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PERBEDAAN KUAT TEKAN SEGMEN KOLOM MODULER BETON PECAHAN GENTENG DENGAN SEGMEN KOLOM MODULER BETON PECAHAN BATA MERAH PADA RUMAH TUMBUH Chundakus Habsya
JIPTEK: Jurnal Ilmiah Pendidikan Teknik dan Kejuruan Vol 1, No 1 (2008)
Publisher : Fakultas Keguruan dan Ilmu Pendidikan Universitas Sebelas Maret Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/jiptek.v1i1.9846

Abstract

The objectives of this research were: (1) is there any difference between compressive strength the moduler column segment of tile fraction concrete with the moduler column segment of red brick fraction concrete (2) is there any difference between specific gravity the moduler column segment of tile fraction concrete with the moduler column segment of red brick fraction concrete (3) percentage of clay fulfilling of optimal quality moduler column segment. This research used the quantitative method experiment by compression test. Population used by  33 moduler column segment 150 mm x 150 mm x 300 mm with variation of the percentage of red brick fraction and tile fraction replacement 0%, 20%, 40%, 65%, 80%, 100%. Data Technique analyzes used was the equations mark with lines the regression with the level significance 1%. Conclusion from this research is: (1) There was difference between compressive strength the moduler column segment of tile fraction concrete with the moduler column segment of red brick fraction concrete. On the moduler column segment of tile fraction concrete with percentage of 40%, 60% compressive strength equal to 15.81 Mpa and 15.04 Mpa fulfill the structure standard and the moduler column segment of red brick fraction concrete with percentage of 40%, 60%  compressive strength equal to 8.92 Mpa, and 6.56 Mpa not fulfill the structure standard (2) There was difference between specific gravity the moduler column segment of tile fraction concrete with the moduler column segment of red brick fraction concrete at variation of percentage of 40% and 100%. (3) Optimal quality of moduler column segment of tile fraction concrete with  percentage of 40%, compressive strength 15.81 Mpa, specific gravity 2217.05 kg/ m³.
Gedung Pertunjukan Seni Uri Sani Budaya Purbalingga dengan Pendekatan Arsitektur Jawa Kontemporer Chundakus Habsya; Abdul Haris Setiawan; Atin N; Retno W
Arsir: Jurnal Arsitektur Vol 9 No 1 (2025): Arsir
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/arsir.v9i1.358

Abstract

This study aims to examine land use in the public service zone, education, health, sports and recreation functions so as to obtain a suitable site and design a Performance Building and Art Gallery Building in the Purbalingga Cultural Uri Sani Complex with a Contemporary Javanese Architecture approach. The method of architectural approach is qualitative and quantitative which alternate with each other and processed into design. Data sources are informants, archives and documents. Data collection is done by interview, observation, and analysis of archives and documents. The results of the planning and design study are that the site is in a public service zone that meets broad needs, the support of environmental facilities, easy access to the site and fulfillment of the development of creativity and appreciation of the arts of the Purbalingga community and its surroundings, planning and design produce space requirements, the plan of the Performance Building and Gallery with the approach of Contemporary Javanese Architecture. The roof shape is typical of Javanese architecture, and is combined with local cultural products, namely the lawa batik art motif for the secondary skin facade and kawung batik for the decorative variety of ventilation holes. The contribution of the study is in the form of studies and design drawings of the Uri Sani Complex as a proposed design to the Purbalingga Regency Education and Culture Office and art lovers in general.