钢纤维砼

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C50钢纤维混凝土配合比
:{ôDL} gãbbs.3c3t.comì9N¡°ö1,设计依据及参考文献
:{ôDL} gãbbs.3c3t.comì9N¡°ö《普通混凝土配合比设计规程》JGJ55-2000(J64-2000)
:{ôDL} gãbbs.3c3t.comì9N¡°ö《公路桥涵施工技术规范》JTJ041-2000
:{ôDL} gãbbs.3c3t.comì9N¡°ö《国内公路招标文件范本》之第二卷技术规范(1)
:{ôDL} gãbbs.3c3t.comì9N¡°ö《混凝土配合比设计计算手册》——刘长俊主编,辽宁科学技术出版社
:{ôDL} gãbbs.3c3t.comì9N¡°ö2,确定钢纤维掺量:
:{ôDL} gãbbs.3c3t.comì9N¡°ö选定纤维掺入率P=1.5%,
:{ôDL} gãbbs.3c3t.comì9N¡°öT0=(78.67*P)kg=78.67*1.5=118kg;
:{ôDL} gãbbs.3c3t.comì9N¡°ö