堆石混凝土坝技术网--重力坝坝体分缝

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分缝类别	内容
纵缝	堆石混凝土重力坝不设置纵缝（来源：SL 678-2014和NB/T 10077-2018）
横缝	间距宜为20~30m（来源：SL 678-2014）间距宜为20~40m（来源：NB/T 10077-2018）堆石混凝土重力坝的横缝间距经专题论证后可适当放宽
短缝	当横缝间距大于20m时，在防渗层设置短缝，短缝间距宜为15~20m（来源：NB/T 10077-2018）。
止水	坝体横缝止水布置在防渗层内，止水周边0.5m范围内不铺填堆石

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