首页> 外文会议>2002 Engineering Technology Conference on Energy, Feb 4-5, 2002, Houston, Texas >PROPOSAL OF A BRIDGE DECK DISPLACEMENT CONTINUOUS MEASURING DEVICE AND PERIODICAL REALIGNMENT SYSTEM DESIGNED TO MINIMIZE TRAFFIC INTERRUPTIONS
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PROPOSAL OF A BRIDGE DECK DISPLACEMENT CONTINUOUS MEASURING DEVICE AND PERIODICAL REALIGNMENT SYSTEM DESIGNED TO MINIMIZE TRAFFIC INTERRUPTIONS

机译:为减少交通干扰而设计的桥面位移连续测量装置和定期实施系统的建议

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The paper presents the most recent developments on electronic bridge control applied to a bridge located along a southern Italian Motorway in an area where a landslip is in slow yet continuous motion. A previous bridge was closed for beam misalignment caused by the landslip action. A new bridge was recently designed with much sturdier foundations, but even during the initial construction phases it was evident that a static solution was undesirable, if not impossible. Jet, based on the observations of the last twenty years, the foreseen movements are relatively small, 20 cm being the maximum horizontal measured displa cement in that period. A further version of the bridge has thus been proposed, characterised by lighter and longer decks, in order to negotiate the section with fewer elements. Moreover, the monitoring and repositioning systems have been thoroughly redesigned, to allow an almost continuous adjustment of the bridge decks, severely limiting the realignment times, in order to reduce traffic interruptions. A reduced number of interferometric lasers have been used, using rotating drums with mirrors individually preset to sweep the entire measuring field. The lifters, in their present version, should substitute the props, being used as active connections between pillars and decks, thus being able to support all traffic induced dynamic stresses in the vertical direction. The lifters have also been made sturdier eliminating all ball bearings in favour of teflon sheets. In addition, computer controlled lateral supports have been added to the system, allowing to move the deck horizontally while transmitting traffic or hearth-quake shocks to the pillars. On the top of each lifter an elastic interface bearing strain gauges will enable the measurement of tangential stresses as well as uneven distribution of the load, providing further information on the need of beams realignment.
机译:本文介绍了电子桥梁控制的最新进展,该技术已应用于意大利滑坡沿缓慢而连续运动的意大利南部高速公路上的桥梁。由于滑坡作用导致梁未对准,前一座桥被关闭。最近设计了一种新的桥梁,其基础更加坚固,但即使在初始施工阶段,也很明显,即使不是不可能,静态解决方案也是不可取的。杰特(Jet)根据最近二十年的观察,可预见的运动相对较小,该时期内最大水平测得的水泥位移为20厘米。因此,提出了桥的另一种形式,其特征在于桥面板更轻和更长,以便用更少的元件来协商该部分。此外,监控和重新定位系统已经进行了彻底的重新设计,可以对桥面板进行几乎连续的调整,从而严重限制了重新对齐的时间,从而减少了交通中断。已经使用了数量减少的干涉激光仪,使用了带有预先设置的反射镜的旋转鼓来扫描整个测量场。在目前的版本中,起重器应代替支柱,用作支柱和甲板之间的主动连接,从而能够承受垂直方向上所有交通引起的动态应力。举升机还坚固耐用,消除了所有滚珠轴承,而采用了特氟龙板。此外,系统还增加了计算机控制的侧向支撑,可水平移动甲板,同时将交通或炉膛冲击传递给支柱。在每个升降机的顶部,一个弹性接口轴承应变片将能够测量切向应力以及载荷的不均匀分布,从而提供有关梁重新对准的需求的更多信息。

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