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Inersia : Jurnal Teknik Sipil dan Arsitektur

inersia
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Published by Universitas Negeri Yogyakarta

ISSN : 0216762X EISSN : 2528388X DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

INERSIA is stand for INformasi dan Ekspose hasil Riset Teknik SIpil dan Arsitektur. This scientific journal is managed by the Department of Civil Engineering and Planning Education, Faculty of Engineering, Yogyakarta State University, in cooperation with the Persatuan Insinyur Indonesia (PII). It publishes and disseminates research results from lecturers and post graduate students from various universities in Indonesia, which has contributed to the development of science and technology, especially in the field of Civil Engineering and Architecture. INERSIA is published twice a year, in May and December.

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Articles 312 Documents

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EVALUASI HUBUNGAN BIAYA INVESTASI TERHADAP KUALITAS KENYAMAN PADA PERUMAHAN Pratiwi Dian Ilfiani; Suprapto Siswosukarto; Djoko Sulistyo
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 15, No 2 (2019): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThe demand for housing has never stopped because the population growth always increased. Technical Guidelines for the Construction of Healthy Houses issued by the Minister of Regional Regional Development states that a house as a place of residence must meet indoor health and comfort requirements which is influenced by lighting, airing, air temperature and humidity. This study uses natural lighting, natural ventilation, room humidity and acoustic comfort as variables. The object of this study is limited to the building area of a maximum of 70 m2 with four sample that maintain the original house shape from the design of the developer. Three out of four houses showed the relation between investment and indoor comfort, the higher investment improve indoor comfort. But, one of them showed different pattern, this is because the investment value is influenced by the accessibility of site and buildings.This study found that indoor comfort is influenced by design factors and micro climates. While home investment is influenced by the design and accessibility of site and buildings.Keywords: indoor comfort, lighting, natural ventilation, humidity, acoustic comfort ABSTRAK Tuntutan adanya sebuah rumah tidak pernah berhenti karena pertumbuhan penduduk yang selalu meningkat. Pedoman Teknis Pembangunan Rumah Sederhana Sehat yang dikeluarkan oleh Menteri Permukiman dan Prasarana Wilayah (2002) menyatakan bahwa rumah sebagai tempat tinggal yang memenuhi syarat kesehatan dan kenyamanan dipengaruhi aspek pencahayaan, penghawaan, serta suhu udara dan kelembaban dalam ruangan. Adapun variabel yang diangkat terdiri dari pencahayaan alami, penghawaan alami, kelembaban ruang dan kebisingan. Objek dari penelitian ini dibatasi pada dengan luas bangunan maksimal 70 m2 dengan empat sampel rumah yang mempertahankan bentuk rumah asli dari desain pengembang. Dari empat rumah, tiga diantara menunjukkan hubungan bahwa semakin tinggi investasi semakin baik kualitas kenyamanan di dalamnya. Akan tetapi satu diantaranya memperlihatkan pola yang berbeda, hal tersebut dikarenakan nilai investasi yang dipengaruhi oleh nilai aksesibilitas lahan dan bangunan. Penelitian ini pada akhirnya mendapatkan hasil bahwa kenyamanan dalam ruang dipengaruhi oleh faktor desain rumah dan iklim mikro. Sedangkan investasi rumah dipengaruhi oleh desain dan nilai aksesibilitas lahan dan bangunan. Kata kunci: kenyamanan dalam ruang, pencahayaan, penghawaan, kelembaban, kebisingan

PERBEDAAN BESARAN PENCAHAYAAN ALAMI PADA DUA MODEL BUKAAN JENDELA Studi Kasus: Ruang Dasen Jurusan Teknik Sipil dan Perencanaan FT UNY Ikhwanuddin, Mahmud Rosyid
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 3, No 1 (2007): Maret
Publisher : Universitas Negeri Yogyakarta

AbstractA window in building could have double function. The One, it canpermit outdoor air to flow across rooms. The other,it can permit daylightor sun ray come into the room. The sum of illumination is determined bysome factors: form, size, position, and proportion between window androom. Overdose of daylight will make air hotter andgJare. While lowdaylight intention can make working not to pleasant. Thus, knowing whatis the good window shape is important.This research used quasi-experiment method. The location oneis in one room of among civil and planning department lecturer rooms.The object of research is the window of room, on the north side. Thewindow has been researched are the window with bouvenHcht and thewindow without bouvenlicht. The Window without bouvenlicht isconstructed of fixed glass. While, the window \Nith bouvenlichtis thesame as one and it is separated by walL The dependent variable arewide of window, intensity of sky illumination, the position of window andpoints of measurements. The windows width of two models are 27.225cm2 and 27.195 cm2. The sky illumination is 10.000 lux. The position ofwindow and the shape of room is fixed. The measurement wasconducted at 11.00 pm to 01.00 am, and it was used Luxmeter NT1332,the production of Sanwa Electric Inst:-ument co. ltd.The result of this research explain two thing. The first, there issignificant different in point 1 in al! line. The illumination of windowwithout bouvenlicht is higher than window with bouvenlicht. While inpoint 2 until 6, the illumination of windo'lv without bouvenlicht is lowerthan window with bouvenlicht. The second, comparing to illuminationstandard for activities, there is no significant different in all line, becausethe difference illumination is no more than 100 hundred lux, except atpoint 1 line C.Keywords: daylight, window shape. illumination

STUDI DESKRIPSI SISTEM PERPARKIRAN DI GALERIA MALL YOGYAKARTA Tryas Purnama, Retna Hidayah
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 11, No 1 (2015): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis study is aimed to describe the eligibility of parking system at Galeria Mall Yogyakarta inparking vehicle based on the standard of the Director General of Land Transportation andNAASRA. The subjects of this study are parking spaces at Galeria Mall Yogyakarta, located onProf.Ir.Yohanes Street. The object of this study is the number of parking spaces available,patterns and dimensions of the parking space, the dimensions of crossing tracks. The datacollection is done by conducting observation and field documentation. The findings of this studywhich have been conducted indicate that: 1) In terms of quantity, the capacity of car parkingspaces: providing only 69% (149 units) out of 214 units that do not meet the standards ofcalculation of Director General of land transportation, worth 2.8 / 100m² from 5.5/100m² so itdoes not meet the NAASRA standards. While motorcycle parking space capacity provides106% (408) out of 385 units so that it meets the standards of calculation. 2) In terms of qualityof SRP car parking area meets the standards: the parking angle and the parking spaces areeffective, Modules, Bp, Lp. SRP B1 floor car area meets the standards: the parking angle andthe parking spaces are also effective, car area on Bp, Lp. SRP B2 Floor meets the standards:the parking angle and the parking spaces are effective (C1, C2, C3), module, the furthest widthof parking space (C1, C2, C3), Bp (C1, C3), Lp (C1, C2, C3). SRP Floor B2 motorcycle areameets the standards: the parking angle and the parking spaces are effective.Keywords: Dimension, Crossing Track, Capacity, Parking Space, SRP

ANALISIS KELAYAKAN ELEVATOR STUDI KASUS HOTEL GRAND TJOKRO DAN MATARAM CITY YOGYAKARTA Achmad Syaifudin, Sumardjito
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

The purpose of the study ist o e x ami n e e l e v a t o r p a s s e n g g e r f o r Ho t e l GrandTjokro Yogyakarta (HGTY) building and Apartment and Hotel Mataram Yogyakarta rewards toelevator requirement as a condition of a residential building needs in terms of capacity, speedand amount. The approach of the study was case study. This study conducted by collectingbuilding data (builds drawing) and specifications of the building elevators. The Analysiselevators using 2 references plan, which are taken from the table chart of Benjamin Stein in thebook Mechanical And Electrical Equipment for Building (MEE) and the empirical way of HartonoPurbo (2007). Based on the analysis of table sandgraphsof MEE, the result of the study showedthat HGTY requires 2 lifts (1050 kg, 2 m/s), as well as to AHMCY needs 4 lifts (1000kg, 1.75m/s). While empirical manner indicates that HGTY need 3 lifts (1050kg, 0.63 m/s) and 2 lifts ifthe speed of 2m/s, as well as for AHMCY, elevators analysis is made of 1 zone system and 2zone system. The system needs to lift 1 zone as much as 2 pieces lifts for apartments and 3pieces lifts to the hotel, and for the 2 zone system each require 4 lifts (1000kg, 1.75 m/s). Basedon the MEE concluded that (1a) HGTY elevators, speed meets there quirements, but thenumbers cannot be analyzed, because speed does not fulfill the requirements for residentialbuildings. As for the (1b) AHMCY elevators, speed and capacity have fulfilled the requirements,but the number was not sufficient to fulfill there quirements. Based on empirical way concludedthat (2a) HGTY elevators have fulfilled there quirements interms of capacity and speed, but thenumber was not sufficient to fulfill the requirements, while for (2b) AHMCY elevators, speed,capacity and quantity to fulfill the requirement soft the system when made 1 zone, but thenumber was not sufficient to fulfill the requirements when made 2 zone system.Keywords: feasibility, multi-storey buildings, passenger elevators

Spatial Formation of Pesantren Pabelan : A Preliminary Study to Understanding Territory Delineation Retna Hidayah
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 6, No 1 (2010): Mei
Publisher : Universitas Negeri Yogyakarta

Pesantren, a setting where muslim community –who embraced Islam religion- live together and learn about Islamic teachings intensively to become a good muslim, is considered as a unique of culture which characterized by special of life pattern, mores, and the presence of internal-authority hierarchy..Study on physical phenomena of pesantren is needed to understand pesantren as whole phenomena in both cultural and physical phenomena. This study was conducted to clarify spatial formation of pesantren Pabelan within Pabelan Village context as a broader setting where pesantren Pabelan was established. Data was gathered through multi-method data collection approaches consisting of observation, photographs, personal case history, and informal interview. This study verified that (1) spatial structure was arranged into concentric circle formation around Pabelan Mosque as a center of religious activity inthis village to maintain power structure, (2) Pesantren Pabelan is a unit of culture that was either separated or integrated with surrounding community, (3) Pesantren spatially segregated based on functional relationship, dominantly use of space, and domain separation between male and female.Key words: Pesantren, muslim community, spatial formation, territory delineation, traditional rural village, Indonesia

PEMANFAATAN LIMBAH STYROFOAM (EXPANDED POLYSTERENE) UNTUK PEMBUATAN DINDING STRUKTURAL BETON RINGAN RAMAH LINGKUNGAN Agus Santoso, Slamet Widodo, Faqih Ma’arif.
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 7, No 1 (2011): Mei
Publisher : Universitas Negeri Yogyakarta

This research study about usage of expanded polysterene for wall structure with strengthening of net wire. Styrofoam has very light weight unit which is about 13 kg/m3 up to 15 kg/m3. Lightweight concrete from expanded polysterene is an effort of utilising it as an alternative in the structure of lightweight walls. In this research, used 12 specimens of lightweight walls which were sandwich wall reference (DSK.H1-H6) has core dimension 80mm and sandwich wall polyprophyelene fiber (DS.I1-I6) with variation 0.5kg/m3; 1.0kg/m3, 1.5kg/m3 respectively. It has core 70mm, 80mm, 90mm in dimension. The dimension of lightweight wall were ±530, 400 and 120mm. Every variant consists of 2 wall, the type of load applied were compression, tensile and flexure. The data then analyzed with quantitative descriptive method. The test result showed that the average of compressive strength and tensile splitting test of self compacting mortar using fibres 0kg/m3, 0.5kg/m3, 1.0kg/m3, 1.5kg/m3 which were 12,45MPa, 10.38MPa, 12.24MPa, 9.49MPa and were 1.54MPa, 1.28MPa, 1.41MPa and 1.08MPa respectively. The addition of polypropylene fiberswere not influence compared with reference cylinder with 0kg/m3 fibers.The composition of the addition of polypropylene fiber will optimum of 1,0kg/m3 in volume. The core and plastering effective were the results 80mm and 20 mm, that the dimensions can increase the capacity of load 6.92%. The value of the maximum load capacity of walls on sandwich styrofoam is of 22.86kN on the addition of polypropylene fibers 1.0kg/m3 in volume.

STABILISASI TANAH LEMPUNG MENGGUNAKAN CAMPURAN LIMBAH ABU SEKAM PADI DAN PASIR DENGAN METODE PEMADATAN LABORATORIUM Mirzan Ludfian; Dian Eksana Wibowo
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 13, No 1 (2017): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACT Soil is a basic layer of building construction as well as material embankment, for example on a road construction work. But not all soil types can be directly used as construction materials, since naturally the soil has limited physical properties and mechanical properties. It is necessary to make improvements on clay soil. This research used experimental method. The test specimens was made as many as 24 samples, 8 specimens for Swelling test, 8 for CBR test and 8 for Consolidation test. Variation of mixture for each specimen are 1% rice husk ash + 10% sand; 1.5% rice husk ash + 15% sand and 2% rice husk ash + 20% sand. The physical and mechanical tests performed include: Atterberg Limit test, Compaction test, CBR Laboratory test, Swelling test and Consolidation test The results of this research showed that the original Swelling of the soil value is 1.93%, then on soil with a mixture of rice husk ash 2% + 20% sand is 0.67%. The CBR test results original soil is 17.82%, the value of maximum occurs on the soil of CBR with a mixture of rice husk ash 2% + 20% sand 26.06%. consolidated test produces maximum value Cc, Cr and Cv on original soil. While the minimum value of Cc, Cr and Cv occurring in the soil on mixture of rice husk ash 2% + 20% sand. The value of Cc from 0.2109 to 0.1028; the value of Cr from 0.0299 to 0.0121; then for the value of Cv 10.1993 cm2/min to 1.8032 cm2/min. it can be conclude that, rice husk ash and sand as a mixture of clay soil can increase soil bearing capacity, reduce the decreasing of soil layer and the potential of soil swell. Keywords: CBR, Consolidation, Rice husk Ash and sands, Swelling. ABSTRAK Tanah merupakan lapisan dasar konstruksi bangunan maupun sebagai material timbunan, sebagai contoh pada pekerjaan konstruksi jalan. Namun tidak semua jenis tanah dapat secara langsung digunakan sebagai material konstruksi, karena secara alamiah tanah memiliki sifat-sifat fisis dan sifat mekanis yang terbatas. Maka perlu dilakukan usaha perbaikan pada tanah lempung.Metode yang dilakukan pada penelitian ini adalah dengan metode eksperimen. Benda uji dibuat sebanyak 24 sampel yaitu 8 benda uji untuk pengujian Swelling, 8 pengujian CBR dan 8 pengujian Konsolidasi. Variasi campuran untuk setiap benda uji yaitu 1% abu sekam padi + 10% pasir, 1,5% abu sekam padi + 15% pasir dan 2% abu sekam padi + 20% pasir. Uji fisis dan mekanis yang dilakukan meliputi: uji Atterberg Limit, Pemadatan, CBR Laboratorium, Swelling dan Konsolidasi. Hasil dari penelitian menunjukkan bahwa nilai Swelling tanah asli yaitu 1,93%, kemudian pada tanah dengan campuran 2% abu sekam padi + 20% pasir yaitu 0,67%. Hasil uji CBR tanah asli yaitu 17,82%, nilai CBR maksimal terjadi pada tanah dengan campuran 2% abu sekam padi + 20% pasir yaitu 26,06%. Dari uji Konsolidasi menghasilkan nilai Cc, Cr dan Cv terbesar pada tanah kondisi asli. Sedangkan nilai Cc, Cr dan Cv terkecil terjadi pada tanah dengan campuran 2% abu sekam padi + 20% pasir. Nilai Cc dari 0,2109 menjadi 0,1028; nilai Cr dari 0,0299 menjadi 0,0121; kemudian untuk nilai Cv dari 10,1993 cm2/menit menjadi 1,8032 cm2/menit. Sehingga dapat disimpulkan bahwa, abu sekam padi dan pasir sebagai bahan campuran tanah lempung dapat meningkatkan daya dukung tanah, memperkecil penurunan lapisan tanah dan potensi pengembangan tanah.Kata Kunci: CBR, Konsolidasi, Limbah abu sekam padi dan pasir, Swelling.

SELISIH BIAYA PER 1 M3 PEKERJAAN STRUKTUR ANTARA BIAYA EE DAN BIAYA OLEH KONTRAKTOR SEBAGAI PEMENANG PELELANGAN PROYEK PEMBANGUNAN GEDUNG DI UNY DAN PROYEK PEMBANGUNAN GEDUNG PEMERINTAH LAINNYA DI DAERAH KABUPATEN SLEMAN YOGYAKARTA TAHUN 2012 - Bada Haryadi
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 1 (2014): Mei
Publisher : Universitas Negeri Yogyakarta

This research aims to (1) To know how the difference between the cost of percent or as the cost of per m3 concrete work which includes foot plate fondation; sloof; column, beam and plate The building offered by the UNY as Owner Estimate (OE) Who was approved for the implementation of the project with the cost of per-m3. (2) find out what percentage difference in cost or unit price per m3 of concrete work that includes foot plate fondation; sloof; column, beam and plate, the building offered by the owner outside of UNY in Sleman Regency (OE/EE) approved for implementation of the work with a unit price per 1 m3 of concrete work, Which includes work foot plate, sloof, column, beam and plate the floor Offered by the contractor as a winner prequalification 2012. The population of this research are all building procurement documents that include unit price analysis (per-m3 concrete work) Possessed providers (owner) and providers (contractor) that job has been building structures of Government or other institutions in the area of Sleman Regency, Daerah Istimewa Yogyakarta (DIY) in 2012. The samples were taken as much of the document procurement contractors to a building owned by Universitas Negeri Yogyakarta (4 building) and 5 building in the area of Sleman Regency, and Daerah Istimewa Yogyakarta (DIY) in 2012. The data obtained were analyzed using qualitative, descriptive methods, namely data research results in the field didiskripsikan is associative. The results of this research are (1) The difference in average cost per 1 m3 of concrete work, which consists of the work foot plate fondation, sloof, columns, beams and floor plate between the costs offered UNY (EE) and costs from contractors who get a job (the winner of the prequalification) building in UNY is reasonable with (13,6% 15%); (2) The price difference/average cost per 1 m3 of concrete work, which consists of the work foot plate fondation, sloof, columns, beams and floor plate between the cost of the owner (EE) and costs from contractors who get a job building outside of UNY in Sleman, Yogyakarta is still can be said quite reasonable with (21,4% 20%).Key word: cost estimate, owner, contractor

PENGARUH PENAMBAHAN BAUT DAN PAKU TERHADAP KUAT LENTUR BALOK LAMINASI KAYU MAHANG DAN MERANTI Indriyani Puluhulawa; Alamsyah Alamsyah; Diana Rafika; Khoirunisak Khoirunisak
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 14, No 1 (2018): Mei
Publisher : Universitas Negeri Yogyakarta

ABSTRACT The addition of bolts and nails as a shear connector on the laminate beam was expected to anticipate the problem on the laminate beam which only uses glue adhesive. The samples were a specimen of material properties and a specimen of the laminated beam, the dimension was 76 x 5 x 5 cm with three types of adhesive variation. The MOR value was obtained by one point load on the middle of the span. The value was the load and deflection, further calculated the value to get MOR and MOE. The MOR result of the addition of nail as the connector on the laminate beam by glue was increased 36.9%. In contrast, the addition of bolt was decreased 49.86% compared to MOR BL LM. The addition of nails and bolts to laminated beams that used glue already showed the effect to decrease the MOE value of the laminate beam.Keywords: Connector bolt and nail, Flexural strength, Laminate beam. ABSTRAK Penambahan baut dan paku sebagai perekat diharapkan dapat mengantisipasi masalah yang umum terjadi pada balok laminasi yang hanya menggunakan perekat lem. Sampel yang dibuat meliputi sampel properties material serta sampel balok laminasi berukuran 76 x 5 x 5 cm sebanyak 3 tipe variasi jenis perekat. Nilai MOR diperoleh dengan pemberian beban satu titik ditengah bentang. Nilai yang diambil adalah beban dan lendutan, yang kemudian dihitung untuk mendapatkan nilai MOR dan MOE. Hasilnya penambahan paku sebagai penghubung/perekat pada balok laminasi yang menggunakan lem, dapat meningkatkan nilai MOR sebesar 36,9%, sedangkan penambahan baut menyebabkan penurunan nilai MOR sebesar 49,86% dibandingkan terhadap nilai MOR BL LM. Penambahan paku dan baut pada balok laminasi yang menggunakan lem juga dapat menurunkan nilai MOE dari balok laminasi itu sendiri. Kata kunci: Perekat baut dan paku, Kuat lentur, Balok laminasi.

MAKNA RUMAH TRADISIONAL KUDUS Anisa Anisa
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 1, No 2 (2005): September
Publisher : Universitas Negeri Yogyakarta

ABSTRACTPoespowardojo ( in Budihardjo, 1994) stated that there are two essencesof house for the residences. The former essence, house is a world where theresidences must develop theirselves. The later essence, house isa placewhich the residence must adapt to the local culture. So that, the meaning ofhouse has a close relation with the sicial, culture and economic backgroundof the owner.This research is focused on the ornaments of Kudus Traditional House,that right know slowly destroyed. The aim of this research is to get the meaningof the house, through discovering the residences value systems, physically ornon physically.There are several value systems found at Kudus traditional house, that is:hierarchy, status symbol, gender, sacral-profane, duniawi-ukhrowi, pingitanculture, collumn meaning, and tumpangsari. Those value systems have. veryclose relation and also form the meaning of Kudus traditional house.The main result of this research is that the meaning of a house is veryinfluenced by social and culture condition in Kudus, and also by the economicbackground of the owner.Keywords: Kudus traditional house, meaning, value system

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