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sma13沥青混凝土配合比要怎么设计？

浏览：43次 | 提问时间： 08-03 08:19
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3个答案
旧影子 08-03 08:20

普通沥青混凝土：一、目标配合比，石材等的密度试验，筛分试验，压碎值针片状试验，矿粉密度筛分，沥青的三大指标，拟定沥青用量，做马歇尔，试件密度及马歇尔指标。确定配合比。二、生产配合比，热仓料的密度试验，筛分试验，确定各热仓料组成。依据目标配合比的沥青用量上下浮动做数组马歇尔试件，做试件密度及马歇尔指标。确定配合比。具体建议看书，看书才能真正掌握。希望我的回答对您有帮助。

捂着心脏呼吸 08-03 08:28

根据上面层SMA-13生产级配控制关键点，结合中面层筛网尺寸组成设计，在保证生产出的沥青混合料稳定性的情况下，尽量减少更换筛网的频率，与施工单位商议之后确定拌和楼的筛网尺寸组成为16mm、12mm、5mm、3mm。希望这些*可以帮到你

Adorable冥王 08-03 08:36

sma13沥青混凝土配合比：C10：砂：714kg，碎石：1326kg   C20:   砂：667kg，碎石：1299kg   C25：砂：634kg，碎石：1287kg   C30：砂：597kg，碎石：1271kg   C35：砂：540kg，碎石：1320kg   *0：砂：565kg，碎石：1290kg

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