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Behaviour of lockbolts in slip-resistant connections for steel structures

机译:钢结构防滑连接中的锁紧螺栓性能

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摘要

HV bolts are often used for safe and durable connections in steel structures. However, this well-known and established bolting system has some disadvantages. Those include the scattering of the initial preload by the torque-controlled tightening method and the risk of self-loosening during fatigue loads due to lateral displacement of the components in connections with high loads. In this respect, the lockbolt technology has some advantages regarding the initial preload and loss of preload; both will be discussed in detail in this paper. The technology was invented in the 1940s and is mainly used in automotive, aviation, truck, trailer, rail, bus, agriculture, mining and military applications. Its use in structural steelwork, and especially for slip-resistant connections, has been mainly made possible through individual experimental investigations by users of the technology. Some applications call for its use in slip-resistant connections according to EN 1090-2 and Eurocode 3, e.g. the wind industry for new tower concepts with higher hub heights, and steel girder bridges. These connections can be subjected to fatigue and/or significant load reversal. The load-bearing capacity (or slip resistance) of a slip-resistant connection is mainly determined by the level of preload in the bolt and the coating system applied to the faying surfaces. However, the preload is determined by the type of bolt, and lockbolts can be used as an alternative bolting system. This paper describes a comparative study of HV bolts and lockbolts regarding their use in slip-resistant connections for steel structures. The design and execution of lockbolts will be presented. Investigations will be presented which compare HV bolts and lockbolts regarding the assembly preload, the slip resistance by performing slip load tests and the long-term behaviour with respect to loss of preload for maintenance-free connections. Furthermore, there is a discussion of the results of an online monitoring system for measuring the preload in HV bolts and Bobtail lockbolts in an alternative tower for wind turbines with the use of slip-resistant connections.
机译:HV螺栓通常用于钢结构中的安全耐用连接。但是,这种众所周知且已建立的螺栓系统具有一些缺点。这些包括通过扭矩控制的拧紧方法散布的初始预紧力,以及在疲劳载荷过程中由于高载荷连接时组件的横向位移而导致自松动的风险。在这方面,锁紧螺栓技术在初始预紧力和预紧力损失方面具有一些优势。两者都将在本文中详细讨论。该技术发明于1940年代,主要用于汽车,航空,卡车,拖车,铁路,公共汽车,农业,采矿和军事应用。通过技术使用者的单独实验研究,主要使其在结构钢结构中,尤其是在防滑连接中的使用成为可能。一些应用要求将其用于符合EN 1090-2和Eurocode 3的防滑连接中,例如风力行业,以寻求具有更高轮毂高度的新型塔架概念以及钢制梁桥。这些连接可能会遭受疲劳和/或明显的负载逆转。防滑连接的承载能力(或防滑性)主要取决于螺栓和施加在搭接面上的涂层系统中的预紧力。但是,预紧力由螺栓的类型决定,锁紧螺栓可用作替代的螺栓系统。本文介绍了高压螺栓和防松螺栓在钢结构的防滑连接中的使用情况的比较研究。将介绍锁栓的设计和执行。将进行调查,比较HV螺栓和防松螺栓的组件预载,通过执行滑移载荷测试的滑移阻力以及免维护连接的预载损失的长期行为。此外,还讨论了在线监测系统的结果,该系统通过使用防滑连接来测量风力涡轮机替代塔架中的HV螺栓和短尾防松螺栓中的预紧力。

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