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首页> 外文期刊>Aceh International Journal of Science and Technology >The Unit Price Implication of Reinforcement Usage in Tie Beam Reinforced Concrete Construction
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The Unit Price Implication of Reinforcement Usage in Tie Beam Reinforced Concrete Construction

机译：系梁钢筋混凝土施工中钢筋用量的单价含义

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摘要

The construction cost as one of the most important project resources should be planned and use efficiently. Cost estimation can be analysed using standard of unit price analysis according to Indonesian National Standard (SNI 7394:2008). Related to unit price analysis for tie beam reinforced concrete, the standard mentioned a specific analysis that combine all materials requirement include reinforcement (unit price analysis No. 6.29). In such analysis, reinforcement requirement is stated as much as 200 kg/m 3 of concrete. Considering the diversity of dimension design of building structure caused by geographical location and building function, a further study required to response these problems. This research is aimed to provide information to what extent the unit price analysis related to tie beam reinforced concrete can be enforced in cost estimating. Research process initiated with secondary data collection to building construction located in zone 10 and 15 based on earthquake zone map (SNI 1726:2012) in Province of Aceh. The results of analysis informed that the ratio of reinforcement requirement of tie beam in zone 10 is 198.03 kg/m 3 to 217.26 kg/m 3 of concrete with average ratio 209.83 kg/m 3 . For zone 15, reinforcement requirement ratio is 203.76 kg/m 3 to 233.83 kg/m 3 of concrete with average ratio 215.17 kg/m 3 . The Potential inaccurate of cost estimation appears in the two review zones. Such inaccuracies may have an impact on the insufficient costs for the work. Thus, the use of the standard unit price analysis needs further assessment for proper application.
机译：作为最重要的项目资源之一的建设成本应得到计划和有效利用。可以根据印尼国家标准（SNI 7394：2008）使用单价分析标准来分析成本估算。与系梁钢筋混凝土的单价分析有关，该标准提到了一种结合所有材料要求包括钢筋的特定分析（单价分析第6.29号）。在这种分析中，规定的钢筋要求高达200 kg / m 3。考虑到地理位置和建筑功能所引起的建筑结构尺寸设计的多样性，需要进一步研究以解决这些问题。这项研究旨在提供有关在估算成本时可以在多大程度上加强与系梁钢筋混凝土有关的单价分析的信息。基于亚齐省地震带图（SNI 1726：2012），对位于10区和15区的建筑进行二次数据收集的研究过程开始了。分析结果表明，区域10的系梁加固要求的比例为198.03 kg / m 3到217.26 kg / m 3的混凝土，平均比例为209.83 kg / m 3。对于15区，混凝土的钢筋需求比率为203.76 kg / m 3至233.83 kg / m 3，平均比率为215.17 kg / m 3。成本估算的潜在不准确之处出现在两个检查区域中。这种不准确之处可能会影响到工作成本不足。因此，使用标准单价分析需要进一步评估以正确应用。

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