版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
水泥混凝土强度检测记录表(回弹法),,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
合同名称:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
监理单位:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx,,,,,,,,,,,,施工单位:xxxxxxxxxxx限公司,,,,,,,,,合同编号:xxxxxxxxxxxx,,,,,,,,,,,,,,,,,,,,,,,,,,
检测依据:JTG/T23-2011回弹法检测混凝土抗压强度技术规程,,,,,,,,,,,,仪器名称及编号:,,,,,,,,,,,,,,,"参数设定
(只需第一行设定)",,,,计算区域(不用动),,,,,,,测试角度修正参数(勿动),,,,,,,,,
单位工程:,,,,,,,分部工程:,,,,,,,,,结构物名称:,,,,,,,,"检测
结果",,,,,,,,,,,,,,Rm内插修正,,,,,检测角度内插修正,,,,
"桩号、
墩台号、
孔号",测区,"设计强度
(MPa)",浇筑面,回弹值,,,,,,,,,,,,,,,,平均值,平均碳化深值(mm),"测试
角度(。)",修正后强度值,,,,碳化值,角度,测试面,"泵送
混凝土",Rm,"角度
修正值","测试面
修正值","修正后
回弹值",泵送,,"强度
换算值",Rmα,Rmα+1,"Rmα
修正值","Rmα+1
修正值",修正量,"标准
角度(Δ)","标准
角度
(ΔR)","Δ
修正值","ΔR
修正值",修正量
,,,,1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,,,,,,,,,,,,,,,,否,是,,,,,,,,,,,
3-5,1,50,侧面,46,51,41,46,48,40,42,34,40,42,42,40,46,24,30,39,41.8,0.5,0.0,47.2,不合格,,,0.5,0.0,侧面,0,41.8,0.0,0,41.8,43.6,47.2,47.2,41.0,42.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00
4-5,2,50,侧面,52,42,42,44,40,48,40,42,42,40,38,44,46,42,40,42,42.0,0.5,0.0,47.7,不合格,,,0.5,0.0,侧面,0,42.0,0.0,0,42.0,44.1,47.7,47.7,42.0,43.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00
2-4,3,50,侧面,40,48,40,46,46,48,46,42,40,38,36,38,40,42,42,46,42.4,0.5,0.0,48.5,不合格,,,0.5,0.0,侧面,0,42.4,0.0,0,42.4,44.8,48.5,48.5,42.0,43.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00
4-1,4,50,侧面,38,40,38,54,40,42,38,48,42,42,38,38,38,38,38,42,39.6,0.5,0.0,42.5,不合格,,,0.5,0.0,侧面,0,39.6,0.0,0,39.6,39.1,42.5,42.5,39.0,40.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00
2-5,5,50,侧面,42,31,40,41,44,52,44,52,40,46,42,44,44,44,44,44,43.3,0.5,0.0,50.5,合格,,,0.5,0.0,侧面,0,43.3,0.0,0,43.3,46.8,50.5,50.5,43.0,44.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00
2-1,6,50,侧面,40,42,44,38,48,42,42,40,42,42,42,40,40,44,44,38,41.6,0.5,0.0,46.8,,,,0.5,0.0,侧面,0,41.6,0.0,0,41.6,43.2,46.8,46.8,41.0,42.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00
3-3,7,50,侧面,40,42,46,46,46,47,50,46,50,52,50,53,55,48,48,46,47.7,0.5,0.0,>60,,,,0.5,0.0,侧面,0,47.7,0.0,0,47.7,56.8,>60,>60,47.0,48.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00
3-1,8,50,侧面,41,37,39,48,44,39,50,46,45,44,42,44,54,46,44,46,44.2,0.5,0.0,52.6,,,,0.5,0.0,侧面,0,44.2,0.0,0,44.2,48.8,52.6,52.6,44.0,45.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00
2-3,9,50,侧面,54,48,46,54,48,54,52,49,49,50,46,50,44,50,52,48,49.6,0.5,0.0,>60,,,,0.5,0.0,侧面,0,49.6,0.0,0,49.6,>60,>60,>60,49.0,50.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00
1-4,10,50,侧面,46,49,49,46,50,46,40,44,46,54,46,48,50,48,50,50,47.8,0.5,0.0,>60,,,,0.5,0.0,侧面,0,47.8,0.0,0,47.8,57.1,>60,>60,47.0,48.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00
2-5,12,50,侧面,48,46,46,52,48,42,40,44,38,36,38,46,36,36,42,42,42.4,0.5,0.0,48.5,,,,0.5,0.0,侧面,0,42.4,0.0,0,42.4,44.8,48.5,48.5,42.0,43.0,0.0,0.0,0.00,0,0,0.0,0.0,0.00
,,,,,,,,,,,,,,,,,
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 2025学生食堂承包合同书
- 2025餐饮发服务业保密协议合同
- 2025石料运输合同
- 2025年度青年人才公寓租赁合同关于房屋出租3篇
- 2025年度建筑钢结构质量检测与安全评估合同3篇
- 二零二五年度新能源汽车企业职工招聘与产业链整合合同3篇
- 2025年度餐饮连锁合伙经营合同样本2篇
- 二零二五年度农村有机垃圾堆肥处理与清理服务合同2篇
- 二零二五年度餐饮兼职煮饭人员培训协议3篇
- 2025年度模特与造型师拍摄服务合同3篇
- 工行个人小额贷款合同样本
- 江西省萍乡市2023-2024学年高一上学期期末考试数学试题(解析版)
- Unit 5 Here and now Section B project 说课稿 2024-2025学年人教版(2024)七年级英语下册标签标题
- 2024-2025学年上学期深圳初中地理七年级期末模拟卷1
- 2024年地理知识竞赛试题200题及答案
- 肝衰竭诊治指南(2024年版)解读
- 化学反应工程智慧树知到期末考试答案章节答案2024年浙江工业大学
- 人生悟理-透过物理看人生智慧树知到期末考试答案2024年
- 儿童剧剧本三只小猪
- 赢在执行力:团队执行力-下
- 钻孔灌注桩后注浆施工方案(最全版)
评论
0/150
提交评论