ANALYSIS PLANNING AND DESIGN STRUCTURE OF BUILDING FLATS RENT FOR FACTORY WORKERS IN INDUSTRIAL AREA CIREBON REGENCY

T. Nurrohman, Fathur Rohman
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Abstract

ABSTRACT The industrial area in Cirebon Regency which has absorbed a number of industrial workers need to be supported by the infrastructure that facilitates the existence of industrial workers from inside and outside of Cirebon Regency, namely is residence that becomes one of the primary needs / basic human and they should find a place to live that suits the needs and financial capabilities. According to the Constitution 1945, Law No. 4 1992 Housing and Settlement and the Law No. 39 of 1999 on Human Rights, the house is the people's basic rights and guaranteed by law and supported by the Presidential Decree 22/2006 issued a national program "Flats 1000 Tower" which was targeted to build flats are middle to lower class. In order to create a structure that is safe and meets serviceability limit, so in the process of design the building structure must be according to SNI 2847-2013 of reinforced concrete. Beside planning, the loading structure must be according to SNI 1727-2013, then for calculation of earthquake engineering refers to SNI 1726-2012. Analysis structure using ETABS, for the material of structures is used concrete including frame section (column, sloof, beam, and slab). From the planning and design of the flats that were done in this thesis obtained 2 types of columns with a size 50/50 using reinforcement 12-D19 and shear reinforcement O10-100 and 35/35 using reinforcement 8-D19 and shear reinforcement O10-100, then obtained 2 types of main beams with a size 35/50 using reinforcement 12-D16 with shear reinforcement O10-100 and size 25/30 using reinforcement 5-D16 with shear reinforcement O10-120, then for floor and roof slab obtained a thickness 13cm using reinforcement D12-150. RAB structure obtained in this plan is Rp.15,920,000,000,- so that the price per meter is Rp.3,686,000,-. Keywords : Analysis and Planning structure, ETABS, Thesis Result.
工业园区园区职工用房结构分析、规划与设计
Cirebon Regency的工业区吸收了大量的产业工人,需要基础设施的支持,以方便来自Cirebon Regency内外的产业工人的生存,即住宅成为主要需求/基本人类之一,他们应该找到适合需求和经济能力的居住场所。根据1945年《宪法》、1992年《住房和定居法》第4号法和1999年《人权法》第39号法,住房是人民的基本权利,受到法律保障,并得到2006年第22号总统令的支持,该总统令发布了一项国家方案“公寓1000塔”,旨在为中下层阶级建造住房。为了创造一个安全且符合使用极限的结构,因此在设计过程中,建筑结构必须按照SNI 2847-2013的钢筋混凝土标准进行设计。除规划外,荷载结构必须按SNI 1727-2013计算,地震工程计算参照SNI 1726-2012计算。采用ETABS对结构进行分析,对于结构材料采用混凝土,包括框架截面(柱、槽、梁、板)。从本文所做的平面规划设计中,得到了2种尺寸为50/50的柱,采用钢筋12-D19和抗剪钢筋O10-100, 35/35采用钢筋8-D19和抗剪钢筋O10-100,然后得到了2种尺寸为35/50的主梁,采用钢筋12-D16和抗剪钢筋O10-100, 25/30采用钢筋5-D16和抗剪钢筋O10-120。然后,楼板和屋面板采用加固D12-150,厚度为13cm。本方案得到的RAB结构为159.2亿卢比,-因此每米价格为368.6万卢比,-。关键词:分析与规划结构,ETABS,论文成果
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