The use of balanced lowering method technology for bridge construction in cramped urban environments

A. Doronina, S. Valiev
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Abstract

The main trends in bridge building are: the implementation of new materials, the assimilation of novel technologies, and the construction time reduction. The new technologies assimilation is often associated with the need to build bridge structures in cramped conditions. Considered by the author balanced lowering method technology corresponds to these trends. The technology was developed at the Vienna Technical University, the main idea is to assemble the supporting elements in a vertical position with subsequent deployment to the design horizontal position. To reduce the weight of the mounted elements, this technology uses thin-walled prestressed precast concrete units. After installing it in the design position, they perform the function of leave-in-place form and are cast in place directly on the construction site. This technology was invented for high pier bridges to eliminate the erection and dismantling of temporary support but has recently been shown to be cost-effective for low pier bridges. The advantage of this method is not only the construction time reduction and the free underbridge clearance presence but also the fact that the braces are not only a mechanism for turning the span into a horizontal position but also allow to reduce the estimated span length. The article discusses the bridge projects across the Lafnitz and Lahnbach rivers in Austria, as well as previous options for bridge projects. Particular emphasis in the work is placed on the bridge construction technology consideration, the main technological stages identification, as well as the performance features of certain works. The author presents recommendations on the application of this construction method.
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平衡降法技术在狭窄城市环境桥梁施工中的应用
桥梁建设的主要趋势是:采用新材料,吸收新技术,缩短施工时间。新技术的同化通常与在狭窄条件下建造桥梁结构的需要有关。笔者认为平衡降压技术符合这些趋势。该技术由维也纳技术大学开发,主要思想是将支撑元件组装在垂直位置,随后部署到设计的水平位置。为了减轻安装元件的重量,该技术使用薄壁预应力预制混凝土单元。安装到设计位置后,发挥留位形式的功能,直接在施工现场浇筑到位。这项技术是为高墩桥梁发明的,以消除临时支架的安装和拆卸,但最近已被证明对低墩桥梁具有成本效益。这种方法的优点不仅在于减少了施工时间和桥下自由间隙的存在,而且支撑不仅是将跨度转变为水平位置的机制,而且还允许减少估计的跨度长度。本文讨论了奥地利横跨Lafnitz河和Lahnbach河的桥梁项目,以及以前的桥梁项目选择。在工作中特别强调了桥梁施工技术的考虑,主要技术阶段的确定,以及某些工程的性能特点。作者对这种施工方法的应用提出了建议。
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