堆石混凝土坝技术网-重力坝常规设计

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内容		常态混凝土重力坝	堆石混凝土重力坝
大坝布置、水力设计、坝体断面设计、荷载、泄水建筑物、坝基处理设计		相同
抗滑稳定性	计算方法	刚体极限平衡法
抗滑稳定性	容重设计取值	24kN/m³	24.5kN/m³
坝体材料分区		分六个区	分五个区
坝体分缝	纵缝	间距宜为15~30m	不设纵缝
坝体分缝	横缝	间距宜为15~20m	间距宜为20~30m（来源：SL678-2014）间距宜为20~40m（来源：NB/T10077-2018）
坝体防渗		采用常态混凝土防渗	宜采用高自密实性能混凝土，与坝体一体化浇筑；也可采用坝体自身防渗（不设防渗层）或常态混凝土防渗
廊道设计		现浇廊道：采用常态混凝土	现浇廊道：可采用一体化浇筑的高自密实性能混凝土或常态混凝土
垫层设计	河床垫层	常态混凝土	宜采用常态混凝土，也可采用高自密实性能混凝土或抛石型堆石混凝土
垫层设计	岸坡垫层	常态混凝土	宜高自密实性能混凝土，与坝体一体化浇筑。
排水	排水孔孔径	150~250mm	不宜小于150mm
排水	排水孔孔距	2~3m	2~5m

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