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作 者:毛小东[1] 许伟 Mao Xiao-dong;Xu Wei
机构地区:[1]中国水利水电第五工程局有限公司,成都610066 [2]中国电建集团华东勘测设计研究院有限公司,杭州311122
出 处:《建筑技术开发》2018年第22期73-75,共3页Building Technology Development
摘 要:麦洛维溢流坝段溢流面结构复杂,针对高、低堰型设计出两套滑模装置及牵引系统。滑模装置分段拼接、按需组合,节省材料。牵引系统及预埋部件按施工方案,设计安装。基于以上,介绍了两种堰型滑模施工程序,结果表明,该等级滑模技术的应用有效地节省了溢流堰面浇筑的工期,可以为类似工程提供借鉴。The structure of the overflow surface of the Merowe overflow dam section is complex,and two sets of sliding mode devices and traction systems are designed for the high and low squat type.The sliding mode device is segmented and spliced and combined on demand to save material.The traction system and embedded components are designed and installed according to the construction plan.Based on the above,two types of squat-type sliding form construction procedures are introduced.The results show that the application of this grade of sliding mode technology effectively saves the construction period of the overflow raft surface and can provide reference for similar Projects.
分 类 号:TU755.22[建筑科学—建筑技术科学]
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