夹式绑扎器替代钢筋混凝土柱中135°端钩横向钢筋的可施工性及造价分析

Koung-Yeun Park, H. Yun
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引用次数: 0

摘要

本研究的目的是为了确保135°交叉施工的脱钩细部作为钢筋混凝土柱的外系标准细部具有相同或更高的结构性能和可施工性,因此,为了提高可施工性,建议使用夹式绑扎器。对钢筋混凝土柱90°端钩横向配筋夹式绑扎器进行了施工性评价和成本分析试验。分析结果证实,无论管柱直径大小,标准细部柱的成形时间都在1小时左右。当使用夹型绑定实现时,它减少到标准详细列的50%左右。无论建筑大小,使用夹式绑扎器对降低成本最为有效,与使用标准细部相比,人工成本降低效果约为32%。结果表明,使用夹式绑扎器在缩短施工时间和降低施工成本方面非常有效。
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Constructability and Cost Analysis of the Clip-Type Binding Implement Substituting 135° End-Hooked Transverse Reinforcement in Reinforced Concrete Columns
The purpose of this study is to secure the same or more structural performance and constructability for the detail off hooks cross-constructed at 135° used as external-ties standard detail in reinforced concrete columns, therefore, to the purpose of improving constructability, The clip-type binding implement was suggested. the experiment on the constructability evaluation and cost analysis of the clip-type binding implement by 90° end-hooked transverse reinforcement in reinforced conrete columns was carried out. The results of the analysis confirmed that standard detail column took about an one hour regardless of the diameter of tie. When using the clip-type binding implement, It was reduced to about 50% of the standard detail column. and regardless of the building size, it was most effective for the cost down when using the clip-type binding implement 1ea, it was about 32% fo labor cost reduction effect in comparison with using standard detail. as a result, Using the clip-type binding implement is shown be very effective in the working time and construction cost reduction.
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