首页|长距离防渗墙顶部切除施工技术在芝瑞抽水蓄能电站中的应用

长距离防渗墙顶部切除施工技术在芝瑞抽水蓄能电站中的应用

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内蒙古芝瑞抽水蓄能电站下水库拦沙坝和拦河坝基础部位均设置有较长的混凝土防渗墙.由于长距离的防渗墙顶部需要切除1.5 m,若采用常规的破碎头等扰动性较大的机械设备破除,将可能对防渗墙自身的抗渗效果和结构稳定造成破坏;若采用人工配合电镐等小型设备进行破除,不但成本高,而且工期长,无疑对工程进度和成本控制不利.针对上述施工难题,项目部结合现场实际施工条件调整了施工工艺,加快了防渗墙顶部切除的进度,所取得的经验可供类似工程参考.
Application of Top Resection Construction Technology of Long-distance Cut-off Walls in Zhirui Pumped Storage Power Station
Long concrete cut-off walls are installed in the foundation of the check dams of the lower reservoir of the Zhirui Pumped Storage Power Station in Nei Mongol.The top of the long-distance cut-off wall needs to be cut off 1.5 m,if the conventional crushing head and other large disturbance mechanical equipment are used to break it,the anti-seepage effect and structural stability of the cut-off wall itself may be destroyed;if the use of small equipment such as artificial coordination electric pick to destroy,it is not only costly,but also takes long construction period,which is undoubtedly detrimental to the project schedule and cost control.In view of the a-bove construction problems,combined with the actual construction conditions,the construction technology is optimized to speed up the resection progress of the top of the cut-off wall,which can provide a reference for other similar projects.

Zhirui Pumped Storage Power StationLong distanceCut-off wallTopResectionConstruction Technology

付红刚、杨云志

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中国水利水电第七工程局有限公司,四川 成都 611730

芝瑞抽水蓄能电站 长距离 防渗墙 顶部 切除 施工技术

2023

四川水力发电
四川省水力发电工程学会

四川水力发电

影响因子:0.211
ISSN:1001-2184
年,卷(期):2023.42(6)
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