PAREPARE图书馆规划分析使用平板法修正

M. Mustakim, Saing Muhammad
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摘要

用平板法的A Modi教育分析Sekolah Tinggi Agama Islam Parepare图书馆建筑方案。该研究旨在了解主体结构的尺寸,基于根据SNI 2847:2013分析的ETABS程序,使用分享板创建建筑结构。计算主体结构所需的配筋量,根据图书馆大楼的修改评估结果进行nal设计,并对震区群众参与情况进行分析。分析结果表明,整层楼板厚度为22 cm,落板厚度为120 cm × 120 cm,厚度为12 cm,柱尺寸K1 1层为70/70,K1 2-4层为60/60,K1 5层为50/50,柱2 1-5层为50/35,K3 1-5层为30 × 30,剪力墙厚度为30 cm。平板的钢筋制作成钢筋D16 mm,主柱钢筋K1 22D22,柱钢筋K2 9D22,柱K8D12。以技术图纸形式完成的图书馆建筑改造方案,由结构平面图、构件图、配筋细部图组成。在C类地震区,通过对4、5型的质量分区控制,分别达到93%和94%,能够抑制地震方案的荷载。
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ANALISIS PERENCANAAN GEDUNG PERPUSTAKAAN STAIN PAREPARE DENGAN MENGGUNAKAN MODIFIKASI METODE FLAT SLAB
The Analysis of Library Building Plan of Sekolah Tinggi Agama Islam Parepare by using A Modication of Flat Slab Method. The research aimed to know the dimensions of main structure, create construction structure using at slab based on ETABS Program that was analyzed according to SNI 2847:2013. Counting the reinforcement needed by main structure and create a nal design based on the modication result of Library Building as well as analyze the mass participation in earthquake areas. The analysis result showed that the thickness of the whole flat floor was 22 cm and drop panel was 120 cm x 120 cm with 12 cm thick, column dimension K1 for Floor 1 with 70/70, K1 floor 2-4 with 60/60, K1 floor 5 with 50/50, column 2 floor 1-5 with 50/35 and K3 floor 1-5 with 30 x 30, the thickness of shear wall was 30 cm. The reinforcement of flat slab produced reinforcement D16 mm, main column reinforcement K1 22D22, column K2 9D22, column K8D12. Final Plan of library building modification based on technical drawing form consisted of the Picture of structure plan, pieces, and detail of the reinforcement. In earthquake area with Category C, it was showed by mass partition control on mode 4 and 5 had achieved 93% and 94% and was able to restrain the load of earthquake plan.
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