计划在泗水大气陈列室12层楼的地基钻孔

Arfilian Permana Putra Arfilian, Dandung Novianto, Gerard Aponno
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引用次数: 0

摘要

阁楼展示大楼泗水是一座12层的建筑,坐落在人口稠密的地区,土壤条件处于粘土类型的位置。本文的目的是考虑桩的承载能力和固结减量,对钻孔灌注桩基础进行就地规划,为工程实施的规划、施工成本的计算和调度提供参考。荷载计算参照PPIUG 1983,基础计算和设计采用标准贯入试验(SPT)数据,成本估算采用泗水市基础单价2020。计算结果表明,采用LRFD组合的建筑结构荷载为817,432吨。而从计算和基础规划结果来看,基础桩基础尺寸1m,基础深度20m,压杆承载能力为263,101吨,桩承台规划尺寸为5 × 5 × 1m,桩承台内桩数为4根。压缩桩基础费用预算方案计算为Rp 6.080.326.766,84。实现方法本身使用膨润土。通过使用MS Project应用程序进行调度,该工作的持续时间为35天。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PERENCANAAN PONDASI TIANG BOR PADA BANGUNAN 12 LANTAI GEDUNG ATTIC SHOWROOM SURABAYA
Attic Showroom Building Surabaya is a 12-story building that stands in a densely populated area, with soil conditions at a clay-typed location. The purpose of this thesis is to plan the bored pile foundation on condition at the location by considering the carrying capacity of the pile and the consolidation reduction, which will later become a reference in planning the work implementation, calculating construction costs, and making scheduling. Calculation of loading refers to PPIUG 1983, while calculating and designing the foundation using Standard Penetration Test (SPT) data, as well as calculating cost estimates using the Surabaya City Base Unit Price 2020. From the calculation results obtained load loading of building structures amounting to 817,432 tons using LRFD combination . While from the results of calculation and foundation planning, the dimensions of the foundation pile foundation 1 m and foundation depth 20m with the carrying capacity of the press mast are 263,101 tons, and pile cap planning with dimensions of 5 x 5 x 1m with the number of piles in one pile cap is 4 pieces. The calculation of the budget plan for the cost of the foundations of the compressed pile is Rp 6.080.326.766,84. The method of implementation itself uses a bentonite. The duration obtained for this work is 35 days by scheduling using the MS Project application.
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