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{"sheet":"Град завсмость","index":0,"n_rows":19,"n_cols":13,"rows_kept":19,"cut":false,"hidden":false,"merged":[[3,5,17,5],[3,6,17,6],[0,0,0,7],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,1,7]]}
["Таблца №1"]
["№ Серии","Возраст бетона, условя тверденя","Прочность бетона при сжатии Rф, Мпа","Среднее значение прочности контролруемого участка по прибору, Мпа"]
[null,null,null,"Среднее значение прочности бетона контрольн. участка Rнi, Мпа","Среднее значение прочности бетона контрольн. участка после уточнения Rн ут, Мпа","Коэффицент совпадения Кс","Среднеквадратическое совпадение Sтнм построенной градуировочной зависмости (Е.7 ГОСТ22690-2015)","Результаты удовлетворяющие условию п.Е6 ГОСТ22690-2015 "]
[1,"28 сут., нормальное, t=23±3С°",34.799999999999997,35.799999999999997,35.23749681147244,0.97450980392156838,0.67496621691138892,0.64817586497055457]
[2,"28 сут., нормальное, t=23±3С°",35.6,36.200000000000003,36.09231633232951,null,null,0.72939403483380705]
[3,"28 сут., нормальное, t=23±3С°",35,36.299999999999997,35.372037443426834,null,null,0.55119416958267642]
[4,"28 сут., нормальное, t=23±3С°",33.799999999999997,33.9,34.822179879658599,null,null,1.514416357512002,null,null,null,null,0.69]
[5,"28 сут., нормальное, t=23±3С°",35.799999999999997,36.4,35.994665754805197,null,null,0.28840814536760195,null,null,null,null,{"$f":"(M7/C19)*100","v":{"$error":"#NAME?"}}]
[6,"28 сут., нормальное, t=23±3С°",34.6,35.1,34.7184380149925,null,null,0.17547250814191176]
[7,"28 сут., нормальное, t=23±3С°",34.299999999999997,35.799999999999997,34.942980454061129,null,null,0.95261131290892942]
[8,"28 сут., нормальное, t=23±3С°",35.299999999999997,35.9,35.721033376829737,null,null,0.62378437065541981]
[9,"28 сут., нормальное, t=23±3С°",34.799999999999997,35.5,35.186464111287897,null,null,0.57256808060163378]
[10,"28 сут., нормальное, t=23±3С°",35.700000000000003,36.1,35.848299211666159,null,null,0.21971353224871903,null,null,null,{"$f":"SQRT(G4^2+0.02^2)","v":0.67526246302580162}]
[11,"28 сут., нормальное, t=23±3С°",35.4,36.6,36.198007419937078,null,null,1.1822923872971307]
[12,"28 сут., нормальное, t=23±3С°",35.799999999999997,36.9,36.413306807244112,null,null,0.90864815434848811]
[13,"28 сут., нормальное, t=23±3С°",34.6,36.799999999999997,35.625391096990803,null,null,1.5191739546357439]
[14,"28 сут., нормальное, t=23±3С°",35.299999999999997,35.6,35.837057546762402,null,null,0.79568063305442616]
[15,"28 сут., нормальное, t=23±3С°",34.6,36.1,35.667102843549955,null,null,1.5809722276663889]
[null,null,{"$f":"ср","v":{"$error":"#NAME?"}},35.94285714285715,35.57845180700096]

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["Дата бетонирования","№ контролируемого участка","Среднее значение прочности бетона контролруемого участка (косвенная характерстика), Мпа","К совпадения","Среднее значение прочности бетона контрольного участка уточненое, Мпа",null,"К вариации прочности бетона V, рассчтанный по ГОСТ 18105-2010 ф.(7), %","Коэффциент требуемой прочности Кт принимают по таблице 2 ГОСТ 18105-2010","Sнм прочности бетона в партии, расчтанное по формуле (2) ГОСТ 18105-2010","Класс (Вф) в промежуточном возрасте в контролируемой партии конструкций по результатам результ. сплошного неразр. контроля прочности по ГОСТ 18105-2010"]
[null,null,null,null,"частное","среднее Rm"]
[1,2,4,5,null,7,8,9,10,11]
["2016-07-16",7,29.29,0.97,{"$f":"C4-0.67","v":28.619999999999997},{"$f":"AVERAGEA(E4:E28)","v":30.307199999999998},{"$f":"(AI4/F4)*100","v":8.6753876629682445},1.07,{"$f":"_xlfn.STDEV.S(E4:E25)","v":2.0507870414008105},{"$f":"F4/H4","v":28.324485981308406},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sм=","(",{"$f":"I4","v":2.0507870414008105},"+",0.67,")",1,"=",{"$f":"(AC4+AE4/AE5)*(AG4/(0.7*0.76+0.3))","v":2.6292670897911115},"Sнм=","√",{"$f":"(E4-$F$4)^2+(E5-$F$4)^2+(E6-$F$4)^2+(E7-$F$4)^2+(E8-$F$4)^2+(E9-$F$4)^2+(E10-$F$4)^2+(E11-$F$4)^2+(E12-$F$4)^2+(E13-$F$4)^2+(E14-$F$4)^2+(E15-$F$4)^2+(E16-$F$4)^2+(E17-$F$4)^2+(E18-$F$4)^2+(E19-$F$4)^2+(E20-$F$4)^2+(E21-$F$4)^2+(E22-$F$4)^2+(E23-$F$4)^2+(E24-$F$4)^2+(E25-$F$4)^2+(E26-$F$4)^2+(E27-$F$4)^2+(E28-$F$4)^2","v":94.783304000000015},"=",{"$f":"SQRT(AL4/AL5)","v":1.9872856697851302},"V","=",{"$f":"AI4","v":2.6292670897911115},"*100","=",{"$f":"AQ4/AQ5*100","v":8.6753876629682445},"Вф",{"$f":"F4","v":30.307199999999998},"=",{"$f":"AV4/AV5","v":28.324485981308406},"Вф","=",{"$f":"AX4","v":28.324485981308406},"*100","=",{"$f":"BA4/BA5*100","v":113.29794392523362}]
[null,8,29.85,null,{"$f":"C5-0.67","v":29.18},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SQRT(COUNT(E4:E28)-1)","v":4.8989794855663558},null,"0,7*0,76+0,3",null,null,null,null,{"$f":"COUNT(E4:E28)-1","v":24},null,null,null,null,{"$f":"F4","v":30.307199999999998},null,null,null,null,{"$f":"H4","v":1.07},null,null,null,null,25]
[null,9,33.69,null,33.019999999999996,null,null,null,null,null,null,{"$f":"BD4","v":113.29794392523362}]
[null,10,32.75,null,32.08,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sм=","(",{"$f":"I29","v":2.1969183946838884},"+",0.67,")",1,"=",{"$f":"(AC7+AE7/AE8)*(AG7/(0.7*0.76+0.3))","v":2.825272760068708},"Sнм=","√",{"$f":"(E29-F29)^2+(E30-F29)^2+(E31-F29)^2+(E32-F29)^2+(E33-F29)^2+(E34-F29)^2+(E35-F29)^2+(E36-F29)^2+(E37-F29)^2+(E38-F29)^2+(E39-F29)^2+(E40-F29)^2+(E41-F29)^2+(E42-F29)^2+(E43-F29)^2+(E44-F29)^2+(E45-F29)^2+(E46-F29)^2+(E47-F29)^2+(E48-F29)^2","v":99.447079999999971},"=",{"$f":"SQRT(AL7/AL8)","v":2.2878061198679536},"V","=",{"$f":"AI7","v":2.825272760068708},"*100","=",{"$f":"AQ7/AQ8*100","v":9.4031576917683157},"Вф",{"$f":"F29","v":30.045999999999999},"=",{"$f":"AV7/AV8","v":27.565137614678896},"Вф","=",{"$f":"AX7","v":27.565137614678896},"*100","=",{"$f":"BA7/BA8*100","v":110.26055045871558}]
[null,16,28.88,null,28.209999999999997,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SQRT(COUNT(E29:E48)-1)","v":4.358898943540674},null,"0,7*0,76+0,3",null,null,null,null,{"$f":"COUNT(E29:E48)-1","v":19},null,null,null,null,{"$f":"F29","v":30.045999999999999},null,null,null,null,{"$f":"H29","v":1.0900000000000001},null,null,null,null,25]
[null,17,32.159999999999997,null,31.489999999999995]
[null,18,33.43,null,32.76,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Sм=","(",{"$f":"I49","v":2.1688117919138556},"+",0.67,")",1,"=",{"$f":"(AC10+AE10/AE11)*(AG10/(0.7*0.76+0.3))","v":2.7711237610808293},"Sнм=","√",{"$f":"(E49-F49)^2+(E50-F49)^2+(E51-F49)^2+(E52-F49)^2+(E53-F49)^2+(E54-F49)^2+(E55-F49)^2+(E56-F49)^2+(E57-F49)^2+(E58-F49)^2+(E59-F49)^2+(E60-F49)^2+(E61-F49)^2+(E62-F49)^2+(E63-F49)^2+(E64-F49)^2+(E65-F49)^2+(E66-F49)^2+(E67-F49)^2+(E68-F49)^2+(E69-F49)^2+(E70-F49)^2+(E71-F49)^2","v":104.2824608695652},"=",{"$f":"SQRT(AL10/AL11)","v":2.1771797945294984},"V","=",{"$f":"AI10","v":2.7711237610808293},"*100","=",{"$f":"AQ10/AQ11*100","v":9.0260782723944715},"Вф",{"$f":"F49","v":30.701304347826081},"=",{"$f":"AV10/AV11","v":28.692807801706618},"Вф","=",{"$f":"AX10","v":28.692807801706618},"*100","=",{"$f":"BA10/BA11*100","v":114.77123120682646}]
[null,19,33.14,null,32.47,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"SQRT(COUNT(E10:E34)-1)","v":4.8989794855663558},null,"0,7*0,76+0,3",null,null,null,null,{"$f":"COUNT(E49:E71)-1","v":22},null,null,null,null,{"$f":"F49","v":30.701304347826081},null,null,null,null,{"$f":"H49","v":1.07},null,null,null,null,25]
[null,27,33.89,null,33.22]
[null,28,27.68,null,{"$f":"C13-0.67","v":27.009999999999998},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Дата бетонрования:",null,null,null,null,null,{"$f":"A4","v":"2016-07-16"},"-",{"$f":"A49","v":"2016-07-18"}]
[null,29,30.02,null,29.349999999999998,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Дата испытания:",null,null,null,null,{"$f":"AI13+28","v":"2016-08-15"}]
[null,30,33.96,null,33.29]
[null,33,30.11,null,29.439999999999998]
[null,34,30.72,null,30.049999999999997]
[null,35,31.7,null,31.029999999999998]
[null,39,27.56,null,26.889999999999997,null,null,null,null,null,null,null,null,null,null,null,"Вывод: по результатам проведенных испытаний средняя прочность бетона "]
[null,46,30.15,null,29.479999999999997,null,null,null,null,null,null,null,null,null,null,null,"конструкций составла:",null,null,null,null,null,null,null,{"$f":"F4","v":30.307199999999998},"Мпа, что соответсвует значеню условного класса "]
[null,47,30.06,null,29.389999999999997,null,null,null,null,null,null,null,null,null,null,null,"Вф","=",{"$f":"J4","v":28.324485981308406},"(",{"$f":"BD4","v":113.29794392523362},"%",")"]
[null,48,30.06,null,29.389999999999997]
[null,56,29.54,null,28.869999999999997,null,null,null,null,null,null,null,null,null,null,null,"Вывод: по результатам проведенных испытаний средняя прочность бетона "]
[null,57,28.68,null,28.009999999999998,null,null,null,null,null,null,null,null,null,null,null,"конструкций составла:",null,null,null,null,null,null,null,{"$f":"F29","v":30.045999999999999},"Мпа, что соответсвует значеню условного класса "]
[null,58,33.29,null,32.619999999999997,null,null,null,null,null,null,null,null,null,null,null,"Вф","=",{"$f":"J29","v":27.565137614678896},"(",{"$f":"BD7","v":110.26055045871558},"%",")"]
[null,66,29.36,null,28.689999999999998]
[null,67,31.65,null,30.979999999999997,null,null,null,null,null,null,null,null,null,null,null,"Вывод: по результатам проведенных испытаний средняя прочность бетона "]
[null,68,32.81,null,32.14,null,null,null,null,null,null,null,null,null,null,null,"конструкций составла:",null,null,null,null,null,null,null,{"$f":"F49","v":30.701304347826081},"Мпа, что соответсвует значеню условного класса "]
[{"$f":"A4+1","v":"2016-07-17"},1,29.41,null,28.74,{"$f":"AVERAGEA(E29:E48)","v":30.045999999999999},{"$f":"(AI7/F29)*100","v":9.4031576917683157},1.0900000000000001,{"$f":"_xlfn.STDEV.S(E26:E47)","v":2.1969183946838884},{"$f":"F29/H29","v":27.565137614678896},null,null,null,null,null,null,"Вф","=",{"$f":"J49","v":28.692807801706618},"(",{"$f":"BD10","v":114.77123120682646},"%",")"]
[null,2,32.56,null,31.89]
[null,3,31.99,null,31.319999999999997]
[null,4,27.45,null,26.779999999999998]
[null,5,32.61,null,31.939999999999998]
[null,6,28.16,null,27.49]
[null,11,32.56,null,31.89]
[null,12,32.979999999999997,null,32.309999999999995,null,null,null,null,null,null,{"$f":"BD7","v":110.26055045871558}]
[null,13,27.83,null,27.159999999999997]
[null,14,33.51,null,32.839999999999996]
[null,15,33.51,null,32.839999999999996]
[null,20,31.61,null,30.939999999999998]
[null,21,32.47,null,31.799999999999997]
[null,22,30.08,null,29.409999999999997]
[null,23,30.23,null,29.56]
[null,24,31.49,null,30.819999999999997]
[null,25,27.16,null,26.49]
[null,26,28.19,null,27.52]
[null,32,27.53,null,26.86]
[null,31,32.99,null,32.32]
[{"$f":"A29+1","v":"2016-07-18"},36,31.57,null,30.9,{"$f":"AVERAGEA(E49:E71)","v":30.701304347826081},{"$f":"(AI10/F49)*100","v":9.0260782723944715},1.07,{"$f":"_xlfn.STDEV.S(E48:E69)","v":2.1688117919138556},{"$f":"F49/H49","v":28.692807801706618}]
[null,37,30.53,null,29.86]
[null,38,28.12,null,27.45]
[null,40,27.03,null,26.36]
[null,41,31.62,null,30.95]
[null,42,27.53,null,26.86]
[null,43,31.9,null,31.229999999999997]
[null,44,32.75,null,32.08]
[null,45,32.07,null,31.4]
[null,49,33.53,null,32.86]
[null,50,33.520000000000003,null,32.85,null,null,null,null,null,null,{"$f":"BD10","v":114.77123120682646}]
[null,51,33.39,null,32.72]
[null,52,32.619999999999997,null,31.949999999999996]
[null,53,27.87,null,27.2]
[null,54,28.11,null,27.439999999999998]
[null,55,33.200000000000003,null,32.53]
[null,59,30.58,null,29.909999999999997]
[null,60,32.81,null,32.14]
[null,61,31.56,null,30.889999999999997]
[null,62,33.549999999999997,null,32.879999999999995]
[null,63,31.03,null,{"$f":"C69-0.67","v":30.36}]
[null,64,33.68,null,33.01]
[null,65,32.97,null,32.299999999999997]

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[{"$f":"RAND()*($D$1-$E$1)+$E$1","v":29.076664628057575},{"$f":"ROUND(A2,2)","v":29.08},8,null,null,null,{"$f":"RAND()*($D$1-$E$1)+$E$1","v":31.411172101806994},{"$f":"ROUND(G2,2)","v":31.41},null,{"$f":"RAND()*($D$1-$E$1)+$E$1","v":33.954528965695218},{"$f":"ROUND(J2,2)","v":33.950000000000003}]
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[{"$f":"RAND()*($D$1-$E$1)+$E$1","v":32.93260033317933},{"$f":"ROUND(A66,2)","v":32.93}]
[35.69574060595685,35.700000000000003]
[32.468720921136295,32.47]

{"sheet":"Титул","index":3,"n_rows":18,"n_cols":7,"rows_kept":18,"cut":false,"hidden":false,"merged":[[1,1,1,6],[9,2,9,3],[15,0,15,3],[17,0,17,1]]}
[]
[null,"ООО «Строительная компания "]
[]
[]
[null,null,null,null,null,null,"УТВЕРЖДАЮ"]
[null,null,null,null,"Генеральный директор ООО "]
[]
[]
[]
[null,null,"Заключение"]
[]
[]
[]
[]
[]
["Проектный класс прочности бетона: "]
[]
["Дата бетонирования"]

{"sheet":"таб расчетов","index":4,"n_rows":3,"n_cols":17,"rows_kept":3,"cut":false,"hidden":false,"merged":[[0,10,0,14],[2,10,2,15],[0,0,0,9],[1,10,1,15]]}
["Результаты определения прочности бетона методом ударного импульса и расчет класса бетона ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"этажа"]
[null,null,null,null,null,null,null,null,null,null,"монолитного ж/б перекрытия"]
[null,null,null,null,null,null,null,null,null,null,"монолтных ж/б конструкций стенн, колонн"]