翠屏路混凝土配合比汇总表

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1、翠屏路混凝土配合比汇总表序号设计强度使用部位塌落度（cm）砂率%水胶比水泥砂碎石水粉煤灰外加剂试拌塌落度7d强度28d强度批复日期1C30水下桩桩基础180-220400.423796971046181527.75820033.940.02012-6-182C30立柱、承台120-160430.3838078910461456.8413536.842.12012-9-28（华润水泥）3C35箱涵、牛腿120-160430.3493707701020150608.6014040.846.82012-9-

2、28（华润水泥）4C30水下桩桩基础180-220430.403507721023165607.3821535.841.32012-10-7（华润水泥）5C25支墩、截流井120-160430.3832079210491446.7513530.733.62012-10-19（华润水泥）6C20基坑支护集水井120-160430.462808141078150485.24815024.027.12012-10-19（华润水泥）7C15垫层120-160430.512608171083155455.881

3、3020.721.92012-10-19（华润水泥）8C30水下桩桩基础180-220430.423507731024173607.3821035.340.72012-12-21（海螺水泥）9C50现浇梁120-160380.28648368511341380.90015057.466.6海螺水泥10M50孔道压浆设计稠度10-17S假设容重2100设计抗折强度10mpa水泥量1479水460压浆剂164稠度15.6S容重21003d抗折10.7抗压51.27d抗折13.1抗压63.928d抗折17.

4、2抗压75.1流动度11初凝：沉入板底距离mm初凝：沉入板底距离mm初凝沉入距离终凝下沉距离终凝下沉距离24h批复日期128.30-9.09.30-19.019.0519.101.001.0019.1519.202.003.0019.3523.05〉0.5023.2023.20〈0.50翠屏路混凝土配合比汇总表序号砼设计强度使用部位塌落度（cm）砂率%水胶比水泥砂碎石水粉煤灰外加剂试拌塌落度7d强度28d强度批复日期1C40现浇梁120-160380.33541871911731403.3601454

5、7.856.62013-3-172C10电缆沟90-1204006042108061209145304.311015.423.82013-3-173C30墩柱承台盖梁100-140380.38335072811881345.9512035.745.32013-3-174C30雨水渠电缆沟100-140380.3603397111160140506.56213034.743.32013-3-175C50现浇梁垫石盖梁120-160380.28648369511341384.3215057.466.620

6、13-3186C20基础垫层90-1203904762707551180150455067010525.730.32013-3-5-157C15垫层90-120390.5172507641196150405.2210518.123.42013-5-158C25支墩检查井100-140380.3823307131162145506.8412529.635.12013-5-159C50预制梁120-160390.289460705661大110小331中1333.6815059.266.22013-7-2

7、510C50现浇梁140-180380.29248069511351404.3201702013-7-0311C50伸缩缝钢纤维砼100-140380.3004776701104143钢纤维503.8611302013-7-0312C50垫石盖梁现浇梁140-180380.289485694266大689中266小1404.3651702013-9-14以上水泥均为海螺水泥：翠屏路混凝土配合比汇总表序号砼设计强度使用部位塌落度（cm）砂率%水胶比水泥砂碎石水粉煤灰外加剂试拌塌落度7d强度28d强度批复

8、日期131415161718192021222324以上水泥均为海螺水泥：翠屏路砂浆配合比汇总表序号设计强度使用部位稠度S实测容重水灰比水泥砂水水泥砂稠度S7d强度28d强度批复日期17.5M管线砌筑30-5020700783211479250P.c32.5华润水泥斗门大桥砂场407.910.22012-12-21210M管线砌筑30-5020100743501479260P.c32.5华润水泥斗门大桥砂场3910.912.22012-12-213456