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Strengthening Strategy of Old Bridge in Indonesia (Tukad Yeh Bakung) by Using Optimization and Preservation Approach

机译:利用优化和保存方法加强印度尼西亚旧桥梁策略(Tukad Yeh Bakung)

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A reliable, integrated and sustainable highway road network system throughout the national territory needs to include an upgraded structural capacity of bridges; particularly Tukad Yeh Bakung bridge in Bali-Indonesia. It was essentially needed to improve transportation services to provide direct impacts of economic growth and social welfare locally. To upgrade structural capacity an old bridge has been done by applying a preservation method sustainably: maintenance and rehabilitation in order to keep the bridges provide services properly. This preservation method has also been intended to provide an acceptance and functional criteria (certification of life services) of bridge 50 up to 100 year, and further. An old bridge (Tukad Yeh Bakung) was built in 1977 located along the national road network between Denpasar and Gilimanuk with reference (stationing of km 54+400). The bridge was suffered with structural damages due to exceeded load services, earthquakes, and material degradation. The damages of bent was essentially needed to be preserved since the damages found such as cracked and porous on concrete deck/slab and exposed of slab/bending reinforcement which clearly hazard from corrosions as well as decreasing its capacity. Simple bridge preservation has been done by giving additional or replacement of flexural reinforcement as well as a confinement method for the concrete column. Ultimate capacity ratio (Mu/ΦMn) of bent has been evaluated and typical confinement method will also increase lateral load capacity of the pier and prevents of collapse (due to local and global/longitudinal buckling).
机译:在全国领域的可靠,综合和可持续的公路网络系统需要包括桥梁的升级结构能力;特别是在巴厘岛印度尼西亚的Tukad Yeh Bakung Bridge。基本上需要改善运输服务,为当地提供经济增长和社会福利的直接影响。为了升级结构能力,通过可持续应用保存方法来完成旧桥:维护和康复以便保持桥接良好提供服务。这种保存方法还旨在提供桥50最多100年的桥梁50的接受和功能标准(生命服务认证),进一步。一座旧桥(Tukad Yeh Bakung)于1977年建于1977年,位于Denpasar和Gilimanuk之间的国家公路网,参考(驻扎在KM 54 + 400)。由于超过负载服务,地震和物质退化,该桥的结构损坏遭遇。基本上需要弯曲的损坏,因为在混凝土甲板/平板上的裂纹和多孔裂缝和裂缝和平板/弯曲钢筋暴露的损坏以及显然危害腐蚀的损坏以及降低其容量,因此损坏。通过额外或更换弯曲强化以及混凝土柱的限制方法,已经完成了简单的桥式保存。已经评估了弯曲的最终容量比(MU /φMN),并且典型的限制方法还将增加码头的横向负载能力并防止崩溃(由于局部和全球/纵向屈曲)。

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