李苍松, 何发亮, 彭学艺, 曾挚亮, 郑富成, 袁金泉, 陈成宗. 2007: 乐山大佛佛脚平台改善工程的实践. 工程地质学报, 15(S1): 400-405.
    引用本文: 李苍松, 何发亮, 彭学艺, 曾挚亮, 郑富成, 袁金泉, 陈成宗. 2007: 乐山大佛佛脚平台改善工程的实践. 工程地质学报, 15(S1): 400-405.
    LI Cangsong, HE Faliang, PENG Xueyi, ZENG Zhiliang, ZHENG Fucheng, YUAN Jinquan, CHEN Chengzong. 2007: PRACTICE ON THE FLATFORM IMPROVING ENGINNERING OF LESHAN GRAND BUDDHA. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 400-405.
    Citation: LI Cangsong, HE Faliang, PENG Xueyi, ZENG Zhiliang, ZHENG Fucheng, YUAN Jinquan, CHEN Chengzong. 2007: PRACTICE ON THE FLATFORM IMPROVING ENGINNERING OF LESHAN GRAND BUDDHA. JOURNAL OF ENGINEERING GEOLOGY, 15(S1): 400-405.

    乐山大佛佛脚平台改善工程的实践

    PRACTICE ON THE FLATFORM IMPROVING ENGINNERING OF LESHAN GRAND BUDDHA

    • 摘要: 乐山大佛佛脚原平台的稳定性问题使游客安全受到严重影响,开展佛脚平台改善工程非常必要。在大佛工程地质条件分析基础上,进行了佛身稳定性验算,为平台改善工程的设计提供了理论依据。工程设计在充分考虑结构稳定性的同时,坚持保护世界文化遗产,避免人为破坏文物现状及原有景观的设计原则和理念,采用了由贴坡混凝土墙、挑梁及现浇混凝土平台面板构成主体结构的设计方案,新建的平台结构与周围景观协调,维护了世界文化遗产的自然特性,实现了大佛、平台、山体及泯江四位一体的美学效果。

       

      Abstract: Tourist's safety and stability of original flatform at foot of Le Shan Grand Buddha were affected greatly, it was very necessary to improve the Buddha feet's flatform. On basis of engineering geology analysis of the Buddha, stability of the Buddha body was calculated, which supplied theoretical foundation to the design of flatform improving engineering. Structural stability was considered sufficiently when designing, the design original and conception were insisted that world cultural heritage be protected, original cultural relic and landscape be avoided man-made sabotage. The design scheme was adopted, in which the main structural were made of sticking-slope concrete wall and cantilever beam with poured concrete flatform plate in time. The new constructed flatform structural is coordinated with original surrounding landscape, the nature of the world cultural heritage is defended, the aesthetic effect of uniform is realized with the Buddha, flatform, mountain, and Minjiang river.

       

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