1、果f2,m1.1f2f2,min0.85f2式中:f2:砂浆设计强度等级所对应的立体抗压强度(Mpa)f2,m:同一验收批砂浆试块抗压强度平均值(Mpa)f2,min:同一验收砂浆试块抗压强度的最小一组平均值(Mpa)n:试块组数1基础墙砌体M10SK0904026-012818.9该验收批砂浆试块判合格计算数据 f2,m18.9 f210f2,min18.9 n1f2,m18.9f210符合f2,mf2要求f2,min18.90.75f20.75107.5符合f2,min0.75f2要求施工项目技术负责人: 审核: 计算:14#楼 日 期:f2,mf2f2,min0.75f2一层砌体SK09
2、05015-012921.22二层砌体SK0905068-0115.3 f2,m18.2 f210f2,min15.3 n2f2,m18.2f210f2,min15.30.75f20.75三层砌体M7.5SK0906009-0119.6四层砌体SK0906047-0117.63五层砌体SK0907025-0114.34六层砌体SK0908001-0110.6 f2,m14.4 f27.5f2,min10.1 n55屋顶砌体SK0908056-0110.1f2,m14.4f27.5f2,min10.10.75f20.757.55.615#楼 日 期:SK0904028-0116.2 f2,m16
3、.2 f210f2,min16.2 n1f2,m16.2f210f2,min16.20.75f20.75SK0905037-01SK0905082-0113.4 f2,m14.4 f210f2,min13.4 n2f2,m14.4f210f2,min13.40.75f20.75SK0906026-0117.3SK0906045-0117.2SK0907010-01SK090734-0110.9 f2,m12.7 f27.5f2,min7.8 n5女儿墙砌体SK0908012-017.8f2,m12.7f27.5f2,min7.80.75f20.7516#楼 日 期:SK0904032-0119
4、.7 f2,m19.7 f210f2,min19.7 n1f2,m19.7f210f2,min19.70.75f20.75SK0905016-01SK0905057-0123.4 f2,m21.6 f210f2,min19.7 n2f2,m21.6f210SK0905103-0110.4SK0906034-0117.5SK0906068-01SK0907024-0114.117#楼 日 期:SK0904029-0116.3 f2,m16.3 f210f2,min16.3 n1f2,m16.3f210f2,min16.30.75f20.75SK0905017-0119.3SK0905055-01
5、25.5 f2,m22.4 f210f2,min19.3 n2f2,m22.4f210f2,min19.30.75f20.75SK0906010-0119.4SK0906041-0118.7SK0906070-0110.2SK0907032-01 f2,m13.2 f27.5f2,min7.6 n5SK0908013-017.6f2,m13.2f27.5f2,min7.60.75f20.7513#楼 日 期:A区基础墙SK0904044-0118.2B区基础墙SK0904031-0117.4C区基础墙SK0904027-01 f2,m18.3 f210f2,min17.4 n3f2,m18.3f210f2,min17.40.75f20.75A区一层砌体SK0905014-0119.8B区一层砌体SK0905032-01C区一层砌体SK0905042-0122.1A区二层砌体SK0905056-01 f2,m16.6 f210f2,min10.1 n6B区二层砌体SK0905069-0114.56C区二层砌体SK0905083-0113.7f2,m16.6f210同一验收砂浆试块抗压
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