2017年新标准贯入法检测现场拌制砂浆抗压强度计算表

工程名称层数检测位置12345678实测值910111213141516深度代表值换算值换算平均值推定值一推定值二强度推定值38*E-K3.834.993.373.784.333.603.744.304.734.674.5.4.683.283.3.4.107.68.536*E-K3.883.193.884.504.8.413.574.104.993.163.493.8.504.453.193.383.958.229*E-K27*E-K贯入法检测砂浆抗压强度计算表格工程名称23*E-G3.7.505.004.824.083.503.303.353.714.243.443.433.313.194.963.243.739.2变异系数18*E-G4.513.4.163.363.383.723.743.123.524.133.713.634.374.623.323.483.719.40.08层数检测位置12345678实测值910111213141516深度代表值换算值换算平均值推定值一推定值二强度推定值38*E-K3.573.633.4.353.163.444.874.313.743.584.353.534.043.024.694.303.868.68.836*E-K4.7.474.783.404.274.723.563.314.5.123.573.203.373.3.533.743.4510.93*F-K4.343.203.344.794.144.003.043.233.124.4.443.7.423.844.583.233.878.6标准差8.010.48.03*L-P3.334.0.414.414.724.014.444.273.383.734.773.533.674.283.523.8.027.91.075*F-J4.593.394.493.613.984.514.174.123.583.073.183.624.074.093.193.853.858.6变异系数14*F-J4.273.743.114.214.274.174.873.783.133.483.433.434.944.694.763.333.958.20.12六层3.363.844.0.5.323.583.004.873.183.5.283.423.563.123.4.674.274.193.483.9.703.394.683.343.963.7.6.613.774.3.514.463.873.998.68.0标准差0.707.710.07.7七层 计算： 校核：依据标准：JGJ/T136-2017

工程名称层数检测位置12345678实测值910111213141516深度代表值换算值换算平均值推定值一推定值二3.834.993.373.784.333.603.744.304.734.674.5.4.684.283.4.684.276.98.33.883.193.884.504.8.413.574.104.993.163.493.8.504.453.193.383.958.23.3.0.323.003.184.283.563.4.273.484.704.683.9.663.773.513.878.6标准差7.59.73.844.553.584.873.553.424.884.674.193.963.394.343.7.614.4.4.197.21.03贯入法检测砂浆抗压强度计算表格工程名称层数3.7.505.004.824.083.503.303.353.714.243.443.433.313.194.963.243.739.2变异系数4.513.4.163.363.383.723.743.123.524.133.713.634.374.623.323.483.719.40.12检测位置12345678实测值910111213141516深度代表值换算值换算平均值推定值一推定值二3.834.993.373.784.333.603.744.304.734.674.5.4.684.283.4.684.276.98.33.883.193.884.504.8.413.574.104.993.163.493.8.504.453.193.383.958.23.3.0.323.003.184.283.563.4.273.484.704.683.9.663.773.513.878.6标准差7.59.73.844.553.584.873.553.424.884.674.193.963.394.343.7.614.4.4.197.21.033.7.505.004.824.083.503.303.353.714.243.443.433.313.194.963.243.739.2变异系数4.513.4.163.363.383.723.743.123.524.133.713.634.374.623.323.483.719.40.12六层七层 计算： 校核：依据标准：JGJ/T136-2017

强度推定值工程名称层数检测位置12345678实测值910111213141516深度代表值换算值换算平均值推定值一3.834.993.373.784.333.603.744.304.734.674.5.4.684.283.4.684.276.98.33.883.193.884.504.8.413.574.104.993.163.493.8.504.453.193.383.958.27.5强度推定值贯入法检测砂浆抗压强度计算表格工程名称层数检测位置12345678实测值910111213141516深度代表值换算值换算平均值推定值一3.834.993.373.784.333.603.744.304.734.674.5.4.684.283.4.684.276.98.33.883.193.884.504.8.413.574.104.993.163.493.8.504.453.193.383.958.27.5六层3.3.0.323.003.184.283.563.4.273.484.704.683.9.663.773.513.878.6标准差7.53.844.553.584.873.553.424.884.674.193.963.394.343.7.614.4.4.197.21.033.7.505.004.824.083.503.303.353.714.243.443.433.313.194.963.243.739.2变异系数4.513.4.163.363.383.723.743.123.524.133.713.634.374.623.323.483.719.40.12七层3.3.0.323.003.184.283.563.4.273.484.704.683.9.663.773.513.878.6标准差7.53.844.553.584.873.553.424.884.674.193.963.394.343.7.614.4.4.197.21.033.7.505.004.824.083.503.303.353.714.243.443.433.313.194.963.243.739.2变异系数4.513.4.163.363.383.723.743.123.524.133.713.634.374.623.323.483.719.40.12 计算： 校核：依据标准：JGJ/T136-2017

推定值二强度推定值工程名称层数检测位置12345678实测值910111213141516深度代表值换算值换算平均值推定值一推定值二强度推定值3.834.993.373.784.333.603.744.304.734.674.5.4.684.283.4.684.276.98.33.883.193.884.504.8.413.574.104.993.163.493.8.504.453.193.383.958.29.77.5推定值二强度推定值贯入法检测砂浆抗压强度计算表格工程名称层数检测位置12345678实测值910111213141516深度代表值换算值换算平均值推定值一推定值二强度推定值3.834.993.373.784.333.603.744.304.734.674.5.4.684.283.4.684.276.98.33.883.193.884.504.8.413.574.104.993.163.493.8.504.453.193.383.958.29.77.5六层3.3.0.323.003.184.283.563.4.273.484.704.683.9.663.773.513.878.6标准差7.59.77.53.844.553.584.873.553.424.884.674.193.963.394.343.7.614.4.4.197.21.033.7.505.004.824.083.503.303.353.714.243.443.433.313.194.963.243.739.2变异系数4.513.4.163.363.383.723.743.123.524.133.713.634.374.623.323.483.719.40.12七层3.3.0.323.003.184.283.563.4.273.484.704.683.9.663.773.513.878.6标准差7.59.77.53.844.553.584.873.553.424.884.674.193.963.394.343.7.614.4.4.197.21.033.7.505.004.824.083.503.303.353.714.243.443.433.313.194.963.243.739.2变异系数4.513.4.163.363.383.723.743.123.524.133.713.634.374.623.323.483.719.40.12 计算： 校核：依据标准：JGJ/T136-2017