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Monitoring of a concrete arch bridge during construction

机译:施工期间对混凝土拱桥的监控

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The Siggenthal Bridge is a concrete arch bridge with an arch span of 117 m, being built over the Limmat River in Baden, Switzerland. This bridge has been instrumented with 58 long-gage SOFO fiber optic deformation sensors, 2 inclinometers and 8 temperature sensors to monitor its deformations, curvatures and displacements during construction and in the long-term. The sensors have been installed successfully and the arch was monitored during the removal of the formwork and supports. It was therefore possible to observe the deformation of the arch when being loaded by its dead load and by the daily temperature fluctuations. The measurements have shown that the temperature changes produce deformations of the same order of magnitude as the dead loads. The out-of-plain displacements obtained by double-integration of the measured curvatures are in good agreement with the direct triangulation measurements. Monitoring was also carried out during the construction of the superstructure, with the associated change of the load distribution in the arch. This paper briefly introduces the functional principle of the long-gage sensors used in this application, illustrates their installation and discusses the measurement results obtained during the bridge construction.
机译:Siggenthal桥是一座混凝土拱桥,拱跨度为117 m,正在瑞士巴登的利马特河上建造。该桥已配备58个长距离SOFO光纤变形传感器,2个测斜仪和8个温度传感器,可在施工期间和长期监控其变形,曲率和位移。传感器已成功安装,并且在拆除模板和支撑架期间对拱门进行了监控。因此,有可能观察到拱在受到恒载和每日温度波动时的变形。测量结果表明,温度变化会产生与静载荷相同数量级的变形。通过对测得的曲率进行两次积分获得的平面外位移与直接三角测量法非常吻合。在上层建筑的建造过程中还进行了监测,并相应地改变了拱中的荷载分布。本文简要介绍了此应用中使用的长距离传感器的功能原理,说明了它们的安装方式,并讨论了在桥梁施工过程中获得的测量结果。

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