全封闭式复合体系人行天桥加固分析

Mohamad Jaya Saputra, T. Rochman, Sunarto Suryanto
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摘要

在一些村庄,仍然经常发现不适合几个村民的通道桥。该桥有许多损坏,导致该桥的强度比原计划的要低。这样,当地居民过桥时会感到不安全,因为如果桥梁继续损坏而不进行维修,可能会造成人员伤亡。意识到这一点的重要性,我作为作者对一座人行桥结构进行了全包覆复合体系加固的分析研究,并对该桥修复前后的强度进行了几次比较。人行天桥加固的荷载规划参照SNI最新规定,即公务部长通告02 / SE / M / 2010号。结构的静力分析使用STAAD Pro CONNECT EDITION计算机应用程序,规划结果的描述使用Auto CAD 2019计算机应用程序。从本次人行天桥分析可以得出:(1)修复后的桥梁发生的挠度从84.1 mm减小到34.2 mm,使桥梁的舒适性优于之前(2)所需桥梁维修费用的预算计划为IDR 41,120,966.24.-
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STRENGTHENING ANALYSIS OF PEDESTRIAN BRIDGE WITH TOTALLY ENCASED COMPOSITE SYSTEM
In some villages, access bridges that are not suitable for several villagers are still often found. There were many damages to the bridge which resulted in the bridge's strength decreasing from what had been planned. That way local residents feel unsafe if they cross the bridge because it can result in casualties if the damage to the bridge continues without any repairs. Realizing the importance of this, I as the author took an analytical study on the strengthening of a pedestrian bridge structure with a totally encased composite system which will produce several comparisons of the strength of the bridge before and after repair. The planning of loading for the strengthening of pedestrian bridges refers to the latest SNI, namely the Circular of the Minister of Public Works No. 02 / SE / M / 2010. Static analysis of the structure uses the STAAD Pro CONNECT EDITION computer application and the depiction of the planning results using the Auto CAD 2019 computer application program. From this pedestrian bridge analysis it can be concluded that (1) the deflection that occurs on the bridge after repair from 84.1 mm to 34.2 mm so that the comfort of the bridge is better than before (2) The budget plan for the required bridge repair costs is IDR 41,120,966.24.-
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