贯入法检测砌筑砂浆抗压强度
测区编号构件编号松江一中9号楼实测
112一层345二层65.242.874.2776.26.936.884.525.574.5274.2.226.855.135.82.665.534.997.442.7363.987.525.8243.476.32.825.413.724.247.25.743.026.214.54.473.437.843.275.33测区编号构件编号松江一中9号楼实测
212二层3一层4566.78.774.713.3.465.436.762.834.244.096.44.5.373.854.26.745.693.434.334.045.595.633.858.13.496.755.473.834.025.25.954.113.343.355.08测区编号构件编号松江一中9号楼实测
312一层344.552.576.15.216.53.184.043.684.235.654.334.742.993.353.875.213.53.525.535.55.314.83.85.032.835.44.013
5二层63.713.843.855.224.623.956.484.853.675.76.133.954.713.54度
楼实测贯入值(第一检测单元)混合砂浆
3.234.745.538.344.65.755.034.675.262.945.875.23.334.525.682.798.154.86125.776.585.44.953.956.124.8.865.486.484.925.34.26.685.115.455.244.853.215.473.934.855.854.278.516.435.014.754.14.724.456.716.525.15楼实测贯入值(第2检测单元)混合砂浆
5.784.515.854.0.847.86.653.735.556.595.684.745.244.056.366.785.714.194.286.288.174.323.53.5.6.354.723.274.972.976.247.982.613.515.16.35.984.176.044.916.248.565.274.585.12楼实测贯入值(第3检测单元)混合砂浆
4.63.54.7275.134.443.43.326.353.83.423.53.15.444.096.874.314.4.165.8.815.595.434.393.493.493.856.194.155.494.734.233.515.734.474.965.524.353.453.794.453.744.963.9.254.053.313.832.983.525.394.432.45同批构件
检测单元同一检测
换算值的推定值平均贯入换算后强
强度平均单元标准变异系数
度值fc2,j最小值（1）深度
值mfc2差S（δ）
fc2,min（mdj）（Mpa）fc2,e1
（Mpa）（Mpa）
（Mpa）4.804.834.676.294.285.5.25.25.52.96.73.7推定值（2）fc2,e2
推定值fc2,e
4.91.370.282.4.93.93.9同批构件
检测单元同一检测
换算值的推定值平均贯入换算后强
强度平均单元标准变异系数
度值fc2,j最小值（1）深度
值mfc2差S（δ）
fc2,min（mdj）（Mpa）fc2,e1
（Mpa）（Mpa）
（Mpa）6.355.624.004.234.722.83.77.86.95.4推定值（2）fc2,e2
推定值fc2,e
5.32.070.392.845.33.83.8同批构件
检测单元同一检测
换算值的推定值平均贯入换算后强
强度平均单元标准变异系数
度值fc2,j最小值（1）深度
值mfc2差S（δ）
fc2,min（mdj）（Mpa）fc2,e1
（Mpa）（Mpa）
（Mpa）4.813.914.734.385.28.25.46.4推定值（2）fc2,e2
推定值fc2,e
6.51.130.175.196.56.96.56.5
4.134.257.26.81.130.175.196.56.96.5
