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INDONESIA
Teknisia
Published by Universitas Islam Indonesia
ISSN : 08538557     EISSN : 27460185     DOI : 10.20885/teknisia
Core Subject : Engineering,
Engineering
Jurnal Teknisia terbit pertama kali pada bulan April 1996. Pada awal berdirinya, Jurnal Teknisia merupakan jurnal ilmiah berkala yang diterbitkan tiga kali setahun oleh Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia, Daerah Istimewa Yogyakarta yang berisi artikel-artikel bidang teknik sipil, teknik lingkungan, dan arsitektur.
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Articles 5 Documents
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Search results for , issue "Vol. XXIII, No. 2, November 2018" : 5 Documents clear
PEMETAAN RISIKO SEBAGAI DASAR UNTUK MITIGASI BENCANA TANAH LONGSOR DI DESA MUNTUK KABUPATEN BANTUL Sri Aminatun
TEKNISIA Vol. XXIII, No. 2, November 2018
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

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Abstract

Muntuk Village Dlingo District Bantul Regency is one of the villages that are vulnerable to landslides located on the topography of the ridge to the hills in the eastern region of Bantul Regency. In each rainy season some areas in the village of Muntuk landslides occurred. Based on the map of Landslides Prone Area from the Regional Disaster Management Agency, Muntuk Village is one of the villages in Bantul Regency that has steep slopes, so it has high potential for landslides, one of the ways to mitigate the landslide disaster is to assess and analyze the risk of landslide disaster in detail. This study aims to identify the homes of residents who are in landslide threat zone, be it a high threat zone or medium threat zone. The method used in this research is descriptive method with qualitative approach combined with quantitative method used to give a clear picture about the number of houses in each zonation. Sources of data used are primary and secondary data sources through interviews and documentation. The results of this study indicate that 1) the number of households in the high risk zone is 116 houses, in the hight hazard zone is 160 houses. 2) The village of Muntuk has a high threat, medium to high vulnerability, and medium capacity, which means having a medium to high risk. 3) Recommended infrastructure development for disaster mitigation.
PEMANFAATAN LIMBAH KORAN DAN ABU TERBANG SEBAGAI BAHAN CAMPURAN DINDING PANEL DENGAN PERKUATAN WIRE MESH Mochammad Nur Huda; Mochamad Teguh
TEKNISIA Vol. XXIII, No. 2, November 2018
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

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Abstract

In general, Construction used a bricks, concrete bricks, or hebel as one of the wall materials.  One another alternative is the panel wall. The panel wall is a unit of severals concrete blocks and it arranged in such a way that it becomes a wall. The purpose of this study was to determine the strength of the wall panels made of papercrete. The wall panel of the papercrete can be obtained by mixing pulp, fly ash, and sand with cement paste as an adhesive material and then manually printed on a formwork with a sample in the form of cubes with a size (555) cm3 for concrete paper testing. Whereas in the wall sample, in the form of beam size (50505) cm3 for the test of compressive strength, size (100505) cm3 for flexural test, and size (1201205) cm3 for diagonal shear test. The composition used (Portland Cement : Sand : Paper : Fly ash) is (1:3:0,25:0), (1:3:0,25:0,2), (1:3 0,5:0,2), (1:3:0 ,5:0,4). Each wall sample was given reinforcement in the form of wire mesh with 2 types of placement, namely a single wire located in the middle of the span and two wires installed between the layer of the papercrete span. From the test results obtained an average volume weight ranged from 1,965 to 2,068 grams / cm3, with the highest papercrete compressive strength in the sample (1:3:0,25:0,2) of 15,619 MPa. In wall testing, the highest compressive strength was found in samples with single wire mesh reinforcement with an average of 12,31 MPa. The highest flexural strength in the sample with double wire mesh reinforcement of 3,573 MPa. In the diagonal shear strength test the highest results were obtained in the sample with a double wire mesh reinforcement of 2,587 MPa.
OPTIMALISASI BIAYA DAN WAKTU PROYEK MENGGUNAKAN METODE CRASHING DENGAN PENAMBAHAN WAKTU KERJA (LEMBUR) DAN SISTEM KERJA SHIFT Adityawan Sigit
TEKNISIA Vol. XXIII, No. 2, November 2018
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

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Abstract

On every project construction often found problem about delay work project, this happen consequence existence difference condition location project, change design, weather or error in planning project. Consequence from delay work project this happen accretion cost project and project finished through from the planned time. Development Project and Development of Magelang Type B Hospital located on Jl. Raya Magelang -Yogyakarta, Mungkidan, Village Danurejo, District Mertoyudan, Regency Magelang, Central Java is project development and development House sick beforehand. Moment implementation development project experience delay because of factor where the climate the beginning of the implementation process project enter season rainy day. With existence problem that is then will do analysis schedule construction with use PDM method ( Precedence Diagram Method ) on Development Project and Development of Magelang Type B Hospital use method acceleration (crashing) with additions time work ( overtime ) 1 hour, 2 hours, 3 hours and working hours shift . Where aim from analysis that is for knowing the total time and cost project and knowing time acceleration (crashing) efficient and costs economical. From the destination research this obtained results analysis in a manner economical cost acceleration (crashing) with working hours more shift economical with total costs project as big as Rp. 13,881,934,901.31 and for optimal duration time project the fastest that is with acceleration (crashing) additional working hours (overtime) 3 hours with duration time project finished for 154 days or 56% more fast from normal duration is 350 days.
PERBANDINGAN METODE ANALISIS KAPASITAS LENTUR DAN FAKTOR REDUKSI PELAT COMBIDECK TERHADAP UJI LABORATORIUM hariadi yuliantoo
TEKNISIA Vol. XXIII, No. 2, November 2018
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

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Abstract

Combideck slab was a floor slab that used a steeldeck as positive reinforcement and as formwork that hold the flooring concrete cast. While combined with wiremesh as negative reinforcement, the combideck system even more efficient than half slab casting method for concrete flooring system (Siregar, 2010). However, there is no standard method in Indonesia to analyze the flexure capacity of combideck. This study compared 3-analysis method (ultimate, working stress and SDI-ANSI) to laboratory test result that already done by Kadir&Sudarmadi (2008). Based on the published data, this study analyzed the combideck section properties to determine the theoretical flexure capacity, than it compared to the test result for validation. Besides that, this study also evaluated the reduction factor from the all 3 method to laboratory test result. This study validated that the working stress and SDI-ANSI method were accurate to analyze the slip flexure capacity, but the ultimate method was accurate for maximum flexure capacity. Because of the theoretical capacity form all 3 method was slightly greater than the test result (SDI-ANSI= 5.79%, working stress= 4.83%, ultimate method = 5.72%), the reduction factor from this study resulted as =0.76.
ANALISIS LAIK FUNGSI BANGUNAN HUNIAN VERTIKAL (Studi Kasus: Gedung Rusunawa Kabupaten Sleman, Yogyakarta) Yufiansyah Akhyar Rasyid
TEKNISIA Vol. XXIII, No. 2, November 2018
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

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Abstract

Bangunan hunian vertikal seperti bangunan gedung Rusunawa merupakan bangunan hunian vertikal yang dibangun untuk masyarakat berpenghasilan rendah (MBR). Rusunawa sebagai bangunan publik harus andal dan laik, sehingga kepuasan pengguna atau penghuni bangunan dapat tercapai. Sesuai Undang-Undang Nomor 28 tahun 2002 tentang Bangunan Gedung dan Peraturan Pemerintah (PP) nomor 36 tahun 2005 yaitu bangunan gedung harus memenuhi persyaratan secara administrasi dan teknis sehingga gedung laik fungsi. Laik fungsi bangunan dapat diukur dengan menilai keandalan disetiap masing-masing komponen bangunan gedung rusun. Selain itu kelaikan bangunan dapat menjadi faktor yang berhubungan dengan kepuasan penghuni bangunan.Penelitian ini bertujuan untuk mengetahui aspek komponen bangunan yang dominan dalam tingkat kelaikan bangunan hunian vertikal dan mengetahui hubungan tingkat kepuasan penghuni bangunan dengan tingkat kelaikan bangunan hunian vertikal. Metode penelitian yang digunakan adalah metode analisis deskriptif korelasi. Teknik pengumpulan data untuk penilaian kelaikan bangunan gedung menggunakan form daftar simak SLF dengan. Sedangkan pengumpulan data tingkat kepuasan penghuni bangunan menggunakan form kuisioner dengan melakukan wawancara.Hasil penelitian menunjukkan bahwa komponen bangunan yang dominan dalam mempengaruhi kelaikan bangunan hunian vertikal yaitu komponen Mekanikal. Adapun indikator-indikator masing-masing komponen bangunan yang dominan mempengaruhi kelaikan bangunan dalam komponen Arsitektural adalah dinding dalam dan dinding luar, dalam komponen Mekanikal adalah urinoir, dalam komponen Elektrikal adalah tata suara, dalam Tata Ruang Luar adalah penerangan luar, sedangkan dalam komponen struktural tidak mempengaruhi kelaikan bangunan karena sudah sangat baik dalam kelaikan bangunan hunian vertikal. Sedangkan tingkat kelaikan bangunan hunian vertikal berhubungan erat dengan tingkat kepuasan penghuni bangunan.Kata Kunci: kelaikan bangunan, kepuasan penghuni, bangunan hunian vertikal

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