堆石混凝土坝技术网-拱坝常规设计

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内容		常态混凝土拱坝	堆石混凝土拱坝
拱坝布置、水力设计、荷载、拱座稳定分析、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
坝顶	宽度	不宜小于3.0m	不宜小于5.0m（来源：DB52/T 1545-2020）中低薄拱坝的坝顶宽度可适当减小
坝体分缝	纵缝	拱坝厚度大于40m可设置纵缝（来源：SL 282-2018）	不设纵缝
	横缝	间距宜为15~25m	间距宜为30~60m（来源：DB52/T 1545-2020）
	接缝灌浆	分层灌浆高度宜为9~15m	分层灌浆高度宜为8~12m（来源：T/CHINCOLD 008-2022）
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）、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	可采用常态混凝土、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	150~200mm	不宜小于150mm
排水	排水孔孔距	2.5~3.5m	2~5m

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2022-12-05 拱坝分缝表.pdf