实体检测报告

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX检测报告工程名称：XXXXXXX检测项目：高层（8#栋）结构实体检测委托单位：XXXXXX地产开发有限公司检测日期：2015年8月25日~2015年9月5日检测单位：XXXXXXXXXXXXXXXXXX2015年9月5日XXXXXXX高层（8#栋）结构实体检测报告主要检测：技术负责：报告审核：报告签发：注：1本报告无主检、审核及签发人签字无效；2本报告无“检测专用章”无效、涂改无效；3未经本公司书面批准，不得复制本报告（完整复制除外）；4如对检测报告有异议，可在报告发出后一月内向本公司提出，逾期不再受理。检测单位：XXXXXXXXXXXXXXXXXX单位地址：XXXXXXXXXXXXXX邮政编码：XXXXXXXXX电话：XXXXXXXXXXX传真：XXXXXXXXX

检测报告XX201225018R 第1页共31页工地名称XXXXXXX委托单位XXXXXXX检测类别委托检测检测日期：2015.8.25〜2015.9.5检测人员XXXXXXXXXXXXXXX检测项目现浇混凝土强度、楼板厚度、受力钢筋保护层厚度、轴线尺寸及净高检测依据GB50204-2002（20n年版）、DBJ53/T-23、DBJ53/T-50-2013、DBJ53/T-53-2013、JGJ/T152-2008、设计图纸检测设备ZC3-A回弹仪、RS-ST01C非金属超声检测仪、DJGW-2A型钢筋位置测定仪、ZBL-T720型楼板厚度测定仪检测结论1、受力钢筋保护层厚度：（1）本次检测共抽取24根梁类构件，梁底纵向受力钢筋保护层厚度合格点率大于90%,满足规范要求。（2）本次检测共抽取36块板类构件（包括板底、板面）：板底钢筋保护层厚度合格点率大于90%,满足规范要求；板面钢筋保护层厚度合格点率小于90%,不满足规范要求。注：依据规范《云南省建筑工程施工质量验收统一规程》第5.0.7的规定，经原设计单位复核认可，经验算钢筋保护层超厚部分不影响单体结构的安全性（见附件）。2、楼面板厚度本次检测共抽取45块楼板，45块楼板厚度平均值均满足规范要求。3、轴线尺寸检测本次检测共抽取120个部位（360个点）满足设计要求。4、楼层净高检测本次检测共抽取45个部位（225个点）满足设计要求。5、现浇钢筋混凝土强度检测本次检测共抽取竖向构件60个，水平构件36个，抽检构件现龄期混凝土强度推定值满足设计要求检测专用章签发日期：2015年9月5日XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX检测报告XX201225018R 第2页共31页一、工程概况序号别类基本信息1工程地点昆明市龙泉路与北三环交叉口西侧（为昆明市五华区岗头社区第五股份合作社区域内）2建设单位云南汉都房地产有限公司3设计单位昆明合创建筑设计事务所4施工单位云南，恒基创展建筑工程有限公司5监理单位江苏赛华建设监理有限公司6监督单位昆明市建设工程质量安全监督管理总站7结构类型框架、剪力墙结构8建设规模地下三层、地上22层9施工现状主体施工10设计强度等级8#栋强度等级C30、C35、C40、C45、C50、检测目的及范围为加强对建设工程结构实体质量的控制，对久皓大院8#栋现浇混凝土结构实体质量进行检测，检测报告将作为工程竣工验收备案资料。三、检测项目、方法及抽样数量按《云南省建筑工程结构实体检测技术规程》DBJ53/T-502013的要求，对久皓大院钢筋保护层厚度、楼板厚度、现浇混凝土强度进行抽检数量如下表：现浇混凝土强度按单层建筑面积不大于1500由2时，同一强度等级每三层同类构件为一个检测批；单层建筑面积大于1500近时，每增加1000面增加一个检测批（每一检测批应抽测不少于5个竖向构件和3个水平构件）抽检；楼面板厚度按每一检测批应抽检不少于3个构件抽取；钢筋保护层厚度按每一检测批应抽测不少于5个构件，其中2根梁，3块板抽检。地下室单层建筑面积不大于4500由2时，砼一强度等级每层为一个检验批；单层建筑面积大于4500mz时，每增加3000mz增加一个检验批。检测报告检测报告XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX检测报告检测报告XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX201225018R 第3页共31页序号检测项目检测方法抽样数量备注1钢筋保护层厚度电磁感应法梁类24个构件板类36个构件（包括板底、板面）JGJ152-20082楼板厚度电磁波法45块楼面板（共225个测点）GB50204-2002（2011版）3轴线尺寸激光测距法120个部位（共360个点）GB50204-2002（2011版）4楼层净高激光测距法45个部位（共225个点）GB502042002（2011版）5混凝土强度超声回弹综合法60个竖向构件（共600个测区）36个水平构件（共360个测区DBJ53/T-53-2013四、检测依据1、《混凝土结构工程施工质量验收规范》GB50204-2002（2011版）；2、《云南省建筑工程施工质量验收统一规程》DBJ53/T-23-2008；3、《云南省建筑工程结构实体检测技术规程》DBJ53/T-50-2013；4、《超声回弹综合法检测混凝土强度技术规程》DBJ53/T-53-2013；5、《混凝土中钢筋检测技术规程》JGJ/T152-20086、工程设计图纸及相关技术资料；7、检测委托书（或合同书）。五、仪器设备1、ZC3-A回弹仪；2、RS-ST01C非金属超声检测仪；3、DJGW-2A型钢筋位置测定仪；4、ZBL-T720型楼板厚度测定仪；5、钢卷尺；6、徕卡激光测距仪；检测用设备仪器经检定、校准，在有效期内。六、检测结果1、受力钢筋保护层厚度检测结果根据现场实际情况，依据《混凝土结构工程施工质量验收规范》GB50204-2002（2011版）和《混凝土中钢筋检测技术规程》JGJ152-2008要求采用“电磁感应法”对钢筋混凝土构件

XX201225018R 第4页共31页进行钢筋保护层厚度检测。钢筋保护层厚度检测应对楼板面负弯矩钢筋和板底钢筋、梁底钢筋保护层厚度进行检测；对选定的梁类构件，应对全部纵向受力钢筋的保护层厚度进行检测；对选定的板类构件，应抽取不少于6根纵向受力钢筋的保护层厚度进行检测；测量数据采集符合《混凝土中钢筋检测技术规程》JGJ/T152-2008要求。经现场检测，对检测数据整理、计算，检测结果如下：（1）梁底纵向受力钢筋保护层厚度检测表序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）合格点率（%）18栋负3层梁19/C200+10、-72328292124202624272195.028栋负3层梁18-20/G200+10、-72829252423272633242238栋负2层梁2-5/K-M200+10、-72722293031242725232095.048栋负2层梁5/M-N8栋负1层梁15-18/K200200+10、-7+10、-72826192029242326282052729302728262428273190.068栋负1层梁13/H-K200+10、-72427192020232631282578栋1层梁14-17/C-E200+10、-72728251522253323192895.088栋1层梁1-2/A-B200+10、-71917212318141817151598栋5层梁15-18/K-L200+10、-72524222729293227222395.0108栋5层顶梁1-2/A-B200+10、-725221719161417191513118栋7层梁15-18/K-L200+10、-72729313328262021252490.0128栋7层梁3-6/K-L200+10、-721232927302821242619138栋9层梁15-18/K-L200+10、-723272425201719232619100.0148栋9层梁3-6/K-L200+10、-725212225231820232725158栋12层梁15-18/K-L200+10、-724282321202822292119100.0168栋12层梁2-4/A-B200+10、-718161518181417121418

XX201225018R 第5页共31页续上表序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）合格点率（%）178栋14层梁3-6/K200+10、-725272225192923282618100.0188栋14层梁3-6/F-G200+10、-723282521201824272119198栋16层梁14-17/E-F200+10、-723252221202726252420100.0208栋16层梁3-6/F-G8栋19层梁14-17/E-F200200+10、-7+10、-7212527171916212523212123171922241826221920100.0228栋19层梁3-6/F-G200+10、-717191516171920182019238栋21层梁14-17/E-F200+10、-717151616151820181820100.0248栋21层梁16-18/M200+10、-718171920191920181715（2）板底受力钢筋保护层厚度检测表序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）合格点率（%）18栋负2层K-J/15-20150+8、-519161722211922201916100.028栋负2层M-N/18-20150+8、-51417161819202018171638栋负2层K-L/18-208栋负1层K-J/15-20150150+8、-5+8、-51718202120211819201841916182022171418202193.358栋负1层M-N/18-20150+8、-51516181617141821261768栋负1层K-L/18-20150+8、-51920211525181921161778栋1层1-2/A-B150+8、-51618212326192014161890.088栋1层2-4/A-B150+8、-51617162517202422172098栋1层4-7/A-D150+8、-516202021181716151614

XX201225018R第6页共31页XX201225018R续上表一序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）合格点率（%）108栋5层1-2/A-B150+8、-51917212318141817151596.7118栋5层2-4/A-B150+8、-517141816202321182016128栋5层4-7/A-D8栋7层1-2/A-B150150+8、-5+8、-515131920212419231615132522171916141719151393.3148栋7层2-4/A-B150+8、-519141718181316181615158栋7层4-7/A-D150+8、-515171716141918212419168栋9层1-2/A-B150+8、-51516181514171921201696.7178栋9层2-4/A-B150+8、-514181520231417201417188栋9层4-7/A-D8栋12层2-4/A-B150150+8、-5+8、-516141818202515151418191515131618242121181290.0208栋12层4-7/A-D150+8、-516121018121419172116218栋12层17-19/A-B150+8、-518141615151321232724228栋14层2-4/A-B150+8、-51621201925131625221290.0238栋14层4-7/A-D150+8、-514152114161315191512248栋14层17-19/A-B150+8、-521212219131320142512258栋16层2-4/A-B150+8、-51314131720131817121693.3268栋16层4-7/A-D150+8、-512191317161924191621278栋16层17-19/A-B150+8、-515171921192513201522288栋19层2-4/A-B150+8、-513141115111215181013100.0298栋19层4-7/A-D150+8、-515111416131117101412308栋19层17-19/A-B150+8、-514171914181813151418

XX201225018R 第7页共31页续上表序号构件位置名称设计值（mm）允许偏差（皿皿）实测值（mm）合格点率（%）318栋21层2-4/A-B150+8、-512141411151315141718100.0328栋21层4-7/A-D150+8、-514171814151921131719338栋21层17-19/A-B150+8、-513161715141716141316（3）板面受力钢筋保护层厚度检测表一序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）合格点率（%）18栋负3层K-J/15-20150+8、-52023152019192016181580.028栋负3层M-N/18-20150+8、-52519192221272816171538栋负3层K-L/18-20150+8、-52521231621242014192448栋负2层K-J/15-20150+8、-51816221818241921202276.758栋负2层M-N/18-20150+8、-51614152719231620282668栋负2层K-L/18-20150+8、-52621141525152220251878栋负1层K-J/15-20150+8、-52416211721242324212270.088栋负1层M-N/18-20150+8、-51815152224202321172498栋负1层K-L/18-20150+8、-524251626202321172620108栋1层1-2/A-B150+8、-51615231416282623192860.0118栋1层2-4/A-B150+8、-525241922271822151825128栋1层4-7/A-D150+8、-524161525282616191726138栋5层1-2/A-B150+8、-51716192115212116181570.0148栋5层2-4/A-B150+8、-515211923262514252515158栋5层4-7/A-D150+8、-517152621172418242628

XX201225018R第8页共31页XX201225018R续上表序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）合格点率（%）168栋7层1-2/A-B150+8、-51621162322232326162273.3178栋7层2-4/A-B150+8、-520282125152115182822188栋7层4-7/A-D150+8、-525142717252720212014198栋9层1-2/A-B150+8、-51720141516212025192770.0208栋9层2-4/A-B150+8、-523212123161526262823218栋9层4-7/A-D150+8、-527171628251620152618228栋12层2-4/A-B150+8、-51622202626152019142263.3238栋12层4-7/A-D150+8、-517232721252014271924248栋12层17-19/A-B150+8、-515212424162027272721258栋14层2-4/A-B150+8、-51723151916212815151670.0268栋14层4-7/A-D150+8、-517191616201717202624278栋14层17-19/A-B150+8、-528202624272428231414288栋16层2-4/A-B150+8、-52122142827151615211676.7298栋16层4-7/A-D150+8、-526191428201425192115308栋16层17-19/A-B150+8、-520142515162115281620318栋19层2-4/A-B150+8、-52318142220202720201473.3328栋19层4-7/A-D150+8、-515192825261520241922338栋19层17-19/A-B150+8、-524222326272216161918348栋21层2-4/A-B150+8、-51721262318141623242063.3358栋21层4-7/A-D150+8、-526272215192522271526368栋21层17-19/A-B150+8、-515241921242617192415

XX201225018R 第9页共31页2、楼面板厚度检测结果根据现场实际情况，依据《混凝土结构工程施工质量验收规范》GB50240-2002（2011年板）采用“电磁波”法对钢筋混凝土楼板进行截面尺寸检测。经现场检测，对检测数据整理、计算，检测结果如下表：序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）平均值（mm）18栋负3层18-20/G-J180+8、-519920019420019819828栋负3层13-18/G-K180+8、-519821319220621220438栋负3层9-13/G-K180+8、-518919419619920219648栋负2层18-20/G-J150+8、-520721721822120021358栋负2层13-18/G-K150+8、-521521120221921721368栋负2层9-13/G-K150+8、-518919419619920219678栋负1层18-20/G-J180+8、-520020221721621821188栋负1层13-18/G-K180+8、-522022022521822922298栋负1层9-13/G-K180+8、-5183188176184182183108栋1层1-2/A-B110+8、-5135134128122134131118栋1层2-4/A-C100+8、-5102117121116113114128栋1层4-7/A-D120+8、-5118121125123102118138栋1层7-14/E-G150+8、-5155157150158159156148栋5层1-2/A-B110+8、-5120120110121120118158栋5层2-4/A-C100+8、-5116120102119117115168栋5层4-7/A-D120+8、-5130121120119117121178栋5层7-14/E-G150+8、-5156159150153149153

XX201225018R第10页共31页XX201225018R续上表序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）平均值（mm）188栋7层1-2/A-B110+8、-5115121117121127120198栋7层2-4/A-C100+8、-5123119113109119117208栋7层4-7/A-D120+8、-5131138127138131133218栋7层7-14/E-G150+8、-5168175183154154167228栋9层1-2/A-B110+8、-5121130131122125126238栋9层2-4/A-C100+8、-5115113114115116115248栋9层4-7/A-D120+8、-5132130138132137134258栋9层7-14/E-G150+8、-5159156160149154156268栋12层1-2/A-B110+8、-5135138110118128126278栋12层2-4/A-C100+8、-511699120119122115288栋12层4-7/A-D120+8、-5138131151127142138298栋12层7-14/E-G150+8、-5156159159151162157308栋14层1-2/A-B110+8、-511111398110107108318栋14层2-4/A-C100+8、-5133118121114110119328栋14层4-7/A-D120+8、-5134130138145135136338栋14层7-14/E-G150+8、-5158160163156160159348栋16层1-2/A-B110+8、-5120120110122115117358栋16层2-4/A-C100+8、-5113103107116113110368栋16层4-7/A-D120+8、-5140117117131135128378栋16层7-14/E-G150+8、-5151147150156150151

XX201225018R 第11页共31页续上表序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）平均值（mm）388栋19层1-2/A-B110+8、-5171150159158155159398栋19层2-4/A-C100+8、-5126120126125124124408栋19层4-7/A-D120+8、-5119116113121116117418栋19层7-14/E-G150+8、-5112114125113112115428栋20层1-2/A-B110+8、-5230211216206229218438栋20层2-4/A-C100+8、-5112111124110113114448栋20层4-7/A-D120+8、-5138120132128148133458栋20层7-14/E-G150+8、-5166168163162161164（注：当楼板厚度偏差超过允许偏差，且平均厚度小于设计值的0.9倍或平均厚度大于设计值的1.15倍，应按《云南省建筑施工质量验收统一规范》（DBJ53/T-23）第5.0.7条的规定进行处理。）3、轴线尺寸检测结果根据现场实际情况，依据《混凝土结构工程施工质量验收规范》GB50240-2002（2011年板）采用“激光测距仪”法进行轴线尺寸检测。经现场检测，对检测数据整理、计算，检测结果如下表：序号构件位置轴线设计值（mm）允许偏差（mm）实测值（mm）18栋负3层F-G/1-3F-G3300+833053303330521-34300+843054300430538栋负3层A-C/1-2A-C7400+874077407740641-23200+832103208320758栋负3层K-B/2-42-42750+82756275527596K-B3950+8395539523951

XX201225018R第XX201225018R第12页共31页续上表序号构件位置轴线设计值（mm）允许偏差（mm）实测值（mm）78栋负3层A-C/10-1410-144300+84301430043098A-C6550+865546553655298栋负3层A-B/17-19A-B3950+83956395839581017-192750+8275027542750118栋负2层F-G/18-20F-G3300+83305330333031218-204450+8445344544456138栋负2层M-P/5-8M-P4100+8410741084104145-83600+8360436053607158栋负2层K-M/1-4K-M4850+8485848594857161-44350+8435743584351178栋负2层F-G/1-3F-G3300+8330433043302181-34400+8440544064408198栋负2层G-J/1-6G-J4900+8490549064906201-69350+8935293569354218栋负1层A-C/19-2019-203350+833593350335022A-C7500+8750075027500238栋负1层F-G/18-19F-G3300+83308330733072418-194450+8445744584450258栋负1层K-M/15-20K-M4850+84850485148512615-208800+8880888138808278栋负1层M-N/16-20M-N3300+83301330033032816-207150+8715071527152298栋负1层M-P/5-8M-P4100+8410541064108305-83600+8360236033602

XX201225018R第XX201225018R第13页共31页续上表序号构件位置轴线设计值（mm）允许偏差（mm）实测值（mm）318栋1层F-G/1-31-34500+845024504450532F-G3400+8340834093407338栋1层A-D/4-74-73900+839013911390234A+800-D8500+8850385098504358栋1层A-D/14-1714-173900+839053906390636A-D8500+8850685008503378栋1层A-B/17-1917-192800+828032801281338A-B+8004200+8420542034204398栋1层M-P/13-1513-153700+837003701370340M-P4200+8420342014203418栋5层A-D/4-74-73900+839023908390642A-D8500+8850185088506438栋5层A-B/1-21-23400+834013407340844A-B3400+8341234153419458栋5层A-1/B/2-4A-1/B4200+8421942124205462-42800+8280428002802478栋5层A-1/B/17-1917-192800+828022804280448A-1/B4200+8420042034206498栋5层M-P/13-1613-163700+837063706370450M-P4200+8420842054204

XX201225018R第XX201225018R第14页共31页续上表序号构件位置轴线设计值（mm）允许偏差（mm）实测值（mm）518栋7层A-1/B/17-1917-192800+828062815281252A-1/B4200+8420042014204538栋7层AT/B/2-4A-1/B4200+8420742034204542-42800+8280428122801558栋7层G-F/1-3G-F3400+8340034073404561-34500+8450545044504578栋7层P-M/5-85-83700+837083704370358P-M4200+8420542084211598栋7层P-M/13-1613-163700+837023700370560P-M4200+8420542074202618栋9层A-B/19-2019-203400+834023402340062A-B3400+8340234003406638栋9层A-1/B/17-19A-1/B4200+84205420042036417-192800+8280928082806658栋9层F-G/17-1917-194500+845054507450466F-G3400+8340834063407678栋9层P-M/13-16P-M4200+84204420442086813-164700+8370337033703698栋9层M-N/16-20M-N3400+83409340934067016-207200+8720772077205

XX201225018R第XX201225018R第15页共31页续上表序号构件位置轴线设计值（mm）允许偏差（mm）实测值（mm）718栋12层A-1/B/2-4A-1/B4200+8420842084206722-42800+8280128012808738栋12层A-1/B/17-19A-1/B4200+84208420542027417-192800+8281028032802758栋12层F-G/18-2018-204500+845044507450176F-G3400+8340734073407778栋12层P-M/13-1613-163700+837033702370378P-M4200+8420842024202798栋12层P-M/5-85-83700+837003702370480P-M4200+8420442064200818栋14层A-1/B/2-42-42820+828282825282582A-1/B4220+8422042234226838栋14层F-G/1-3F-G3420+8342134303430841-34520+8452445274528858栋14层M-N/1-51-57220+872207222722686M-N3420+8343134333435878栋14层P-M/13-1613-163720+837233727372088P-M4220+8422842264220898栋14层M-N/16-2016-207220+872287223722490M-N3420+8342434263420

XX201225018R第XX201225018R第16页共31页续上表序号构件位置轴线设计值（mm）允许偏差（mm）实测值（mm）918栋16层A-1/B/2-42-42820+828212827283292A-1/B4220+8422242204225938栋16层F-G/18-20F-G3420+83428342734239418-204520+8452145244521958栋16层M-N/16-2016-207220+872217224722696M-N3420+8342134203426978栋16层M-N/11-1611-166620+866266623662898M-N4200+8420242044203998栋16层M-N/5-9M-N4220+84222422442211005-96620+86627662866211018栋19层A-1/B-19-17A-1/B4220+842234220422510219-172820+82824282728261038栋19层A-B/19-20A-B3420+834263428342710419-203420+83428343034281058栋19层F-G/1-31-34520+8452745294522106F-G3420+83424342334261078栋19层M-N/1-5M-N3420+83423342334261081-57220+87224722572201098栋19层P-M/5-85-83720+8372237273720110P-M4220+8422442224222

XX201225018R第17页共31页XX201225018R续上表序号构件位置轴线设计值（mm）允许偏差（mm）实测值（mm）1118栋21层A-1/B/2-4A-1/B4220+84221422942211122-42820+82821282228281138栋21层F-G/1-31-34520+8452345284521114F-G3420+83423342434271158栋21层M-P/5-85-83720+8372337263728116M-P4220+84222423242211178栋21层M-P/13-1613-163720+8372137243726118M-P4220+84227423342221198栋21层A-1/B/19-1719-172820+8282528212821120A-1/B4220+84229422142244、楼层净高检测结果根据现场实际情况，依据《混凝土结构工程施工质量验收规范》GB50240-2002（2011年板）采用“激光测距仪”法对楼层净高进行检测。经现场检测，对检测数据整理、计算，检测结果如下表：序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）18栋负3层18-20/G-J3700±103700369237003694369328栋负3层13-18/G-K4000±103993399939903993399138栋负3层9-13/G-K3500±103491348435013488350048栋负2层18-20/G-J5500±105499549154995493550258栋负2层13-18/G-K4500±104500448844804489449668栋负2层9-13/G-K4500±1044924491449145024493

XX201225018R 第18页共31页续上表序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）78栋负1层18-20/G-J3500±103498349834853490348288栋负1层13-18/G-K3500±103499349634923499350893栋负1层9-13/G-K3500±1035103499350634923502108栋1层1-2/A-B2740±1027332735272727312730118栋1层2-4/A-C2750±1027442741274027452738128栋1层4-7/A-D2730±1027352740273827422745138栋1层7-14/E-G2700±1027022690269827032706148栋5层1-2/A-B2740±1027322727273327302738158栋5层2-4/A-C2750±1027502738274927482742168栋5层4-7/A-D2730±1027352722272627242727178栋5层7-14/E-G2700±1026932704270726932695188栋7层1-2/A-B2740±1027352739273127312745198栋7层2-4/A-C2750±1027472745273227502748208栋7层4-7/A-D2730±1027042704270827202720218栋7层7-14/E-G2700±1027032703270127082696228栋9层1-2/A-B2740±1027312730273127282745238栋9层2-4/A-C2750±1027482746273127342753248栋9层4-7/A-D2730±1027232721273727392722258栋9层7-14/E-G2700±1027042707270026942705（注：实测值分别为该板四角和中间部位的净高实测值）检测报告检测报告检测报告检测报告XX201225018R 第19页共31页续上表序号构件位置名称设计值（mm）允许偏差（mm）实测值（mm）268栋12层1-2/A-B2740±1027362739273827362736278栋12层2-4/A-C2750±1027392741273727482744288栋12层4-7/A-D2730±1027202720271827252706298栋12层7-14/E-G2700±1027012697269727092700308栋14层1-2/A-B2740±1027352735273827442740318栋14层2-4/A-C2750±1027442725273927442739328栋14层4-7/A-D2730±1027082720272327262727338栋14层7-14/E-G2700±1026922691269026992692348栋16层1-2/A-B2740±1027302739273327272736358栋16层2-4/A-C2750±1027502743275227432750368栋16层4-7/A-D2730±1027252720273127272729378栋16层7-14/E-G2700±1027182709271327102710388栋19层1-2/A-B2740±1027392736273127372746398栋19层2-4/A-C2750±1027482737274527522752408栋19层4-7/A-D2730±1027332720273027212730418栋19层7-14/E-G2700±1027072705269127022699428栋21层1-2/A-B2740±1027372736273627372738438栋21层2-4/A-C2750±1027452740274927432755448栋21层4-7/A-D2730±1027292721272427262715458栋21层7-14/E-G2700±1026872701270626962691（注：实测值分别为该板四角和中间部位的净高实测值）XXXXXXXXXXXXXXXXXXXX201225018R第20页共31页XX201225018R5、混凝土强度检测结果根据现场实际情况，依据《超声回弹综合法检测混凝土强度技术规程》DBJ53/T-53-2013采用“超声回弹综合法”对钢筋混凝土实体结构进行混凝土现龄期强度检测。检测时，在待检测构件上均布置200mm*200mm的10各测区，测区表面清洁、平整，符合检测条件。经现场检测，对检测数据整理、计算，钢筋混凝土单个构件混凝土现龄期强度推定值如下表：序号构件名称位置测区数n测区混凝土强度换算值混凝土设计强度等级(MPa)测区混凝土强度换算值的平均值fc(MPa)标准差Sfccu(MPa)测区混凝土强度换算值的最小值fcjMPa)单个构件混凝土强度推定值fcu,e(MPa)达到设计强度百分比(%)18栋负3层梁1036.837.537.437.835.2C3537.10.9235.235.59101.718-20/K35.937.237.737.038.328栋负3层梁1038.438.339.538.438.7C3539.00.7638.337.75107.918-20/K-M38.340.238.539.640.038栋负3层梁1036.037.437.936.037.8C3537.00.8636.035.57101.619/C36.836.536.938.436.248栋负3层柱1056.559.859.459.759.7C5058.31.5855.055.75111.56/K-M59.057.758.458.255.058栋负3层柱1055.055.356.754.953.1C5055.61.5053.153.14106.34/A-B56.457.053.757.956.168栋负3层柱1052.053.953.950.752.3C5052.91.7050.750.14100.317/C56.154.651.051.853.178栋负3层柱1052.656.554.752.153.0C5053.71.2552.151.68103.419-20/C53.353.454.553.653.888栋负3层柱1055.553.355.054.753.6C5054.20.9152.952.72105.419/K53.952.955.154.753.5说 1： 计算、评定严格参照《超声回弹综合法检测混凝土强度技术规程》(DBJ53/T-53-2013).明 2： 推定值应用规程fcu,e=mfc—1.645Sfc(6.2.6-3)式计算。

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX201225018R第21页共31页XX201225018R序号构件名称位置测区数n测区混凝土强度换算值混凝土设计强度等级(MPa)测区混凝土强度换算值的平均值fccu(MPa)标准差Sfccu(MPa)测区混凝土强度换算值的最小值fccu,min(MPa)单个构件混凝土强度推定值fcu,e(MPa)达到设计强度百分比(%)98栋负2层梁8/K-M1037.936.038.239.239.3C3538.11.3736.035.88102.537.236.238.238.940.3108栋负2层梁5/M-N1038.738.639.239.237.7C3538.60.8137.037.24106.439.839.138.337.038.2118栋负2层梁3-5/K-M1035.939.139.538.939.6C3538.71.1335.936.86105.339.839.038.738.937.7128栋负2层柱5-6/M1054.155.056.456.356.8C5055.41.3053.453.28106.656.756.553.855.353.4138栋负2层柱9/M-N1054.857.354.155.256.7C5056.61.8154.153.64107.358.155.657.856.360.2148栋负2层柱11-13/J-K1052.653.251.852.454.3C5053.31.4251.750.95101.955.152.951.752.956.0158栋负2层柱15/G-H1051.954.752.952.954.2C5053.61.1651.951.72103.453.355.754.653.552.6168栋负2层柱19-20/K1054.651.252.752.352.5C5052.31.2450.150.26100.551.752.653.550.151.8说 1：计算、评定严格参照《超声回弹综合法检测混凝土强度技术规程》(DBJ53/T-53-2013).2： 推定值应用规程fcu,e=mfc—1.645Sfc(6.2.6-3)式计算。XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX检测报告XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX检测报告XX201225018R 第22页共31页序号构件名称位置测区数n测区混凝土强度换算值混凝土设计强度等级(MPa)测区混凝土强度换算值的平均值fccu(MPa)标准差Sfccu(MPa)测区混凝土强度换算值的最小值fccu,min(MPa)单个构件混凝土强度推定值fcu,e(MPa)达到设计强度百分比(%)178栋负1层梁1036.938.339.937.937.4C3538.10.8736.936.7104.913/H-K38.138.738.237.338.7188栋负1层梁1037.438.237.435.936.5C3537.20.8835.935.8102.315-17/G36.937.836.438.837.2198栋负1层梁1038.337.241.935.541.9C3539.92.3435.536.0102.915-18/K-L40.941.638.341.341.7208栋负1层柱1055.552.456.855.355.8C5054.41.5951.951.8103.516-18/M55.154.353.551.953.1218栋负1层柱1055.153.653.554.055.7C5054.61.2153.452.64105.38/K-M56.354.956.453.453.4228栋负1层柱1052.952.356.054.353.9C5053.81.6251.551.12102.211/M-N51.956.354.651.554.3238栋负1层柱1055.352.355.251.951.6C5053.01.4851.050.56101.13/M-N52.452.853.651.054.0248栋负1层柱1054.054.557.155.855.8C5056.11.9452.9252.92105.813-15/J56.659.258.452.956.8说 1：计算、评定严格参照《超声回弹综合法检测混凝土强度技术规程》(DBJ53/T-53-2013).2： 推定值应用规程fcu,e=mfccu—1.645Sfccu(6.2.6-3)式计算。

XX201225018R 第23页共31页序号构件名称位置测区数n测区混凝土强度换算值混凝土设计强度等级(MPa)测区混凝土强度换算值的平均值fccu(MPa)标准差Sfccu(MPa)测区混凝土强度换算值的最小值fccu,min(MPa)单个构件混凝土强度推定值fcu,e(MPa)达到设计强度百分比(%)258栋1层梁3-6/K1042.342.144.344.143.9C4042.511.2440.9240.46101.242.242.940.941.141.3268栋1层梁17/C-E1047.443.945.847.341.9C4044.241.9941.8840.96102.443.044.444.342.342.3278栋1层梁：4-7/C-E1045.246.844.644.745.6C4045.340.8744.2543.90109.845.044.646.346.344.3288栋1层柱9/A-B1055.152.554.051.151.2C5053.241.5751.0850.66101.354.454.053.451.555.2298栋1层柱6-8/G-H1050.651.953.652.252.6C5051.881.0150.450.22100.451.050.451.352.752.4308栋1层柱6-8/J-K1055.354.156.756.253.8C5054.011.7451.3151.15102.354.653.452.951.351.9318栋1层柱13/M-N1053.052.052.053.152.6C5053.561.2251.9551.56103.155.055.354.854.053.8328栋1层柱6/k-L1050.254.355.053.153.9C5053.391.9250.1450.23100.554.550.155.652.554.6说 1：计算、评定严格参照《超声回弹综合法检测混凝土强度技术规程》(DBJ53/T-53-2013).2： 推定值应用规程fcu,e=mfc—1.645Sfc(6.2.6-3)式计算。

XX201225018R 第24页共31页序号构件名称位置测区数n测区混凝土强度换算值混凝土设计强度等级(MPa)测区混凝土强度换算值的平均值fccu(MPa)标准差Sfccu(MPa)测区混凝土强度换算值的最小值fccu,min(MPa)单个构件混凝土强度推定值fcu,e(MPa)达到设计强度百分比(%)338栋5层梁15-18/C-E1041.745.345.441.541.8C4043.41.6841.540.61101.545.943.643.043.741.9348栋5层梁4/A-D1045.441.144.041.543.4C4043.31.5441.140.76101.943.342.441.945.644.2358栋5层梁15-18/K-L1048.748.345.247.746.1C4046.01.7643.843.13107.846.644.744.143.845.1368栋5层柱7-C/E1056.653.056.854.155.1C5054.41.9751.051.20102.451.751.055.255.954.8378栋5层柱19/A-B1053.755.654.955.753.1C5054.91.2053.152.94105.956.956.354.654.454.0388栋5层柱8/M1053.953.755.751.851.3C5053.11.6250.150.46100.950.153.753.654.253.1398栋5层柱13/F-G1054.452.753.253.555.5C5054.41.0152.752.71105.454.455.655.554.354.7408栋5层柱18/M-N1054.954.454.656.855.8C5054.31.4551.951.88103.851.952.554.953.453.6说 1：计算、评定严格参照《超声回弹综合法检测混凝土强度技术规程》(DBJ53/T-53-2013).2： 推定值应用规程fcu,e=mfccu—1.645Sfccu(6.2.6-3)式计算。

XX201225018R 第25页共31页序号构件名称位置测区数n测区混凝土强度换算值混凝土设计强度等级(MPa)测区混凝土强度换算值的平均值fccu(MPa)标准差Sfccu(MPa)测区混凝土强度换算值的最小值fccu,min(MPa)单个构件混凝土强度推定值fcu,e(MPa)达到设计强度百分比(%)418栋7层梁1047.547.445.145.643.0C4044.72.2240.841.06102.615-18/F-G45.944.042.045.840.8428栋7层梁1044.943.943.743.842.9C4044.30.8742.942.90107.215-18/K-L44.944.044.045.745.4438栋7层梁1042.340.642.341.941.9C4042.91.7140.640.10129.23-6/K-L45.041.343.245.545.1448栋7层柱4/A-B1050.654.254.954.253.7C5053.91.3750.651.66103.054.255.754.053.054.6458栋7层柱13/G-H1052.052.551.954.053.3C5052.90.8551.951.48103.052.252.652.454.353.6468栋7层柱13/K-L1051.652.954.555.054.9C5053.91.6650.951.19102.453.554.756.255.050.9478栋7层柱7/C-E1052.753.855.953.955.7C5054.11.0052.752.47104.954.253.454.254.053.4488栋7层柱19/A-B1052.954.052.852.151.6C5052.60.9051.251.10102.251.253.551.752.953.0说 1：计算、评定严格参照《超声回弹综合法检测混凝土强度技术规程》(DBJ53/T-53-2013).2： 推定值应用规程fcu,e=mfc—1.645Sfc(6.2.6-3)式计算。

XX201225018R 第26页共31页序号构件名称位置测区数n测区混凝土强度换算值混凝土设计强度等级(MPa)测区混凝土强度换算值的平均值fccu(MPa)标准差Sfccu(MPa)测区混凝土强度换算值的最小值fccu,min(MPa)单个构件混凝土强度推定值fcu,e(MPa)达到设计强度百分比(%)498栋9层梁1036.135.336.536.035.7C3536.20.6335.335.20100.615-12/F-G37.136.737.235.836.1508栋9层梁1036.036.339.139.738.4C3538.01.4836.035.57101.63-6/K-L38.040.536.738.237.2518栋9层梁1038.338.837.937.935.0C3537.31.2235.0335.29100.815/K36.836.836.736.138.7528栋9层柱1045.248.447.248.848.4C4547.91.5345.1645.37100.815/J-K50.049.248.947.245.8538栋9层柱1047.647.447.445.647.7C4546.91.0545.445.19100.416-18/M47.945.848.245.446.1548栋9层柱1052.554.251.949.550.0C4550.71.7548.247.82106.313/J-L50.150.149.448.251.1558栋9层柱1050.150.051.747.649.0C4549.11.4646.446.72103.84/A-B46.448.649.548.649.7568栋9层柱1048.149.449.046.948.8C4548.31.8945.345.17100.47/C-E51.049.349.745.345.3说 1：计算、评定严格参照《超声回弹综合法检测混凝土强度技术规程》(DBJ53/T-53-2013).2： 推定值应用规程fcu,e=mfc—1.645Sfc(6.2.6-3)式计算。XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX检测报告XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX检测报告XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX201225018R计算、评定严格参照《超声回弹综合法检测混凝土强度技术规程》(DBJ53/T-53-2013).推定值应用规程fcu,e=mfc—1.645Sfc(6.2.6-3)式计算。2：XX201225018R计算、评定严格参照《超声回弹综合法检测混凝土强度技术规程》(DBJ53/T-53-2013).推定值应用规程fcu,e=mfc—1.645Sfc(6.2.6-3)式计算。2：序号构件名称位置测区数n测区混凝土强度换算值混凝土设计强度等级(MPa)测区混凝土强度换算值的平均值fccu(MPa)标准差Sfccu(MPa)测区混凝土强度换算值的最小值fccu,min(MPa)单个构件混凝土强度推定值fcu,e(MPa)达到设计强度百分比(%)578栋12层梁15-18/F-G1039.038.139.037.237.1C3537.90.9836.636.25103.636.637.936.739.237.7588栋12层梁15-18/K-L1038.337.938.239.836.2C3538.00.9536.236.43104.137.338.837.737.637.9598栋12层梁3-6/K-L1039.035.437.737.937.6C3537.81.1435.435.97102.837.737.637.438.439.7608栋12层柱3-6/F-G1047.145.647.346.847.0C4546.90.8545.645.53101.247.845.747.446.448.3618栋12层柱7/C-E1048.948.248.848.347.2C4547.31.2245.645.29100.645.746.745.646.547.0628栋12层柱6/K-L1049.548.247.747.146.5C4547.51.3145.145.31100.746.645.149.147.047.9638栋12层柱16-18/M1048.549.945.548.048.9C4547.51.3645.545.25100.647.146.347.646.247.0648栋12层柱13/J-L1047.846.547.247.248.0C4547.60.9946.445.97102.246.448.746.548.948.91:

XX201225018R 第28页共31页序号构件名称位置测区数n测区混凝土强度换算值混凝土设计强度等级(MPa)测区混凝土强度换算值的平均值fccu(MPa)标准差Sfccu(MPa)测区混凝土强度换算值的最小值fc .cu,min(MPa)单个构件混凝土强度推定值fecu,e(MPa)达到设计强度百分比(%)658栋14层梁3-6/K1040.136.641.441.740.6C3539.71.7336.636.88105.439.939.239.537.141.2668栋14层梁15-18/K-L1041.440.237.937.638.2C3539.21.6036.836.61104.636.838.939.541.240.7678栋14层梁3-6/F-G1038.037.335.837.036.1C3536.50.8635.335.04100.136.936.635.435.336.1688栋14层柱16-18/M1046.747.149.948.545.7C4547.21.1945.745.24100.546.446.846.946.946.9698栋14层柱5-6/K-G1047.946.845.746.145.9C4546.90.9245.745.37100.846.846.348.348.047.2708栋14层柱2/A-B1048.346.846.046.447.9C4547.00.9845.645.33100.745.648.047.845.946.8718栋14层柱6/F-G1046.245.347.050.548.8C4548.41.6745.345.64101.449.148.449.449.749.3728栋14层柱7/C-E1049.246.148.749.648.9C4550.01.8746.146.88104.251.451.252.651.450.4说 1：计算、评定严格参照《超声回弹综合法检测混凝土强度技术规程》(DBJ53/T-53-2013).2： 推定值应用规程fcu,e=mfc—1.645Sfc(6.2.6-3)式计算。

XX201225018R 第29页共31页序号