堆石混凝土坝技术网-HSCC生产

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搅拌机型号（1台）	额定拌合量m3/盘	生产效率m3/h
JS 500	0.50	12.5-15.0
JS 750	0.75	18.7-22.5
JS1000	1.00	25.0-30.0
JS 1500	1.50	37.5-45.0
JS 2000	2.00	50.0-60.0

现场条件	建议
两岸坝肩场地宽阔且交通便利	将拌合楼布置于坝肩，可通过溜槽/溜筒运输，减少罐车运输环节
大坝下游场地宽阔	将拌合楼布置于大坝下游

检测项目	性能指标	生产过程中抽样检测要求	备注
坍落度, mm	260～280	在仓面进行取样，每4h进行1次
坍落扩展度, mm	650～750
V形漏斗通过时间, s	7～25
自密实性能稳定性, h	≥1	在出机口进行取样，每仓检验1次	实际工程应根据施工条件提出更高的要求
含气量，%	≤6	在出机口进行取样，每仓检验1次	低海拔、抗冻要求小于F100时，含气量不大于4%

2022-12-05 高自密实性能混凝土配合比设计算例.pdf

2022-12-05 附件1：堆石入仓工序施工质量验收评定.docx

2022-12-05 附件2：高自密实混凝土浇筑工序质量评定.docx

2022-12-05 附件3：堆石混凝土单元工程施工质量验收评定.docx