試驗室配合比

混凝土配合比選用表,,,,,,,,,,,,,,,,,

配合比報告編號,施工部位,"強度

等級",每立方米混凝土材料用量（kg）,,,,,,,,,其他指標(biāo),,,環(huán)境等級,混凝土堿含量、氯離子含量、三氧化硫含量報告編號,"堿含量

(kg/m3)"

,,,材料名稱,水泥,粉煤灰,細(xì)骨料,粗骨料,,水,外加劑,,"砂率

(%)",水膠比,坍落度,,,

,,,,,,,,,,外加劑1,外加劑2,,,,,,

,,,產(chǎn)地,"日照中聯(lián)

港中水泥",日照華能電力有限公司,沂南鄭家營砂場,莒縣懷河建材,,"第二拌合站

地下水",北京市成城交大建材有限公司,北京市成城交大建材有限公司,,,,,,

,,,規(guī)格,P·O42.5,Ⅱ級,中砂,5-20mm,16-31.5mm,/,"聚羧酸高性能

減水劑(緩凝型)",引氣劑,,,,,,

ZQⅢ-0-2015-HPB-001,橋梁、涵洞、框架涵,C30,質(zhì)量(kg/m3),242,130,743,781,335,150,3.72,/,40%,0.40,160～200,T1,ZQⅢ-0-2015-HPB-001-1,1.586

,,,理論配合比,1,0.54,3.07,3.23,1.38,0.62,0.015,/,,,,,,

ZQⅢ-0-2015-HPB-002,橋梁、樁基,C30水下,質(zhì)量(kg/m3),254,136,754,760,326,150,3.90,/,41%,0.38,180～220,T1、H1、L1,ZQⅢ-0-2015-HPB-002-1,1.662

,,,理論配合比,1,0.54,2.97,2.99,1.28,0.59,0.015,/,,,,,,

ZQⅢ-0-2015-HPB-003,橋梁、涵洞、框架涵,C35,質(zhì)量(kg/m3),260,140,750,756,324,150,4.00,4.00,41%,0.38,160～200,H1、T2、L1、Y1,ZQⅢ-0-2015-HPB-003-1,1.907

,,,理論配合比,1,0.54,2.88,2.91,1.25,0.58,0.015,0.015,,,,,,

ZQⅢ-0-2015-HPB-004,橋梁、樁基,C35水下,質(zhì)量(kg/m3),270,145,769,743,319,150,4.15,4.15,42%,0.36,180～220,H1、T2、L1、Y1,ZQⅢ-0-2015-HPB-004-1,1.978

,,,理論配合比,1,0.54,2.85,2.75,1.18,0.56,0.015,0.015,,,,,,

ZQⅢ-0-2015-HPB-005,橋梁、涵洞、框架涵,C40,質(zhì)量(kg/m3),294,126,750,756,324,150,4.2,4.2,41%,0.36,160～200,H1、T3、L1、Y1、D2,ZQⅢ-0-2015-HPB-005-1,2.525

,,,理論配合比,1,0.43,2.55,2.57,1.10,0.51,0.014,0.014,,,,,,

ZQⅢ-0-2015-HPB-006,橋梁、樁基,C40水下,質(zhì)量(kg/m3),311,134,758,733,314,150,4.45,4.45,42%,0.34,180～220,H1、T3、L1、Y1、D2,ZQⅢ-0-2015-HPB-006-1,2.627

,,,理論配合比,1,0.43,2.44,2.36,1.01,0.48,0.014,0.014,,,,,,

ZQⅢ-0-2015-HPB-007,橋梁、涵洞、框架涵,C45,質(zhì)量(kg/m3),315,135,729,734,314,153,4.5,4.5,41%,0.34,160～200,H3、L2、Y3,ZQⅢ-0-2015-HPB-007-1,2.680

,,,理論配合比,1,0.43,2.31,2.33,1.00,0.49,0.014,0.014,,,,,,

ZQⅢ-0-2015-HPB-008,橋梁、樁基,C45水下,質(zhì)量(kg/m3),333,157,734,710,304,162,4.9,4.9,42%,0.33,180～220,H3、L2、Y3,ZQⅢ-0-2015-HPB-008-1,2.863

,,,理論配合比,1,0.47,2.20,2.13,0.91,0.49,0.015,0.015,,,,,,

ZQⅢ-0-2015-HPB-009,橋梁、涵洞、框架涵,C20,質(zhì)量(kg/m3),208,112,752,790,338,150,3.2,/,40%,0.47,160～200,T1,ZQⅢ-0-2015-HPB-009-1,1.359

,,,理論配合比,1,0.54,3.62,3.80,1.63,0.72,0.015,/,,,,,,

ZQⅢ-0-2015-HPB-010,橋梁、涵洞、框架涵,C25,質(zhì)量(kg/m3),227,123,771,776,333,150,3.5,/,41%,0.43,160～200,T1,ZQⅢ-0-2015-HPB-010-1,1.780

,,,理論配合比,1,0.54,3.40,3.42,1.47,0.66,0.015,/,,,,,,

ZQⅢ-0-2015-HPB-011,橋梁、涵洞、框架涵,C15,質(zhì)量(kg/m3),195,105,798,771,331,150,3.00,/,42%,0.50,160～200,T1,ZQⅢ-0-2015-HPB-011-1,1.288

,,,理論配合比,1,0.54,4.09,3.95,1.70,0.77,0.015,/,,,,,,

ZQⅢ-0-2015-HPB-012,橋梁、涵洞、框架涵,C35,,260,140,753,758,325,144,4.4,/,41%,0.36,160～200,H1、T2、L1,ZQⅢ-0-2015-HPB-012-1,1.686

,,,理論配合比,1,0.54,2.90,2.92,1.25,0.55,0.017,/,,,,,,

ZQⅢ-0-2015-HPB-013,橋梁、涵洞、框架涵,C40,質(zhì)量(kg/m3),273,147,742,747,320,151,4.62,/,41%,0.36,160～200,H1、T3、L1,ZQⅢ-0-2015-HPB-013-1,2.450

,,,理論配合比,1,0.54,2.72,2.74,1.17,0.55,0.017,/,,,,,,

ZQⅢ-0-2015-HPB-014,橋梁、涵洞、框架涵,C45,質(zhì)量(kg/m3),306,144,737,742,318,153,4.95,/,41%,0.34,160～200,H3、L2,ZQⅢ-0-2015-HPB-014-1,2.628

,,,理論配合比,1,0.47,2.41,2.42,1.04,0.50,0.016,/,,,,,,

ZQⅢ-0-2015-HPB-015,橋梁、涵洞、框架涵,C20,質(zhì)量(kg/m3),208,112,770,"550

(5-10mm)","550

(10-20mm)",150,3.2,/,41%,0.47,160～200,T1,ZQⅢ-0-2015-HPB-015-1,1.371

,,,理論配合比,1,0.54,3.70,2.64,2.64,0.72,0.015,/,,,,,,

ZQⅢ-0-2015-HPB-016,橋梁、涵洞、框架涵,C25,質(zhì)量(kg/m3),227,123,771,"555

(5-10mm)","554

(10-20mm)",150,3.5,/,41%,0.43,160～200,T1,ZQⅢ-0-2015-HPB-016-1,1.78

,,,理論配合比,1,0.54,3.40,2.44,2.44,0.66,0.015,/,,,,,,

ZQⅢ-0-2015-HPB-017,橋梁、涵洞、框架涵,C30,質(zhì)量(kg/m3),242,130,762,"548

(5-10mm)","548

(10-20mm)",150,3.72,/,41%,0.40,160～200,T1,ZQⅢ-0-2015-HPB-017-1,1.586

,,,理論配合比,1,0.54,3.15,2.26,2.26,0.62,0.015,/,,,,,,

ZQⅢ-0-2015-HPB-018,橋梁、涵洞、框架涵,C40纖維,質(zhì)量(kg/m3),315,135,690,"1078

(5-10mm)",,162,4.5,"1

（纖維）",39%,0.36,160～200,/,ZQⅢ-0-2015-HPB-018-1,1.879

,,,理論配合比,1,0.43,2.19,3.42,,0.51,0.014,0.003,,,,,,

ZQⅢ-0-2015-HPB-019,橋梁、涵洞、框架涵,C35,質(zhì)量(kg/m3),280,120,769,743,318,150,4,4,42%,0.38,160～200,T2、L1、Y1,ZQⅢ-0-2015-HPB-019-1,1.988

,,,理論配合比,1,0.46,2.96,2.8