高碾压混凝土重力坝设计方法
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摘要
通过石桥水库工程概况,分析碾压混凝土的重力坝设计特点,并阐述碾压混凝土重力坝和常态混凝土拱坝在工程施工中的应用。根据工程的实际情况,对所用的坝型进行探讨,分析其相应的溢洪道设计方案,选择溢洪道的消能方式,并确保发电厂房的设计方案更加完善,使其高碾压混凝土重力坝的设计方案更加合理。设计选择方案已经在石桥水库工程中运用,并取得了较好的经济效益。
Based on the general description of Shiqiao Reservoir,the characters of roller compacted concrete gravity dam is analyzed,the application of roller compacted concrete gravity dam and conventional concrete dam in construction are expounded. In terms of the real situation of project,the dam type is discussed,the design scheme of spillway and energy dissipation are analyzed to ensure that the design of power plant more perfect and make the design scheme of high roller compacted concrete gravity dam more reasonable. The design principles have been used in Shiqiao Reservoir and reached better economic benefits.
Based on the general description of Shiqiao Reservoir,the characters of roller compacted concrete gravity dam is analyzed,the application of roller compacted concrete gravity dam and conventional concrete dam in construction are expounded. In terms of the real situation of project,the dam type is discussed,the design scheme of spillway and energy dissipation are analyzed to ensure that the design of power plant more perfect and make the design scheme of high roller compacted concrete gravity dam more reasonable. The design principles have been used in Shiqiao Reservoir and reached better economic benefits.
引文
[1]李松辉,张国新,张湘涛,等.高碾压混凝土重力坝施工度汛缺口坝段温控防裂措施研究[J].水利水电技术,2013,44(7):56-59.
[2]袁慕勇,陆廷春,徐宝松,徐彬.基于非概率方法的碾压混凝土重力坝可靠度计算[J].三峡大学学报:自然科学版,2013,35(06):29-34.
[3]相昆山.寒冷地区碾压混凝土重力坝温控防裂仿真研究[J].水利与建筑工程学报,2012,11(05):200-203.
[4]陈强,廖桂英,闫勇.官地水电站碾压混凝土重力坝设计简介[J].水电站设计,2013,29(03):05-08.
[5]贾金生,汪洋,冯炜,常凊睿.重力坝高压水劈裂模拟方法与特高重力坝设计准则初步探讨[J].水利学报,2013(02):127-133.
[6]孙恭尧.高碾压混凝土重力坝设计方法研究[J].水力发电,2001(08):10-11.
[7]陈能平,龙起煌.光照水电站碾压混凝土重力坝设计[J].水利水电技术,2005,39(09):55-58.
[8]黄悠悠.猫洞水库工程混凝土重力坝可研设计研究[J].科技创新与应用,2014(14):181.
[9]雷声军,龙起煌,陈能平.光照水电站碾压混凝土重力坝设计[J].贵州水力发电,2005,19(01):24-27.
[10]曹骏.哮天龙水库碾压混凝土重力坝设计[J].贵州水力发电,2011,25(02):17-19.
[11]陈康德.乐昌峡碾压混凝土重力坝的实用设计与施工[J].广东水利水电,2012(12):09-11.
[2]袁慕勇,陆廷春,徐宝松,徐彬.基于非概率方法的碾压混凝土重力坝可靠度计算[J].三峡大学学报:自然科学版,2013,35(06):29-34.
[3]相昆山.寒冷地区碾压混凝土重力坝温控防裂仿真研究[J].水利与建筑工程学报,2012,11(05):200-203.
[4]陈强,廖桂英,闫勇.官地水电站碾压混凝土重力坝设计简介[J].水电站设计,2013,29(03):05-08.
[5]贾金生,汪洋,冯炜,常凊睿.重力坝高压水劈裂模拟方法与特高重力坝设计准则初步探讨[J].水利学报,2013(02):127-133.
[6]孙恭尧.高碾压混凝土重力坝设计方法研究[J].水力发电,2001(08):10-11.
[7]陈能平,龙起煌.光照水电站碾压混凝土重力坝设计[J].水利水电技术,2005,39(09):55-58.
[8]黄悠悠.猫洞水库工程混凝土重力坝可研设计研究[J].科技创新与应用,2014(14):181.
[9]雷声军,龙起煌,陈能平.光照水电站碾压混凝土重力坝设计[J].贵州水力发电,2005,19(01):24-27.
[10]曹骏.哮天龙水库碾压混凝土重力坝设计[J].贵州水力发电,2011,25(02):17-19.
[11]陈康德.乐昌峡碾压混凝土重力坝的实用设计与施工[J].广东水利水电,2012(12):09-11.