公路级配碎石掺配比例计算小软件(试算法)改正版

—37.531.526.5191613.29.54.752.36留筛质量(kg)0040249141441278138分计筛余(%)006722100000累计筛余(%)0067899100100100100100通过量(%)1001009422100000留筛质量(kg)00002177290915659分计筛余(%)000042570000累计筛余(%)000042999999100100通过量(%)1001001001005811100留筛质量(kg)000001231338563189分计筛余(%)000006652710累计筛余(%)00000671989999通过量(%)1001001001001009429211留筛质量(kg)000000094414352分计筛余(%)000000094135累计筛余(%)000000095186通过量(%)100100100100100100100914914留筛质量(kg)分计筛余(%)累计筛余(%)通过量(%)0000000000留筛质量(kg)分计筛余(%)累计筛余(%)通过量(%)0000000000留筛质量(kg)分计筛余(%)累计筛余(%)通过量(%)0000000000留筛质量(kg)分计筛余(%)累计筛余(%)通过量(%)筛分计算筛分验证级配5~162071石粉20~40681816~31.55135筛分总质量集料规格种类G-A-110001、本表可以进行6种规格集料的掺配，不需要填写的规格种类单元格，包括留筛质量单元格删除为空单元格。2、本软件仅需填写留筛质量，掺配比例均按照试算法自动计算，可对所有类型沥青混合料进行掺配，曲线图自动生成。说明：一、水泥稳定材料C-A-11.180.6——0.075C-A-2C-A-30C-A-4100二、水泥稳定级配碎石或砾石00000C-B-1C-B-20C-B-3100C-C-100000C-C-2C-C-30三、石灰粉煤灰稳定级配碎石或砾石99LF-A-1S10000LF-A-2SLF-A-1L0LF-A-2L86LF-B-1S140000LF-B-2SLF-B-1LLF-B-2L四、水泥粉煤灰稳定级配碎石或砾石00000CF-A-1SCF-A-2SCF-A-1LCF-A-2L00000CF-B-1SCF-B-2SCF-B-1LCF-B-2L00000五、级配碎石或砾石G-A-1G-A-2G-A-3G-A-4筛分计算G-A-1注意！规范没有规定级配范围的筛孔输入“0”值，否则出现错误。筛分时这些筛可以不用。点击这里出现下拉菜单，选择需要掺配的级配类型。G-A-51、本表可以进行6种规格集料的掺配，不需要填写的规格种类单元格，包括留筛质量单元格删除为空单元格。2、本软件仅需填写留筛质量，掺配比例均按照试算法自动计算，可对所有类型沥青混合料进行掺配，曲线图自动生成。说明：二、水泥稳定级配碎石或砾石三、石灰粉煤灰稳定级配碎石或砾石四、水泥粉煤灰稳定级配碎石或砾石五、级配碎石或砾石编号—37.531.526.5191613.29.54.752.36110010094.1220.90.50.40.40.30.2210010010010057.610.70.50.40.3310010010010010094.129.52.31.41410010010010010010010090.649.214567编号—37.531.526.5191613.29.54.752.36110109.42.20.10.1《公路路面基层施工技术细则》JTG/T-F20-2015一、各种集料筛分掺配计算表集料种类二、根据计算比例进行微调筛孔孔径（mm）掺配比例4516~31.55~16石粉分计筛余百分率（%）20~4023120.1——0.0750.6掺配比例计算值（%）1.1811190.10.026.513.22.3621.10.10.242.45.972.127.20.30.141.435.29.410%1064.60.9筛孔孔径（mm）16~31.5集料种类675~16石粉1—9.50.04.75粒径范围20~40掺配比例计算160.456.75.937.531.50.4筛孔编号规格2111111116.30.10.10.13121212121211.33.50.30.20.146767676767676760.7339.456710010099.492.285.478.570.661.133.29.5—100100～9093～8081～6475～5769～5060～4045～2531～16#N/A1009586.572.56659.5503523.53.5#N/A#N/A1116.523.5355059.5669.59.533.261.170.678.5合成级配标准级配中值本图生成公式不适合于“WPS”筛分验证级配标准级配范围标准级配中值合成级配12%11%67%0.0750.150.30.61.182.364.759.513.216上限515223145606975下限27111625405057合成级配00009.59.533.261.170.678.5级配中值3.51116.523.5355059.5660102030405060708090100—58.5146.56.59.51511.575.5——7.51.180.6——0.0750.20.31141.180.6——0.075《公路路面基层施工技术细则》JTG/T-F20-2015一、各种集料筛分掺配计算表二、根据计算比例进行微调筛孔孔径（mm）76分计筛余级配范围中值分计筛余百分率（%）筛孔孔径（mm）掺配比例计算0.19.49.522～1115～7——5～216.511#N/A#N/A3.572.586.595100#N/A85.492.299.41001001926.531.537.553819310010064809010085.492.299.410010072.586.595100