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作 者:刘满杰[1] 赵文超[1] 余宣兴[1] LIU Manjie;ZHAO Wenchao;YU Xuanxing(China Water Resources Beifang Investigation,Design&Research Co.Ltd,Tianjin 300222,China)
机构地区:[1]中水北方勘测设计研究有限责任公司,天津300222
出 处:《水科学与工程技术》2023年第2期61-64,共4页Water Sciences and Engineering Technology
摘 要:天津市海河流域东部平原区地面沉降严重且覆盖层深厚,为在此地形条件下完善流域高程系统的构建,新修建团泊洼水库、庆云水文站、献县水文站、新盖房水文站4处千米级基岩标,并完成基岩标水准网初始测量及重点水工建筑物水准校测工作。据查,这4处基岩标深度将在相当一段时间内名列世界前四。千米级基岩标施工难度大、技术要求高,在国内外均为罕见,针对其工程选址、建造工艺、孔斜控制及岩体稳定性等进行详细讨论,为类似施工提供宝贵经验。In the eastern plain area of the Haihe River basin of Tianjin,the ground subsidence is serious and the overbunlen layer is deep.To improve the construction of the watershed elevation system under this terrain condition,four kilometer-level bedrock markers were built for Tuanbowa Reservoir,Qingyun hydrology station,Xianxian Hydrology Station,and Xinjiafang hydrology station,and complete the bedrock the leveling network initial measurements and key hydraulic structure level testing work.According to the investigation,the depth of these four bedrock markers will be ranked in the world's top four for a considerable period.The construction of kilometer-level bedrock is extremely difficult and requires high technology,which is rare at home and abroad.This paper discusses in detail site selection,construction technology,hole slope control,and rock mass stability,which can provide valuable experience for the subsequent construction.
关 键 词:海河流域 高程系统 千米级基岩标 工程选址 孔斜控制
分 类 号:TV871[水利工程—水利水电工程]
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