，如有侵权请联系网站删除word 可编辑2、底板承台梁、剪力墙、柱施工过程中，监理人员对轴线标高、钢筋、模板、砼、水电预埋预留等隐蔽工程和分项工程质量进行检查验收，要求施工单位严格执行工程报验程序。监理部督促施工单位及时对基础地基验槽工作，坚持要求上道工序合格后方可进入下道工序施工。3、现场施工安全管理方面，监理部督促施工单位做好施工组织设计和临时用电、应急预案等专项施工方案，建立健全安全保障体系。通过定期检查和专项检查，对不合格部位及时指出并督促施工单位认真整改。基础工程施工过程中，未发生任何安全事故。五、材料试验情况钢筋出厂合格证57 份、试验报告 24 份钢筋焊条（剂）合格证1 份、焊接试验报告14 份钢筋机械连接套筒合格证4 份、试验报告 38 份水泥出厂合格证2 份、试验报告2 份砖出厂合格证2 份、试验报告 2 份防水卷材出厂合格证2 份、试验报告 2 份文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 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ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6资料收集于网络，如有侵权请联系网站删除word 可编辑六、验收意见本工程地下室基础，除部分砼、砂浆试块检验报告未出外其余各分项质量评定均合格，混凝土振捣密实，轴线、截面尺寸符合要求。综上所述，本工程地下室基础已具备验收条件，监理部对本工程地下室基础分部工程质量等级暂定为合格。XXXXXXXXXXXXXXXXXXXXXXXX有限公司 2018年 1 月 25 日文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 ZO3F3L8O5T6文档编码:CX8V1E6J1R1 HE9L8A10N9N2 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