前坪水库灌区工程任庄隧洞施工方案比选及衬砌结构设计OA
Comparison and Selection of Construction Schemes and Lining Structure Design for Renzhuang Tunnel in Qianping Reservoir Irrigation District Project
输水隧洞是水工建筑物的一种重要结构形式.前坪水库灌区工程任庄隧洞为无压隧洞,洞内水流流速较小,隧洞设有一定底坡,不承受内水压力,衬砌结构主要承受围岩压力和地下水渗透压力.该隧洞洞身段较长,穿越了不同地质条件的岩层.文章结合任庄隧洞的实际地质情况,通过对不同施工方案进行比选,最终确定了合理的施工方案,同时详细阐述了任庄隧洞衬砌结构的设计思路.
The water conveyance tunnel is an important structural form of hydraulic structures.The Renzhuang Tunnel of the Qianping Reservoir Irrigation District Project is an unpressurized tunnel,where the flow velocity of water is relatively low.The tunnel is designed with a certain bottom slope and does not bear the internal water pressure.The lining structure mainly withstands the pressure from the surrounding rock and groundwater seepage pressure.The tunnel body is relatively long and passes through rock formations with different geological conditions.Based on the actual geological conditions of the Renzhuang Tunnel,this paper compares different construction schemes,finally determines a reasonable construction scheme,and elaborates on the design concept of the lining structure of the Renzhuang Tunnel in detail.
胡晓;甘超
河南省水利勘测设计研究有限公司,河南 郑州 450016河南省水利勘测设计研究有限公司,河南 郑州 450016
建筑与水利
输水隧洞施工方案衬砌结构投资
water conveyance tunnelconstruction schemelining structureinvestment
《河南水利与南水北调》 2026 (4)
53-55,3
评论