无侧限抗压强度自动计算模板

质量m4(g)应力环读数(10-2mm)无侧限抗压强度值Rc16323.96369.8－5.026317.46355.4－4.636299.56340.6－4.446291.06339.7－4.356315.36361.7－4.966301.46352.6－4.476300.56342.5－4.886318.46367.3－4.796318.06356.4－4.7106310.76352.2－4.4116319.96363.9－4.2126322.86362.0－4.4136299.66338.3－4.7备注/试验：复核：日期：年月日试件编号养生后侵水前质量m3(g)养生期间的质量损失(g)成型压力(kN)最小值(Mpa)最大值(Mpa)异常值个数设计强度R1(Mpa)3.5试件数量n13强度代表值R代(Mpa)4.2保证率系数Za1.64581.80强度平均值R(Mpa)4.6应力环系数(kN/10-2mm)－标准差S(Mpa)0.245偏差系数CV(%)5.46303.4150.03.8150.138.7831.6373.846324.2150.01.4150.039.2836.4177.776322.7150.12.8150.244.1813.5381.686313.3149.82.6149.841.5783.3176.906320.4149.82.3149.838.3804.3483.636324.1150.05.7150.148.9826.9082.876303.3150.02.8150.041.9756.8785.696306.8149.85.4149.851.1780.6376.936319.2149.93.9150.046.4816.5976.956296.8149.95.7150.048.6835.6176.216304.2150.04.7150.041.2820.0986.866320.2150.02.8150.037.9770.3780.786329.0149.85.1149.945.9776.91试件成型后养生前试件侵水后无侧限抗压试验质量m2(g)高度h0(mm)高度h1(mm)吸水量(g)试验的最大压力P(N)浸水日期养生龄期(d)//加载速率(mm/min)1制件日期试件直径d(mm)150主要仪器设备及编号游标卡尺、YP15000I电子天平、DYE-2000型液压式压力试验机、DYE-300S型压力试验机等配合比：1#:2#:3#=45%：27%：28%最大干密度2.310试件压实度(%)98成型含水量(%)5.7样品描述 完好样品名称水泥稳定碎石试验条件温度：21℃，相对湿度：59%试验日期2014.6.4工程部位/用途基层委托/任务编号/试验依据JTGE51-2009(T0805)(T0843)样品编号/JJ0703无机结合稳定土无侧限抗压强度试验检测记录表试验室名称：上海建工集团股份有限公司昆山市中环快速化改造工程第六工地试验室记录编号：质量m4(g)应力环读数(10-2mm)无侧限抗压强度值Rc16297.16343.9－4.326325.16374.0－4.836315.76366.2－4.346291.56343.5－4.956311.76359.6－4.266296.76344.9－4.876297.66335.0－4.386300.96351.0－4.996320.66370.7－4.2106311.96364.2－4.5116293.16342.8－4.4126312.36357.0－4.4136294.86347.2－4.2备注/试验：复核：日期：年月日试件编号养生后侵水前质量m3(g)养生期间的质量损失(g)成型压力(kN)最小值(Mpa)最大值(Mpa)异常值个数设计强度R1(Mpa)3.5试件数量n13强度代表值R代(Mpa)4.0保证率系数Za1.64573.68强度平均值R(Mpa)4.5应力环系数(kN/10-2mm)－标准差S(Mpa)0.274偏差系数CV(%)6.16297.4150.02.6150.152.5768.9377.096313.8150.01.5150.044.7803.3277.746296.9150.13.8150.149.6841.9973.276314.0149.92.1149.952.3820.2579.266322.7149.92.1149.950.1794.4476.126306.2150.05.3150.150.1801.9286.606300.2149.92.6149.937.4837.8872.916302.1150.15.4150.248.1848.8584.206317.4150.05.6150.047.8762.8275.656297.5149.96.0149.952.0841.6785.206320.9150.05.2150.150.5835.4274.986327.4149.92.3149.948.8833.1784.946302.7150.05.6150.146.8820.31试件成型后养生前试件侵水后无侧限抗压试验质量m2(g)高度h0(mm)高度h1(mm)吸水量(g)试验的最大压力P(N)侵水日期养生龄期(d)//加载速率(mm/min)1制件日期试件直径d(mm)150主要仪器设备及编号游标卡尺、YP15000I电子天平、DYE-2000型液压式压力试验机、DYE-300S型压力试验机等配合比：1#:2#:3#=45%：27%：28%最大干密度2.310试件压实度(%)98成型含水量(%)5.7样品描述 完好样品名称水泥稳定碎石试验条件温度：21℃，相对湿度：59%试验日期2014.6.4工程部位/用途基层委托/任务编号/试验依据JTGE51-2009(T0805)(T0843)样品编号/JJ0703无机结合稳定土无侧限抗压强度试验检测记录表试验室名称：上海建工集团股份有限公司昆山市中环快速化改造工程第六工地试验室记录编号：记录编号：时间层次V2(mL)EDTA二钠标准溶液消耗量平均EDTA二钠标准溶液结合料剂量(%)修正后结合料剂量(%)15.211.826.611.415.812.428.813.014.312.326.512.211.010.322.111.119.911.331.811.915.810.926.310.515.512.727.712.213.311.425.111.812.811.024.511.713.210.723.910.715.610.926.510.911.210.622.010.8备注/////3.93.83.53.63.5/////11.612.210.711.610.711.410.710.910.73.94.44.23.53.912.712.5基层基层基层基层基层2100015.619基层0:00:000:00:000:00:000:00:00基层基层基层基层基层基层/试验：复核：日期：年月日0:00:000:00:000:00:000:00:000:00:000:00:000:00:000:00:00310000.64100011.2110004.710002.520100013.21710001.818100012.81510001.916100013.31310002.814100015.54.3/1110004.912100015.83.5/910008.610100019.9710000.78100011.0510002.06100014.3310003.44100015.811.6110003.42100015.2设计剂量(%)龄期(d)瓶号试样质量(g)V1(mL)试验条件温度：21℃，相对湿度：59%试验日期2014.6.4主要仪器设备及编号滴定管(EX+30)50ml、YP15000I电子天平等样品描述(0-4.75mm):(4.75-9.5mm):(9.5-31.5mm)=28%:27%:45%样品名称水泥稳定碎石工程部位/用途基层委托/任务编号/试验依据JTGE51-2009(T0809)样品编号/JJ0704水泥(石灰)剂量的测定试验检测记录表(EDTA滴定法)试验室名称：上海建工集团股份有限公司昆山市中环快速化改造工程第六工地试验室试验次数备注12试验次数备注12试样编号混合料湿质量(g)混合料干质量(g)集料干质量(g)水泥(石灰)质量备注13578.73400.23274.1126.123597.73418.23291.5126.712121212平均31.50.00.00.00.00.00.0100.0100.0100.010026.5157.069.04.82.14.82.195.297.996.69510019687.0690.321.021.025.823.174.276.975.668869.5637.9795.419.524.245.347.354.752.753.744624.75641.2726.419.622.164.969.435.130.632.827422.36451.5341.813.810.478.779.821.320.220.818300.6278.1302.48.59.287.289.012.811.011.98150.075291.2220.28.96.796.195.73.94.34.105筛底m(g)0.00.0筛分后总质量∑mi(g)3143.93145.6损耗m5(g)2.64.6损耗率(%)0.080.15备注JJ0711水泥(石灰、粉煤灰)稳定碎石灰剂量、级配试验检测记录表试验室名称：上海建工集团股份有限公司昆山市中环快速化改造工程第六工地试验室记录编号：工程部位/用途基层委托/任务编号/试验依据JTGE42-2005(T0302-2005)样品编号/样品描述(0-4.75mm):(4.75-9.5mm):(9.5-31.5mm)=28%:27%:45% 样品名称水泥稳定碎石试验条件温度：21℃，相对湿度：59%试验日期2014.6.4主要仪器设备及编号滴定管(EX+30)50ml标准筛、YP15000I电子天平、101-2电热鼓风干燥烘箱等混合料含水量湿试样质量(g)干试样质量(g)水质量(g)含水量测值(%)含水量测定值(%)4067.63866.6201.15.25.3/3429.93257.3172.65.3水泥(石灰)剂量设计灰剂量(%)混合料湿质量(g)滴定消耗EDTA量(mL)查曲线得水泥(石灰)剂量测值(%)水泥剂量测定值(%)4100011.43.83.9/4100011.63.9水洗后0.075mm筛上质量(g)水洗后小于0.075mm颗粒质量集料中小于0.075mm颗粒质量(g)3146.5253.6127.63150.2268.1/试验：复核：日期：年月日141.3混合料筛分筛孔尺寸(mm)分计筛余质量(g)分计筛余百分率(%)累计筛余百分率(%)通过百分率(%)要求范围记录编号：试验时间0:00:000:00:000:00:000:00:000:00:000:00:000:00:000:00:000:00:000:00:00试验：复核：日期：年月日3576.13386.5189.65.6/3352.13183.4168.75.3/3034.22887.0147.25.1/2501.32375.4125.95.3/3392.13227.5164.65.1/2502.52378.8123.75.2/3404.03226.5177.55.5/2656.32517.8138.55.5/3943.33737.7205.65.5/2333.02209.3123.75.6/混合料含水量湿试样质量(g)干试样质量(g)水质量(g)含水量测值(%)备注试验条件温度：21℃，相对湿度：59%试验日期2014.6.4主要仪器设备及编号YP15000I