北京地標(biāo) 砼強(qiáng)度回彈自動(dòng)計(jì)算表

1、第 1 頁(yè)回彈法混凝土強(qiáng)度測(cè)試記錄回彈編號(hào)06-04工程名稱：康惠園19#樓測(cè)試部位：/A-K軸設(shè)計(jì)強(qiáng)度C25澆注時(shí)間2009.03.25攪拌方式預(yù)拌澆注方式泵送測(cè)區(qū)回彈值Ri碳化深度12345678910111213141516RM13941403736353839373634363941403938.0023938373737363539404132303937393837.8033432313734363534363231373635343634.8043637333538393437323539384037363836.805353938343736333538374035383941

2、3236.8064036353839323436373938373638403537.0073832393740383734333940383533393837.5083534373938353641323338373634383736.4093935383837333832404139383536393737.60103737393532403937394133373838373937.80測(cè)試狀態(tài)測(cè)試角度90回彈儀回彈儀編號(hào)回彈儀率定值回彈儀檢驗(yàn)證號(hào)測(cè)試人員測(cè)試人員上崗證號(hào)記錄人員平行檢驗(yàn)單位/A-K軸測(cè)試日期第 2 頁(yè)回彈法混凝土強(qiáng)度測(cè)試記錄回彈編號(hào)06-04工程名稱：康惠園19#樓測(cè)試

3、部位：八層頂板、梁13-6/A-N軸設(shè)計(jì)強(qiáng)度C25澆注時(shí)間2009.03.25攪拌方式預(yù)拌澆注方式泵送測(cè)區(qū)回彈值Ri碳化深度12345678910111213141516RM13638403738363439413837333541383637.3023937354039373634333638364039373837.3033736343335403637393136394137383636.6043133363839374036383735403736323936.9053537393740363334373931363938403737.1063837364139353431353638

4、413932353936.8073634353336373937413838373936403937.3083734333139384137323937363533373435.9093432383941383637393534363741393837.40103335374039373633383739403838373937.60測(cè)試狀態(tài)測(cè)試角度回彈儀回彈儀編號(hào)回彈儀率定值回彈儀檢驗(yàn)證號(hào)測(cè)試人員測(cè)試人員上崗證號(hào)記錄人員平行檢驗(yàn)單位總參工程兵第四設(shè)計(jì)研究院監(jiān)理部測(cè)試日期第 3 頁(yè)回彈法混凝土強(qiáng)度測(cè)試記錄回彈編號(hào)06-04工程名稱：康惠園19#樓測(cè)試部位：八層頂板、梁、樓梯13-20/A-N軸

5、設(shè)計(jì)強(qiáng)度C30澆注時(shí)間2009.03.23攪拌方式預(yù)拌澆注方式泵送測(cè)區(qū)回彈值Ri碳化深度12345678910111213141516RM13637344039353739333837364032333936.9023937353641383933363236403937363636.9033736343338373239403736353440393836.8043332353639413937363540383739363737.0053537403837393234363739413833353536.6063836343236373941403837363534393636.80735

6、37413937333136383736403837353937.0083638373631333539403739373635344136.5094038393534313638394037363240393337.30103133363439403737363538403937383837.10測(cè)試狀態(tài)測(cè)試角度回彈儀回彈儀編號(hào)回彈儀率定值回彈儀檢驗(yàn)證號(hào)測(cè)試人員測(cè)試人員上崗證號(hào)記錄人員平行檢驗(yàn)單位總參工程兵第四設(shè)計(jì)研究院監(jiān)理部測(cè)試日期第 4 頁(yè)回彈法混凝土強(qiáng)度測(cè)試記錄回彈編號(hào)06-04工程名稱：康惠園19#樓測(cè)試部位：八層頂板、梁、樓梯27-20/A-N軸設(shè)計(jì)強(qiáng)度C30澆注時(shí)間2009.03

7、.23攪拌方式預(yù)拌澆注方式泵送測(cè)區(qū)回彈值Ri碳化深度12345678910111213141516RM13937333537384139373532343841394037.5023538393440393337383940373736383737.6033735343337363538413938364032383736.8043638373539413433383640393732373937.3053837363432384139363537333640393837.0063334363739354038373239413736363736.80737383233373938354036

8、38374139363837.40832333736343540393837383940741393837.8093938363335343940373839413637373637.30103537343240393736413837333738393737.10測(cè)試狀態(tài)測(cè)試角度回彈儀回彈儀編號(hào)回彈儀率定值回彈儀檢驗(yàn)證號(hào)測(cè)試人員測(cè)試人員上崗證號(hào)記錄人員平行檢驗(yàn)單位總參工程兵第四設(shè)計(jì)研究院監(jiān)理部測(cè)試日期第 5 頁(yè)回彈法混凝土強(qiáng)度測(cè)試記錄回彈編號(hào)06-04工程名稱：康惠園19#樓測(cè)試部位：八層頂板、梁27-33/A-N軸設(shè)計(jì)強(qiáng)度C30澆注時(shí)間2009.03.26攪拌方式預(yù)拌澆注方式泵送測(cè)區(qū)回彈值

9、Ri碳化深度12345678910111213141516RM13738343340383932353739384136334037.3023937353439413835343336403937383336.9033534333238394038393735364139373637.0043332353738403937363841394038393737.9053839363837333541393732353840393837.6063637343341394039383632343738363536.6073940383735363337394133384139323437.40836

10、38394137383633343741383733353636.9093837353340373639413836373338373737.10103436384139353338374037363739383737.30測(cè)試狀態(tài)測(cè)試角度回彈儀回彈儀編號(hào)回彈儀率定值回彈儀檢驗(yàn)證號(hào)測(cè)試人員測(cè)試人員上崗證號(hào)記錄人員平行檢驗(yàn)單位總參工程兵第四設(shè)計(jì)研究院監(jiān)理部測(cè)試日期第 6 頁(yè)回彈法混凝土強(qiáng)度測(cè)試記錄回彈編號(hào)06-04工程名稱：康惠園19#樓測(cè)試部位：八層頂板、梁、樓梯38-33/A-N軸設(shè)計(jì)強(qiáng)度C30澆注時(shí)間2009.03.27攪拌方式預(yù)拌澆注方式泵送測(cè)區(qū)回彈值Ri碳化深度123456789101

11、11213141516RM13639373339403235373834353739403236.8023836323440353837394133373836353636.6033537393833364139373540323735343936.8043336384135373938364032373639383737.1053741393336373237383936343541393837.30636384039373633373632347353738363836.9073936403937363337363234353738363836.6084139373536373234373

12、833363937383937.0093839363332413740393837353433373636.80103435373940393836353432413937383536.90測(cè)試狀態(tài)測(cè)試角度回彈儀回彈儀編號(hào)回彈儀率定值回彈儀檢驗(yàn)證號(hào)測(cè)試人員測(cè)試人員上崗證號(hào)記錄人員平行檢驗(yàn)單位總參工程兵第四設(shè)計(jì)研究院監(jiān)理部測(cè)試日期康惠園1#住宅樓回彈法混凝土強(qiáng)度計(jì)算表回彈彈法混凝土強(qiáng)度記錄回彈編號(hào)06-04工程名稱康惠園19#樓測(cè)試部位/A-K軸設(shè)計(jì)強(qiáng)度C25澆筑時(shí)間2009.03.25攪拌方式預(yù)拌澆筑方式泵送測(cè)區(qū)回彈值測(cè)區(qū)38.037.834.836.836.837.037.536.437.6

13、37.8平均值角度-4.2-4.2-4.5-4.4-4.4-4.3-4.3-4.4-4.3-4.2修正值角度33.833.630.332.432.433.733.732.033.333.6修正后澆筑-1.7-1.7-2.0-1.8-1.8-1.7-1.7-1.8-1.7-1.7面修正值澆筑32.131.928.330.630.632.032.030.231.631.9面修正后平均碳化000000/深度值（mm）測(cè)區(qū)強(qiáng)度27.527.222.025.225.227.327.324.626.727.2值fcuc（N/mm2）強(qiáng)度計(jì)算值（N/mm2）26.01.821.95n10使用測(cè)區(qū)強(qiáng)度換回彈法

14、、超聲波回彈彈綜合法 算表名稱檢測(cè)泵送砼強(qiáng)度技術(shù)規(guī)程結(jié)論該構(gòu)件平行檢驗(yàn)混凝土強(qiáng)度推定值為混凝土設(shè)計(jì)強(qiáng)度87%測(cè)試人員計(jì)算人員復(fù)核人平行檢驗(yàn)單位/A-K軸測(cè)試日期康惠園1#住宅樓回彈法混凝土強(qiáng)度計(jì)算表ccufmin,ccufSccufm回彈彈法混凝土強(qiáng)度記錄回彈編號(hào)06-04工程名稱康惠園19#樓測(cè)試部位八層頂板、梁13-6/A-N軸設(shè)計(jì)強(qiáng)度C25澆筑時(shí)間2009.03.25攪拌方式預(yù)拌澆筑方式泵送測(cè)區(qū)回彈值測(cè)區(qū)37.337.336.636.937.136.837.335.937.437.6平均值角度/修正值角度/修正后澆筑-1.3-1.3-1.4-1.4-1.3-1.4-1.3-1.5-1.3

15、-1.3面修正值澆筑36.036.035.235.535.835.436.034.436.136.3面修正后平均碳化/深度值（mm）測(cè)區(qū)強(qiáng)度33.633.632.532.833.532.633.631.033.834.2值fcuc（N/mm2）強(qiáng)度計(jì)算值（N/mm2）33.10.931n10使用測(cè)區(qū)強(qiáng)度換回彈法、超聲波回彈彈綜合法 算表名稱檢測(cè)泵送砼強(qiáng)度技術(shù)規(guī)程結(jié)論該構(gòu)件平行檢驗(yàn)混凝土強(qiáng)度推定值為混凝土設(shè)計(jì)強(qiáng)度110%測(cè)試人員計(jì)算人員復(fù)核人平行檢驗(yàn)單位總參工程兵第四設(shè)計(jì)研究院監(jiān)理部測(cè)試日期康惠園1#住宅樓回彈法混凝土強(qiáng)度計(jì)算表ccufmin,ccufSccufm康惠園1#住宅樓回彈法混凝土強(qiáng)度

16、計(jì)算表回彈彈法混凝土強(qiáng)度記錄回彈編號(hào)06-04工程名稱康惠園19#樓測(cè)試部位八層頂板、梁、樓梯13-20/A-N軸設(shè)計(jì)強(qiáng)度C30澆筑時(shí)間2009.03.23攪拌方式預(yù)拌澆筑方式泵送測(cè)區(qū)回彈值測(cè)區(qū)36.936.936.837.036.636.837.036.537.337.1平均值角度/修正值角度/修正后澆筑-1.4-1.4-1.4-1.3-1.4-1.4-1.3-1.4-1.3-1.3面修正值澆筑35.535.535.435.735.235.435.735.136.035.8面修正后平均碳化/深度值（mm）測(cè)區(qū)強(qiáng)度32.832.832.633.132.532.633.132.133.633.5

17、值fcuc（N/mm2）強(qiáng)度計(jì)算值（N/mm2）32.90.532.1n10使用測(cè)區(qū)強(qiáng)度換回彈法、超聲波回彈彈綜合法 算表名稱檢測(cè)泵送砼強(qiáng)度技術(shù)規(guī)程結(jié)論該構(gòu)件平行檢驗(yàn)混凝土強(qiáng)度推定值為混凝土設(shè)計(jì)強(qiáng)度110%測(cè)試人員計(jì)算人員復(fù)核人平行檢驗(yàn)單位總參工程兵第四設(shè)計(jì)研究院監(jiān)理部測(cè)試日期康惠園1#住宅樓回彈法混凝土強(qiáng)度計(jì)算表回彈彈法混凝土強(qiáng)度記錄回彈編號(hào)06-04ccufmin,ccufSccufmccufmin,ccufSccufm工程名稱康惠園19#樓測(cè)試部位八層頂板、梁、樓梯27-20/A-N軸設(shè)計(jì)強(qiáng)度C30澆筑時(shí)間2009.03.23攪拌方式預(yù)拌澆筑方式泵送測(cè)區(qū)回彈值測(cè)區(qū)37.537.636.8

18、37.337.036.837.437.837.337.1平均值角度/修正值角度/修正后澆筑-1.3-1.3-1.4-1.3-1.3-1.4-1.3-1.3-1.3-1.3面修正值澆筑36.236.335.436.035.735.436.136.536.035.8面修正后平均碳化/深度值（mm）測(cè)區(qū)強(qiáng)度33.934.232.633.633.132.633.834.433.633.5值fcuc（N/mm2）強(qiáng)度計(jì)算值（N/mm2）33.50.632.6n10使用測(cè)區(qū)強(qiáng)度換回彈法、超聲波回彈彈綜合法 算表名稱檢測(cè)泵送砼強(qiáng)度技術(shù)規(guī)程結(jié)論該構(gòu)件平行檢驗(yàn)混凝土強(qiáng)度推定值為混凝土設(shè)計(jì)強(qiáng)度112%測(cè)試人員計(jì)算

19、人員復(fù)核人平行檢驗(yàn)單位總參工程兵第四設(shè)計(jì)研究院監(jiān)理部測(cè)試日期康惠園1#住宅樓回彈法混凝土強(qiáng)度計(jì)算表回彈彈法混凝土強(qiáng)度記錄回彈編號(hào)06-04ccufmin,ccufSccufm回彈彈法混凝土強(qiáng)度記錄回彈編號(hào)06-04工程名稱康惠園19#樓測(cè)試部位八層頂板、梁27-33/A-N軸設(shè)計(jì)強(qiáng)度C30澆筑時(shí)間2009.03.26攪拌方式預(yù)拌澆筑方式泵送測(cè)區(qū)回彈值測(cè)區(qū)37.336.937.037.937.636.637.436.937.137.3平均值角度/修正值角度/修正后澆筑-1.3-1.4-1.3-1.3-1.3-1.4-1.3-1.4-1.3-1.3面修正值澆筑36.035.535.736.636.

20、335.236.135.535.836.0面修正后平均碳化/深度值（mm）測(cè)區(qū)強(qiáng)度33.632.833.134.634.232.533.832.833.533.6值fcuc（N/mm2）強(qiáng)度計(jì)算值（N/mm2）33.40.732.45n10使用測(cè)區(qū)強(qiáng)度換回彈法、超聲波回彈彈綜合法 算表名稱檢測(cè)泵送砼強(qiáng)度技術(shù)規(guī)程結(jié)論該構(gòu)件平行檢驗(yàn)混凝土強(qiáng)度推定值為混凝土設(shè)計(jì)強(qiáng)度111%測(cè)試人員計(jì)算人員復(fù)核人平行檢驗(yàn)單位總參工程兵第四設(shè)計(jì)研究院監(jiān)理部測(cè)試日期康惠園1#住宅樓回彈法混凝土強(qiáng)度計(jì)算表回彈彈法混凝土強(qiáng)度記錄回彈編號(hào)06-04工程名稱康惠園19#樓ccufmin,ccufSccufm測(cè)試部位八層頂板、梁、

21、樓梯38-33/A-N軸設(shè)計(jì)強(qiáng)度C30澆筑時(shí)間2009.03.27攪拌方式預(yù)拌澆筑方式泵送測(cè)區(qū)回彈值測(cè)區(qū)36.836.636.837.137.336.936.637.036.836.9平均值角度/修正值角度/修正后澆筑-1.4-1.4-1.4-1.3-1.3-1.4-1.4-1.3-1.4-1.4面修正值澆筑35.435.235.435.836.035.535.235.735.435.5面修正后平均碳化/深度值（mm）測(cè)區(qū)強(qiáng)度32.632.532.633.533.632.832.533.132.632.8值fcuc（N/mm2）強(qiáng)度計(jì)算值（N/mm2）32.80.432.45n10使用測(cè)區(qū)強(qiáng)度

22、換回彈法、超聲波回彈彈綜合法 算表名稱檢測(cè)泵送砼強(qiáng)度技術(shù)規(guī)程結(jié)論該構(gòu)件平行檢驗(yàn)混凝土強(qiáng)度推定值為混凝土設(shè)計(jì)強(qiáng)度109%測(cè)試人員計(jì)算人員復(fù)核人平行檢驗(yàn)單位總參工程兵第四設(shè)計(jì)研究院監(jiān)理部測(cè)試日期ccufmin,ccufSccufm回彈法混凝土強(qiáng)度測(cè)試記錄回彈編號(hào)1層墻體1工程名稱：康惠園19#樓測(cè)試部位：40-44/J軸設(shè)計(jì)強(qiáng)度C35澆注時(shí)間2010.3.22攪拌方式預(yù)拌澆注方式泵送測(cè)區(qū)回彈值Ri碳化深度12345678910111213141516RM14245454439394443454248343735363541.1023645473642404048463642484546363842

23、.0033736484543424148394541354849443442.5044040454241484549454243434042443542.7054542464041424243454642484536423642.9063738414540454841424848453537384642.1073845394745464145414042453647373642.1084135413448414746454344453444384842.8094243414539454148393845484536483442.501042404541454942404643423436403

24、93441.40測(cè)試狀態(tài)干燥測(cè)試角度水平回彈儀HT225A回彈儀編號(hào)11205回彈儀率定值80正負(fù)2回彈儀檢驗(yàn)證號(hào)東昌字第10010274測(cè)試人員測(cè)試人員上崗證號(hào)記錄人員平行檢驗(yàn)單位北京建拓工程管理有限公司測(cè)試日期2010.6.2回彈法混凝土強(qiáng)度測(cè)試記錄回彈編號(hào)06-01工程名稱：康惠園1#住宅樓測(cè)試部位：一層二段墻體設(shè)計(jì)強(qiáng)度C35澆注時(shí)間攪拌方式預(yù)拌澆注方式泵送測(cè)區(qū)回彈值Ri碳化深度12345678910111213141516RM15541424148424942414041414141424241.5025241454240414140434132424242415141.6034143

25、424845434344384445414347424043.0044054364240424141454039464041404240.9053642393835345042403838394038394139.0064542394048383642383834404442383839.7073840424242414240403840414342404040.8084042384038423941383836383942404139.4094141404240424238423841424238414141.10104040424243454044383742444040393640.80

26、測(cè)試狀態(tài)測(cè)試角度回彈儀回彈儀編號(hào)回彈儀率定值回彈儀檢驗(yàn)證號(hào)測(cè)試人員測(cè)試人員上崗證號(hào)記錄人員平行檢驗(yàn)單位北京日日豪工程監(jiān)理有限責(zé)任公司測(cè)試日期2009.11.06回彈法混凝土強(qiáng)度測(cè)試記錄回彈編號(hào)06-01工程名稱：康惠園1#住宅樓測(cè)試部位：一層三段墻體設(shè)計(jì)強(qiáng)度C35澆注時(shí)間攪拌方式預(yù)拌澆注方式泵送測(cè)區(qū)回彈值Ri碳化深度12345678910111213141516RM14238464242404049403838504240425041.6024242423840444242404244384244404941.8034242414740444342403846404344383741.7044

27、042444242504244424350404246403842.3053944464243424741424140404044493941.9064138413646424041414146413838444641.0074146424144424638434042484442413842.2083839403642424242394338424238403640.2094039414240403937394239424446494040.50105238393644423741393936424238374039.50測(cè)試狀態(tài)測(cè)試角度回彈儀回彈儀編號(hào)回彈儀率定值回彈儀檢驗(yàn)證號(hào)測(cè)試人員測(cè)試

28、人員上崗證號(hào)記錄人員平行檢驗(yàn)單位北京日日豪工程監(jiān)理有限責(zé)任公司測(cè)試日期2009.11.06康惠園19#住宅樓回彈法混凝土強(qiáng)度計(jì)算表回彈彈法混凝土強(qiáng)度記錄回彈編號(hào)1層墻體1工程名稱康惠園19#樓測(cè)試部位40-44/J軸設(shè)計(jì)強(qiáng)度C35澆筑時(shí)間2010.3.22攪拌方式預(yù)拌澆筑方式泵送測(cè)區(qū)12345678910回彈值測(cè)區(qū)平均值41.142.042.542.742.942.142.142.842.541.4角度修正值/角度修正后/澆筑面修正值/澆筑面修正后/平均碳化深度（mm）/強(qiáng)度計(jì)算值42.544.145.145.445.844.344.345.645.143.0測(cè)區(qū)強(qiáng)度值（N/mm2）44.51

29、.142.5n=10使用測(cè)區(qū)強(qiáng)度換回彈法、超聲波回彈彈綜合法 算表名稱檢測(cè)泵送砼強(qiáng)度技術(shù)規(guī)程結(jié)論該構(gòu)件平行檢驗(yàn)混凝土強(qiáng)度推定值為混凝土設(shè)計(jì)強(qiáng)度127%測(cè)試人員計(jì)算人員復(fù)核人平行檢驗(yàn)單位北京建拓工程管理有限公司測(cè)試日期2010.6.2康惠園19#住宅樓回彈法混凝土強(qiáng)度計(jì)算表ccufmin,ccufSccufm回彈彈法混凝土強(qiáng)度記錄回彈編號(hào)06-01工程名稱康惠園19#樓測(cè)試部位一層二段墻體設(shè)計(jì)強(qiáng)度C35澆筑時(shí)間1899/12/31攪拌方式預(yù)拌澆筑方式泵送測(cè)區(qū)回彈值測(cè)區(qū)平均值41.541.643.040.939.039.740.839.441.140.8角度修正值/角度修正后/澆筑面修正值/澆筑面

30、修正后/平均碳化深度（mm）/強(qiáng)度計(jì)算值43.243.446.042.138.740.041.939.442.541.9測(cè)區(qū)強(qiáng)度值（N/mm2）41.92.138.7n=10使用測(cè)區(qū)強(qiáng)度換回彈法、超聲波回彈彈綜合法 算表名稱檢測(cè)泵送砼強(qiáng)度技術(shù)規(guī)程結(jié)論該構(gòu)件平行檢驗(yàn)混凝土強(qiáng)度推定值為混凝土設(shè)計(jì)強(qiáng)度120%測(cè)試人員計(jì)算人員復(fù)核人平行檢驗(yàn)單位北京日日豪工程監(jiān)理有限責(zé)任公司測(cè)試日期2009.11.06康惠園19#住宅樓回彈法混凝土強(qiáng)度計(jì)算表ccufmin,ccufSccufm康惠園19#住宅樓回彈法混凝土強(qiáng)度計(jì)算表回彈彈法混凝土強(qiáng)度記錄回彈編號(hào)06-01工程名稱康惠園19#樓測(cè)試部位一層三段墻體設(shè)計(jì)強(qiáng)

31、度C35澆筑時(shí)間1899/12/31攪拌方式預(yù)拌澆筑方式泵送測(cè)區(qū)回彈值測(cè)區(qū)平均值41.641.841.742.341.941.042.240.240.539.5角度修正值/角度修正后/澆筑面修正值/澆筑面修正后/平均碳化深度（mm）/強(qiáng)度計(jì)算值43.443.843.644.744.042.344.540.841.439.6測(cè)區(qū)強(qiáng)度值（N/mm2）42.81.739.6n=10使用測(cè)區(qū)強(qiáng)度換回彈法、超聲波回彈彈綜合法 算表名稱檢測(cè)泵送砼強(qiáng)度技術(shù)規(guī)程結(jié)論該構(gòu)件平行檢驗(yàn)混凝土強(qiáng)度推定值為混凝土設(shè)計(jì)強(qiáng)度122%測(cè)試人員計(jì)算人員復(fù)核人平行檢驗(yàn)單位北京日日豪工程監(jiān)理有限責(zé)任公司測(cè)試日期2009.11.06

32、ccufmin,ccufSccufm平均回彈值Rm碳化深度cm不同澆筑面的回彈值修正值平均值計(jì)算和表面修正值底面修正值1225.017.620.02.5-3.025.117.820.02.5-3.025.217.920.12.5-3.025.318.020.22.5-3.025.418.120.32.5-3.025.518.320.42.5-3.025.618.420.52.5-3.025.718.520.62.5-3.025.818.620.72.5-3.025.918.820.82.5-3.026.018.920.92.4-2.926.119.021.02.4-2.926.219.121.

33、12.4-2.926.319.321.22.4-2.926.419.421.32.4-2.926.519.521.42.4-2.926.619.621.52.4-2.926.719.821.62.4-2.926.819.921.72.4-2.926.920.121.82.4-2.927.020.221.92.3-2.827.120.322.02.3-2.827.220.422.12.3-2.827.320.622.22.3-2.827.420.722.32.3-2.827.520.922.42.3-2.827.621.022.52.3-2.827.721.122.62.3-2.827.821.

34、222.72.3-2.827.921.422.82.3-2.828.021.522.92.2-2.728.121.723.02.2-2.728.221.823.12.2-2.728.322.023.22.2-2.728.422.123.32.2-2.728.522.223.42.2-2.728.622.323.52.2-2.728.722.523.62.2-2.728.822.623.72.2-2.728.922.823.82.2-2.729.022.923.92.1-2.629.123.124.02.1-2.629.223.224.12.1-2.6tmRbmRtmRbmR29.323.424

35、.22.1-2.629.423.524.32.1-2.629.523.624.42.1-2.629.623.724.52.1-2.629.723.924.62.1-2.629.824.024.72.1-2.629.924.224.82.1-2.630.024.324.92.0-2.530.124.525.02.0-2.530.224.625.12.0-2.530.324.825.22.0-2.530.424.925.32.0-2.530.525.125.42.0-2.530.625.225.52.0-2.530.725.425.62.0-2.530.825.525.72.0-2.530.925

36、.725.82.0-2.531.025.825.91.9-2.431.126.026.01.9-2.431.226.126.11.9-2.431.326.326.21.9-2.431.426.426.31.9-2.431.526.626.41.9-2.431.626.726.51.9-2.431.726.926.61.9-2.431.827.026.71.9-2.431.927.226.81.9-2.432.027.326.91.8-2.332.127.527.01.8-2.332.227.627.11.8-2.332.327.827.21.8-2.332.427.927.31.8-2.332

37、.528.127.41.8-2.332.628.227.51.8-2.332.728.427.61.8-2.332.828.527.71.8-2.332.928.727.81.8-2.333.028.827.91.7-2.233.129.028.01.7-2.233.229.128.11.7-2.233.329.328.21.7-2.233.429.428.31.7-2.233.529.628.41.7-2.233.629.728.51.7-2.233.729.928.61.7-2.233.830.028.71.7-2.233.930.228.81.7-2.234.030.328.91.6-2

38、.134.130.529.01.6-2.134.230.729.11.6-2.134.330.929.21.6-2.134.431.029.31.6-2.134.531.229.41.6-2.134.631.329.51.6-2.134.731.529.61.6-2.134.831.629.71.6-2.134.931.829.81.6-2.135.031.929.91.5-2.035.132.130.01.5-2.035.232.330.11.5-2.035.332.530.21.5-2.035.432.630.31.5-2.035.532.830.41.5-2.035.632.930.51

39、.5-2.035.733.130.61.5-2.035.833.330.71.5-2.035.933.530.81.5-2.036.033.630.91.4-1.936.133.831.01.4-1.936.233.931.11.4-1.936.334.131.21.4-1.936.434.231.31.4-1.936.534.431.41.4-1.936.634.631.51.4-1.936.734.831.61.4-1.936.834.931.71.4-1.936.935.131.81.4-1.937.035.331.91.3-1.837.135.532.01.3-1.837.235.63

40、2.11.3-1.837.335.832.21.3-1.837.435.932.31.3-1.837.536.132.41.3-1.837.636.332.51.3-1.837.736.532.61.3-1.837.836.632.71.3-1.837.936.832.81.3-1.838.037.032.91.2-1.738.137.233.01.2-1.738.237.333.11.2-1.738.337.533.21.2-1.738.437.633.31.2-1.738.537.833.41.2-1.738.638.033.51.2-1.738.738.233.61.2-1.738.83

41、8.333.71.2-1.738.938.533.81.2-1.739.038.733.91.1-1.639.138.934.01.1-1.639.239.034.11.1-1.639.339.234.21.1-1.639.439.434.31.1-1.639.539.634.41.1-1.639.639.834.51.1-1.639.740.034.61.1-1.639.840.134.71.1-1.639.940.334.81.1-1.640.040.534.91.0-1.540.140.735.01.0-1.540.240.835.11.0-1.540.341.035.21.0-1.54

42、0.441.235.31.0-1.540.541.435.41.0-1.540.641.635.51.0-1.540.741.835.61.0-1.540.841.935.71.0-1.540.942.135.81.0-1.541.042.335.90.9-1.441.142.536.00.9-1.441.242.636.10.9-1.441.342.836.20.9-1.441.443.036.30.9-1.441.543.236.40.9-1.441.643.436.50.9-1.441.743.636.60.9-1.441.843.836.70.9-1.441.944.036.80.9-

43、1.442.044.136.90.8-1.342.144.337.00.8-1.342.244.537.10.8-1.342.344.737.20.8-1.342.444.937.30.8-1.342.545.137.40.8-1.342.645.237.50.8-1.342.745.437.60.8-1.342.845.637.70.8-1.342.945.837.80.8-1.343.046.037.90.7-1.243.146.238.00.7-1.243.246.438.10.7-1.243.346.638.20.7-1.243.446.838.30.7-1.243.547.038.4

44、0.7-1.243.647.138.50.7-1.243.747.338.60.7-1.243.847.538.70.7-1.243.947.738.80.7-1.244.047.938.90.6-1.144.148.139.00.6-1.144.248.339.10.6-1.144.348.539.20.6-1.144.448.739.30.6-1.144.548.939.40.6-1.144.649.139.50.6-1.144.749.339.60.6-1.144.849.539.70.6-1.144.949.739.80.6-1.145.049.939.90.5-1.045.150.1

45、40.00.5-1.045.250.340.10.5-1.045.350.540.20.5-1.045.450.640.30.5-1.045.550.840.40.5-1.045.651.040.50.5-1.045.751.240.60.5-1.045.851.440.70.5-1.045.951.640.80.5-1.046.051.840.90.4-0.946.152.041.00.4-0.946.252.241.10.4-0.946.352.441.20.4-0.946.452.641.30.4-0.946.552.841.40.4-0.946.653.041.50.4-0.946.753.241.60.4-0.946.853.441.70.4-0.946.953.641.80.4-0.947.053.841.90.3-0.847.154.142.00.3-0.847.254.342.10.3-0.847.354.542.20.3-0.847.454.742.30.3-0.847.554.942.40.3-0.847.655.142.50.3-0.847.755.342.60.3-0.847.855.542.70.3