Structure Design Evaluation of Muhammadiyah Banjarmasin University Convention Centre Building Due to Functional Change Based on SNI 03-2847-2019

Elia Anggarini, Irwandy Muzaidi
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Abstract

The Muhammadiyah Banjarmasin University Convention Centre Building was originally built as a guesthouse, over time it changed its function to become a place for lecture activities. Therefore, an evaluation of the initial structural design is carried out on the reliability of the building structure as regulated in Government Regulations in Permen PU No. 25 of 2007 concerning Certificate of Building Functioning or SLF. The data used in this study are primary and secondary data, where primary data is in the form of field tests to determine the uniformity of concrete quality, namely the bounce test using the Hammer Test tool on the beams and columns of the 1st floor and 2nd floor as many as 10 points, while secondary data uses preliminary planning data. Modeling is done in 3D using SAP2000 software. The results of research on the value of uniformity of concrete quality show mixed results, this is due to several factors, one of which is different casting methods in the field. Meanwhile, from the results of the analysis of the service ability of the building structure, the value of the Ultimate Moment (Mu) and Ultimate Load (Pu) as well as the Maximum Ultimate Moment (Mr) and Maximum Ultimate Load (Pr) is still able to withstand the loads acting on the structure even though it has changed its function based on SNI 03-2847-2019.
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基于 SNI 03-2847-2019 的功能变化对 Muhammadiyah Banjarmasin 大学会议中心大楼的结构设计评估
Muhammadiyah Banjarmasin 大学会议中心大楼最初是作为宾馆建造的,随着时间的推移,其功能发生了变化,成为了一个举办讲座活动的场所。因此,根据 2007 年第 25 号 Permen PU 中关于建筑功能证书(SLF)的政府条例,对最初的结构设计进行了评估,以确定建筑结构的可靠性。本研究使用的数据包括主要数据和次要数据,其中主要数据采用现场测试的形式,以确定混凝土质量的均匀性,即使用锤子测试工具对一楼和二楼的梁和柱进行多达 10 个点的回弹测试,而次要数据则使用初步规划数据。使用 SAP2000 软件进行三维建模。对混凝土质量均匀性数值的研究结果显示出好坏参半的结果,这是由于多种因素造成的,其中之一就是现场浇筑方法的不同。同时,从建筑结构的使用能力分析结果来看,根据 SNI 03-2847-2019,建筑结构的极限力矩值(Mu)和极限荷载值(Pu)以及最大极限力矩值(Mr)和最大极限荷载值(Pr)即使改变了其功能,仍然能够承受作用在结构上的荷载。
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审稿时长
12 weeks
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