Analisis Kapasitas Struktur Dinding Squat Wall (Studi Kasus Underpass Pompa Sentiong Jakarta)

A. Costa, Bimo Bimo, Kencana Verawati Vera
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Abstract

There is a potential overflow of a river during rain, resulting in water levels raised beyond normal water levels in the Sentiong Underpass Area, Jakarta in which is one of the strategic locations in Central Jakarta. To guarantee and maximize water flow in the Sentiong Underpass area, a water discharge regulatory system was created to be the form of underground wall structures equipped with pump houses. This wall structure is made of reinforced concrete structures underground at ± 3 m depth. This research aims to evaluate and analyze the underground wall capacity with reference to principles designed by SNI 2847-2013 and SNI 1727-2013. Analysis of data used based on field data including soil test parameters and vehicle traffic. Structural analysis which used is Computer Program (STAADPro), then based on the data obtained from the results of analysis and evaluation can be determined magnitude of displacement and dimensions of the reinforcement. The wall structure in Sentiong Area, Jakarta was planned to use K-300 concrete as high as 3m underground, 40 cm of wall thickness, bottom floor thickness 40 cm, and upper floor thickness 20 cm. The total length of this underground wall structure was planned 32 m. Based on the results of the analysis, it was found that displacement and capacity structure qualified safely with design steel reinforcement diameters of D13 mm and D16 mm.
深蹲壁结构分析(常胜抽水机分析情况)
下雨时,河流可能会溢流,导致雅加达森通地下通道地区的水位超过正常水位,该地区是雅加达中部的战略位置之一。为了保证和最大限度地提高森通地下通道区域的水流,设计了一个排水调节系统,以地下墙结构的形式配备泵房。本墙体结构为地下±3m深度钢筋混凝土结构。本研究旨在参照SNI 2847-2013和SNI 1727-2013设计原则对地下墙承载力进行评价和分析。使用的数据分析基于现场数据,包括土壤测试参数和车辆交通。结构分析采用的是计算机程序(STAADPro),然后根据分析和评价结果得到的数据,可以确定位移的大小和配筋的尺寸。雅加达Sentiong地区的墙体结构计划使用K-300混凝土,地下3米高,墙厚40厘米,底层厚度40厘米,上层厚度20厘米。这个地下墙结构的总长度规划为32米。分析结果表明,设计配筋直径分别为D13 mm和D16 mm时,位移和容量结构安全合格。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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