混凝土强度回弹法碳化深度自动计算

1、楼 层构件 类型强度 设计 等级测区 编号回弹值平均 值12345678910111213141516A1栋1层柱351 13234363638423635343840444032383836.923034353236383435343232383435363434.3-2层柱3513234353236373434403534343435343234.324235383538414132343234383439323536.0梁板301 :3941403836403834323532353532384036.824136393944343936423836424044434239.83层柱35

2、134323838404032383030353232333333342 I3534373434343732343430353535343234.3梁板3013432393440323734353234313232323533.42 :33343935353434343434323234313435344层柱3513433312730343432323233303334343332.723434343634403236363636342734363434.8梁板3013636303636383740363240353538383936.62453632343034323234343332323

3、2403533.25层柱301 131 132353430323034303232323232303331.823832343032343432413530323430323232.8梁板301 13232343534343140303232323034303532.7230323232343032353232303234383230326层柱3013232303434344132443234333534403633.823432323234353132323436343435393733.6梁板3013634343632343538323131303428353233.32 13632353

4、432323032343532313432323232.67层柱30137423538343938373539393939363839382；404041；3535384140393547393935383538.3梁板30140404444454042414442424243433941422 :3535423536413031283028343834343433.88层柱301 I3430323034333035302933323231323231.723834333339313032293029342828343031.6梁板301 130322830283030303634313632

5、36353331.723435,283029283229293433353033333231.59层柱3013530283636332932363034323134333432.823431353636382835353838363633363535.4梁板301 :3635333335353731343635313535313234.223535363132343432313231343034323232.710层柱3013430352828303134323138363231342831.92；2835343436343838363132303834292833.6梁板3013634363

6、736363235363135363535353835.523135353636353535363732343540333535.111层柱3013634363536363536333235343134363234.823236353535353636363536353333373635.413637353138303334343335343435343434.2梁板 30层2383735363734353633313435303335383512层柱2512827293526282928322828333128282628.5230283030362630283230282630242625

7、28.6梁板251 :3228333334343034353532333435323833.423234353335343434333335343238383033.913层柱2512829292528262826263228293029362928.32 I31 I32343330313332323632333338363232.6梁板2513231303332303024253232333030323331.122928252428263027273029282829282928.114层柱2513428463232303832454836332926402833.62：343033322

8、8313130322932292831303030.6梁板2512832362731353428333028343131353031.42 :3332363428333434302933342931333432.715层柱2513130333232313025333832303431302531.222327322932323128343527252332282829.4梁板251 12834303026313333323134302531323431.323136303334333031333435302834323032.116层柱251 13530'I28302829302831

9、29282629283029.123232303333343030313034343230303131.4梁板251 1323230343031303430312820393031333123025282640272733342728313028242428.2A2栋1层柱3513742404445444038375237433942384140.72 :4248504646434843463649425046494245.7-2层柱351 137364113936343234353240383634323635.623736343634373432324032363433323034.1梁板

10、301 14039434041424040394334303039363839.223540353240364040424240404038404039.43层柱351 J4042393538423838434140344034353338.423937353440373533353736353530303435.3梁板301 ：3436343233343522353440353039353434.323535353435424244323034343234333034.14层柱3513039393832323434323433403034363734.42 13932373440323638

11、313235363138383435.2梁板3013634,413234353430343438353032433534.323734343141393636323636393022343434.95层柱3014145424032383834303435353432313035.223635343830333236343435333233463434.1梁板3013335343538383432353234343846323234.4234323330353532盅J313832302230303832.26层柱301 13634403440384130343239343833353235.5

12、23535,393536394144353535353634333235.6梁板3013034334033323030333330323332353432 523230323530283035323030282230323230.87层柱30128272730303231343026313230313029302 :3230332936302830283229283029303130梁板3013938363438393834353740403638404437.92 :3738403841323642403336434132343737.78层柱301 13430323034333029353

13、032333231323231.723230303034314028313233323027283331.1梁板301 I3231 I323034363033333434353234343132.923431323330303334302831302829343231.29层柱3013430283033333432323033332830302731.323433353632343842404446384243363637.7梁板301 :31：33333436353231283130322930313331.723032383229323332293033313030303030.910层柱

14、3013836323639373833293233313438383134.92 I464241；3845363632384446454545464842.9梁板3013430323336333234332829313134363332.62333431：2832352731283134323332333532.211层柱3013234343636343634343438323935323034.32 :3432343240343233333234303035323332.9梁板3013838343538373532413436363332373235.52353234353634363535

15、3032343534344034.512层柱251 13232303333343030313034343230303131.423132333431343034343534303631313932.8梁板251 ；31；3231；3131343135323433333133333332.223232303430313031303128203930313330.813层柱2513134344032343431313534353632343633.823530343434303430342824363436353533.4梁板251303132323331302533383230343130253

16、1.223133343532303432343232343230303232.414层柱2513433323031293036343532303133314032.12；3741434231434032453034324032343636.8梁板2512929282726292425242727262030292526.92 "2823262824222426262422242426242724.815层柱2513535303025253025343029293030302529.32343431：3628283029333?28283834312931.1梁板25134283030

17、26322726282526272728283027.9225302840262727333427283130-28242428.216层柱251 1302827323024383230343638223232303122428302927302428282727302629263027.9梁板251 :2426262624252825252424272622242424.922827383627272624242728272530252426.7测量日期：2011年2月24日测量 角度浇筑 面碳化 深度强度 换算 值泵送 下修 正值修正 后值强度推 定值水平侧面132.94.537.433.

18、0水平侧面128.54.533.0水平侧面128.54.533.0 133.0水平侧面131.24.535.7 1水平侧面132.74.537.237.2水平侧面138.04.542.5水平侧面128.04.532.532.5水平侧面128.54.533.0水平侧面127.14.531.631.6水平1侧面128.04.532.5 1水平侧面126.14.530.630.6水平侧面129.24.533.7水平侧面132.44.536.931.3水平侧面126.84.531.3水平侧面124.64.529.1 129.1水平侧面126.24.530.7水平侧面126.14.530.6 29.4水

19、平侧面124.94.529.4水平侧面127.74.532.231.9水平侧面127.44.531.9水平侧面127.04.531.530.4水平侧面125.94.530.4水平侧面134.94.539.439.4水平侧面135.44.539.9 1水平侧面142.23.846.032.2水平侧面127.74.532.2水平侧面124.54.529.028.8水平侧面124.34.528.8水平侧面124.54.529.0 128.7水平侧面124.24.528.7水平侧面126.24.530.7 130.7水平侧面130.24.534.7水平侧面128.34.532.830.6水平侧面126

20、.14.530.6 1水平侧面124.84.529.3 129.3水平侧面127.44.531.9 1水平侧面130.44.534.934.3水平侧面129.84.534.3水平侧面129.24.533.7 133.7水平侧面130.24.534.7水平侧面128.34.532.832.8水平1侧面129.64.534.1水平侧面119.94.524.4 24.4水平侧面120.04.524.5水平侧面127.14.531.631.6水平侧面127.94.532.4水平侧面119.64.524.124.1水平侧面125.94.530.4水平侧面123.64.528.123.9水平侧面119.4

21、4.523.9水平侧面127.44.531.927.3水平侧面122.84.527.3水平侧面124.14.528.628.6水平侧面126.14.530.6 1水平侧面123.74.528.225.6水平侧面121.14.525.6水平侧面123.94.528.428.4水平侧面125.14.529.6水平侧面120.74.525.2 25.2水平侧面124.14.528.6水平侧面123.44.527.9 24.0水平侧面119.54.524.0水平侧面139.64.544.144.1水平侧面150.01.551.5水平1侧面130.64.535.132.7水平侧面128.24.532.7

22、水平侧面137.04.541.541.5水平侧面137.34.541.8水平侧面135.64.540.1 34.6水平侧面130.14.534.6K平侧面128.54.533.032.7水平1侧面128.24.532.7水平侧面128.64.533.133.1水平侧面 1129.94.534.4 水平侧面 1128.54.533.033.0水平侧面129.44.533.9 1水平侧面129.94.534.432.7水平侧面128.24.532.7K平侧面128.64.533.129.8水平侧面125.34.529.8水平侧面130.44.534.934.9水平侧面130.64.535.1水平侧面125 84.530.327.6水平侧面123.14.527.6