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Self-launching erection machines for precast concrete bridges

机译:预制混凝土桥梁的自动发射架设机

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>Launching units are complex and delicate structures. They resist high loads on long spans under the same constraints that the obstruction to overpass exerts onto the final structure. They are adaptable for reuse on different projects. They must be as light as possible, which involves designing for high stress levels in different load and support conditions, and they are assembled and dismantled many times and reused by different crews. For all of these reasons, self-launching bridge erection machines are typically purchased or leased based on purpose-written technical specifications, their design is subjected to independent checking, load testing is frequent at the end of assembly, and the operations are ruled by written procedures. Little has been written on these machines in spite of their cost, complexity, and sophistication. This article illustrates the main features of self-launching bridgeerection machines and includes some lessons learned.>References>1. Rosignoli, M. 2002.target="_blank" title=" Bridge Launching" href="http://dx.doi.org/10.1680/bl.31463 "> Bridge Launching. London, UK: Thomas Telford. >2. American Segmental Bridge Institute (ASBI). 2008. Construction Practices Handbook for Concrete Segmental and Cable-Supported Bridges. Phoenix, AZ:  ASBI.>3. Hewson, N. 2003. target="_blank" title="Prestressed Concrete Bridges: Design and Construction" href="http://dx.doi.org/10.1680/pcbdac.32231 ">Prestressed Concrete Bridges: Design and Construction. London, U.K.: Thomas Telford. >4. Federation Europeenne de la Manutention FEM 1.001. 1987. R?¨gles pour le Calcul des Appareils de Levage. [In French.] >5. CNR 10021. 1985. Strutture di Acciaio per Apparecchi di Sollevamento. Istruzioni per il Calcolo, la€?Esecuzione, il Collaudo e la Manutenzione. [In Italian.] >6. Rosignoli, M. 2007. target="_blank" title="Robustness and Stability of Launching Gantries and Movable Shuttering Systems - Lessons Learned" href="http://dx.doi.org/10.2749/101686607780680673 ">Robustness and Stability of Launching Gantries and Movable Shuttering Systems - Lessons Learned. Structural Engineering International, 02/2007: pp. 133-140.
机译:>启动单元是复杂而精致的结构。它们在与跨界障碍物施加到最终结构的约束相同的约束下,能抵抗大跨度的高载荷。它们适用于在不同项目上重复使用。它们必须尽可能轻巧,这涉及在不同的负载和支撑条件下设计高应力水平,并且它们被组装和拆卸了多次,并由不同的人员重复使用。由于所有这些原因,通常会根据专门编写的技术规格来购买或租赁自启动桥式架设机,对它们的设计进行独立检查,在组装结束时经常进行载荷测试,并且操作均由书面决定。程序。尽管这些机器的成本,复杂性和复杂性,却鲜有关于它们的文章。本文介绍了自动启动架桥机的主要功能,并包括一些经验教训。 >参考文献 > 1。 Rosignoli,M.2002。target="_blank"title="桥梁发射"href="http://dx.doi.org/10.1680/bl.31463">桥梁发射。英国伦敦:托马斯·特尔福德。 > 2。美国分段桥研究所(ASBI)。 2008年。《混凝土分段和索桥的施工实践手册》。亚利桑那州凤凰城:ASBI。 > 3。 Hewson,N.2003。target="_blank" title="预应力混凝土桥梁:设计与施工" href="http://dx.doi.org/10.1680/pcbdac.32231 ">预应力混凝土桥梁:设计与施工施工。英国伦敦:托马斯·特尔福德。 > 4。欧洲联邦紧急医疗队FEM 1.001。 1987年,勒夫斯(R?gles pour le Calcul des Appareils de Levage)。 [法语。] > 5。 CNR10021。1985年。索非亚建筑结构。伊斯特鲁齐尼·伊尔·卡索洛(Istruzioni per il Calcolo),埃斯库西奥内(Esecuzione),科劳多(la Collaudo e la Manutenzione) [意大利语] > 6。 Rosignoli,M.,2007年。稳健性和稳定性发射式龙门架和活动百叶窗系统的稳定性-经验教训。国际结构工程,02/2007:第133-140页。

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