碾压混凝土坝高升层连续翻升技术及模板稳定性分析
作者:
作者单位:

(1.中国水利水电第八工程局有限公司,湖南 长沙 410004;2.华能澜沧江水电股份有限公司托巴水电工程建设管理局,云南 迪庆674608 )

作者简介:

吴都督(1989—),男,高级工程师,主要从事水利水电施工技术与管理工作。E-mail:981583241@qq.com

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中图分类号:

TV642.2

基金项目:


Continuous lifting technology and formwork stability analysis for high lifting layers of roller-compacted concrete dam
Author:
Affiliation:

(1.Sinohydro Engineering Bureau 8.Co., Ltd., Changsha 410004, China;2.Tuoba Hydroelectric Engineering Construction Management Bureau of Huaneng Lancang River Hydropower Inc., Diqing 674608, China)

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    摘要:

    为了充分发挥碾压混凝土快速上升的优势,本文提出在低温季节采用连续翻升施工并结合智能建造技术的方案,以保障大坝快速升层。施工前,采用数值模拟方法计算不同升层高度下的荷载分布,分析模板在翻升施工过程中的受力与位移态势,从而确保模板在翻升过程中的稳定性和安全性。通过TB水电工程的应用实践表明,该技术施工便捷、安全稳固,且能够确保浇筑成型的混凝土具有优良的表观质量。

    Abstract:

    In order to fully utilize the advantage of the rapid rise of roller-compacted concrete (RCC), this paper proposes a scheme of adopting continuous lift-up construction combined with intelligent construction technology during the low-temperature season to ensure the rapid lift of the dam. Before construction, the numerical simulation method is used to calculate the load distribution under different lift heights, and the stress and displacement states of the formwork during the lift-up construction process are analyzed, so as to ensure the stability and safety of the formwork during the lift-up process. The application practice in the TB Hydropower Station shows that this technology is convenient in construction, safe and stable, and can ensure that the cast concrete has excellent appearance quality.

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吴都督,段川,罗长青,等.碾压混凝土坝高升层连续翻升技术及模板稳定性分析[J].水利水电科技进展,2024,44(z1):106-110.(WU Dudu, DUAN Chuan, LUO Changqing, et al. Continuous lifting technology and formwork stability analysis for high lifting layers of roller-compacted concrete dam[J]. Advances in Science and Technology of Water Resources,2024,44(z1):106-110.(in Chinese))

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  • 收稿日期:2024-09-02
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  • 在线发布日期: 2025-04-06
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