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Menara: Jurnal Teknik Sipil
Published by Universitas Negeri Jakarta
ISSN : 19074360     EISSN : 26225549     DOI : https://doi.org/10.21009/jmenara
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
Jurnal Menara ditujukan kepada semua akademisi dan praktisi di bidang Teknik Sipil. Dengan adanya Jurnal Menara ini diharapkan dapat memberikan kontribusi bagi perkembangan keilmuan bidang Teknik Sipil dalam arti dapat memberikan pencerahan berpikir bagi yang ikut berpartisipasi aktif di dalamnya. Cakupan Jurnal Menara meliputi hasil penelitian eksperimental, penelitian kualitatif, penelitian kuantitatif, dan penelitian pengembangan serta kajian ilmiah berupa studi literatur yang bertujuan untuk meningkatkan kualitas dan membangun inovasi dalam bidang Teknik Sipil
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 245 Documents
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EVALUASI PEMELIHARAAN DAN PERAWATAN BANGUNAN GEDUNG K. H. HASJIM ASJ’ARIE, KAMPUS A, UNIVERSITAS NEGERI JAKARTA Widianto, Fajar
Menara: Jurnal Teknik Sipil Vol. 17 No. 1 (2022): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v17i1.17417

Abstract

This study aims to explain the suitability between the implementation of maintain and maintain (repair) of the building K. H. Hasjim Asj'arie, Campus A, Jakarta State University in the field with Standar Operating Procedures (SOP) and Minister of Public Works Regulation Number: 24/PRT/M/2008. The research systematic used in this study is to use the Discrepancy Evaluation Model or the gap evaluation model developed by Provus. In this research, the data collection method used is by means of observation, interviews and documentation. The results showed that for the maintenance aspect, the percentage of conformity between the Regulation of the Minister of Public Works Number: 24/PRT/M/2008 and SOP (Standar Operating Procedure) was 78% for architectural components and 48% for mechanical and electrical components, field conditions according to the Minister of Public Works Regulation Number: 24/PRT/M/2008 of 35% for architectural components and 65% for mechanical and electrical components. As for the maintenance (repair) aspect, the percentage of conformity between the Regulation of the Minister of Public Works Number: 24/PRT/M/2008 and SOP (Standar Operating Procedure) is 42%, the percentage result of conformity between field conditions and the Regulation of the Minister of Public Works Number: 24/PRT/M/2008 at 75%.
PEMETAAN MULTI-BENCANA PADA JALUR KERETA API LINTAS SELATAN DARI STA. WATES-STA. KUTOWINANGUN Muhammad fauzi Fauzi
Menara: Jurnal Teknik Sipil Vol 16 No 2 (2021): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v16i2.19363

Abstract

Wates – Kutowinangun railway geographically locates in south way near south coast directly borderingto Indie Ocean. The people know the train transportation mode as most effective mode in terms of time and cost aspects. However, this train transportation mode has weaknesses; one of these weaknesses is delay/hour of departure due to accident or area passed by the railway experienced natural disaster. Some of disasters that couldinhibit railway travel were flood and tsunami. This study aimed at identifying and mapping potentials of multipledisasters (flood and tsunami) that could affect performance of railway from Wates station to Kutowinangun stationusing GIS (Geographic Information System) with ArcGIS software. In this study, evaluation method used landscape analysis usable to find disaster vulnerability rate.
PEMANFAATAN LIMBAH SERAT TALI BENESER DALAM MENINGKATKAN KUAT TEKAN DAN KUAT TARIK BELAH BETON Afifah Agnia; Kusno Adi Sambowo; Sittati Musalamah
Menara: Jurnal Teknik Sipil Vol 16 No 2 (2021): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v16i2.19401

Abstract

This study aims to determine the utilization of fiber rope waste (strapping band) in increasing the compressive strength and tensile strength of concrete with fiber cross-section size of 2-3 mm and length of 60 mm with variations in the addition of 0 kg/m3, 0,25 kg/m3, 0,5 kg/m3, 0,75 kg/m3, and 1 kg/m3 concrete .the compressive strength of the plan is 30 MPa. The specimen is cylindrical size 150 mm x 300 mm with concrete making planning refers to SNI 03-2834-2000. The results with the addition of rope fibers (strapping band) shows the compressive strength of variations 0 kg/m3, 0,25 kg/m3, 0,5 kg/m3, 0,75 kg/m3, and 1 kg/m3 respectively are 12,55 MPa, 8,87 MPa, 16,608 MPa, 11,418 MPa and 12,644 MPa with the optimum value of concrete compressive strength of 16,608 MPa at variations of the addition of 0,5 kg/m3of fibers. Thus from all the compressive strength values obtained, there are no concretes that reaches the compressive strength of the plan. Whereas the results of tensile strength test are 1,42 MPa, 0,8 MPa, 1,35 MPa, 1,06 MPa and 1,13 MPa respectively with the optimum tensile strength value of 1,53 MPa in variations of addition of 0,5 kg/m3 fibers.
PEMANFAATAN ABU LIMBAH BONGGOL JAGUNG SEBAGAI BAHAN TAMBAH DENGAN VARIASI SUHU PEMBAKARAN TERHADAP KUAT TEKAN BETON Achmad Rizco Hardiputranto; Kusno Adi Sambowo; Ririt Aprilin Soekarsono
Menara: Jurnal Teknik Sipil Vol 16 No 2 (2021): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v16i2.20112

Abstract

One way that can be done to reduce air pollution and production costs in concrete is by utilizing waste that is no longer used, one of which is by using corncob ash. The addition of corn cob ash is expected to make a positive contribution to the concrete, by providing adhesion to the concrete mixture so that it can increase the compressive strength. This study aims to determine the effect of adding corncob ash to the concrete mixture on temperature variations that will be used in burning corncobs. The compressive strength test was made using the standard method of SK SNI T-15-2000-03. All samples were made using a cube mold with dimensions of 15cm x 30cm. This test uses 36 samples consisting of normal concrete and 3 variations of corncob ash content ranging from 5%; 10%; 15%.. Based on the analysis of the compressive strength tester at the age of 28 days, the results were 19.67 MPa; 19.74 MPa; 21.81 MPa; 18.98 MPa. With an increase in the maximum compressive strength of 23.714 MPa at an optimum level of 10%. where the added material content of 10% has the highest compressive strength value compared to other corncob ash additions.
ANALISA PRODUKTIVITAS TENAGA KERJA PADA PEKERJAAN MEKANIKAL DAN ELEKTRIKAL (STUDI KASUS REVITALISASI GEDUNG KANTOR CABANG BNI KELAPA GADING, JAKARTA) Yudha Gusty Wibowo; Adhi Purnomo; Lenggogeni
Menara: Jurnal Teknik Sipil Vol 16 No 2 (2021): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v16i2.20232

Abstract

In construction world, the labour’s productivity is one of the determining factors for development project. There are many tools to measure the productivity levels. One of which is by examining LUR (Labour Utilitation Rate) for each worker, that is to explore the labour’s effectivity in running their work. The purpose of this research is for knowing the labour’s productivity rate. This research was conducted on revitalization of BNI branch office at Kelapa Gading, Jakarta. by observing the labours in mechanical and electrical work. LUR observation are carried out based on daily reports of completed mechanical and electrical work.
TINJAUAN SUNGAI ITEM SUNTER SETELAH DINORMALISASIKAN SEBAGAI PENGENDALIAN BANJIR DI JAKARTA PUSAT Fadhel Amri Aji; Arris Maulana; Rosmawita Saleh
Menara: Jurnal Teknik Sipil Vol 16 No 2 (2021): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v16i2.20304

Abstract

The purpose of this research to review the Item Sunter River which has been normalized as flood control in Central Jakarta. This research was conducted to determine the causes of flooding due to the overflow of the river that occurred in 2020. The review was carried out by analyzing the flood discharge of the river by calculation of the planned flood discharge using the Nakayasu Synthesis Unit Hydrograph method in return periods of 2, 5, 10, 25, and 50 years respectively of 88.44 m3/s, 116.52 m3/s, 137.85 m3/s, 168.39 m3/s, and 193.22 m3/s compared to the calculation river flow rate using the Manning equation of 205.94 m3/s. The calculation result shows that river flow is still sufficient for the planned flood discharge. Then a further analysis is carried out on the factors of waste management, sedimentation, and pump house. The results of the analysis show that the accumulation of garbage occurs in the river basin area, sedimentation is 20% of the flow capacity, and the pump house is inadequate due to flooding. Therefore, it is necessary to prevent and clean up rubbish in river area, routine dredging sedimentation, and maintenance of water pumps must be on standby at all times.
PENILAIAN MASYARAKAT TERHADAP KESIAPAN PENERAPAN KONSEP KAWASAN TRANSIT ORIENTED DEVELOPMENT (TOD) DI STASIUN PONDOK CINA, DEPOK, JAWA BARAT Rizky, Dhio Muhammad; Arris Maulana; Daryati
Menara: Jurnal Teknik Sipil Vol. 17 No. 1 (2022): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v17i1.22611

Abstract

Implementation TOD in the development stage in order to aspects of benefit for community, such as implementation TOD for Pondok Cina Station with Mahata Margonda. Seeing that the condition is still in construction stage, it can changes to environment, this study aims to determine the community's assessment of the readiness to implement TOD. The research distributing questionnaires whose respondents were train users, the total population was 1500, using the Slovin formula, the total sample was 94. The method used is survey using a quantitative. Data analysis in this study uses percentage scale, determine category of assessment and for each assessment indicator. The preparation of the questionnaire is based on assessment indicators which the principles of TOD, 1. Diversity & Destination, Density, Distance&Design, Demand Management. Based on the 5 categories of assessment, the public acceptance of implementation TOD is in the "Good Enough" category with a percentage 62.77%, the dominant aspect gets poor rating, need for improvement of pedestrian paths and addition advanced transportation modes. The average total percentage for each assessment indicator is 69.07%. It can be concluded that the application of TOD has a great chance to success, good support from the community and readiness for assessment indicators.
UJI KUAT TEKAN BATA BETON UNTUK PASANGAN DINDING DENGAN CAMPURAN LIMBAH STYROFOAM (EXPANDED POLYSTYRENE) Ega Rismana
Menara: Jurnal Teknik Sipil Vol. 17 No. 1 (2022): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v17i1.22900

Abstract

Based on statistics on the amount of waste in DKI Jakarta, until plastic is in the third rank after organic waste and paper. In this study, the dimensions, bulk weight, flexural strength and compressive strength of concrete bricks for wall pairs will be tested. The main materials for making concrete bricks are cement, fine aggregate and water. Styrofoam waste will be used as a substitute for fine aggregate with variations in the percentages used, namely 0%, 10%, 20% and 30%. Using the test object in the form of a beam with a length of 390 mm, a width of 90 mm and a thickness of 100 mm. Water cement factor 0.4. Testing the test object at the age of 28 days. Dimensional test results on all variations have met the requirements. The average compressive strength of concrete bricks with variations of 0%, 10%, 20% and 30% styrofoam mixture at the age of 28 days, respectively, is 74,87 kg/cm2, 42,28 kg/cm2, 44,28 kg/ cm2 and 35,45 kg/cm2. The average flexural strength of concrete bricks with variations of 0%, 10%, 20% and 30% styrofoam mixtures at the age of 28 days, respectively, is 1,204 N/mm2, 0,473 N/mm2, 0,705 N/mm2 and 0,962 N/mm2.
PENGARUH PENGGUNAAN ABU DAUN BAMBU SEBAGAI PENGGANTI SEBAGIAN SEMEN TERHADAP KUAT TEKAN BETON SEBAGAI PENDUKUNG BAHAN AJAR MATA KULIAH TEKNOLOGI BETON Aji Firmansyah
Menara: Jurnal Teknik Sipil Vol. 17 No. 1 (2022): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v17i1.23911

Abstract

The purpose of this study was to determine the compressive strength of concrete using bamboo leaf ash as a partial replacement of cement with a target compressive strength of 25 MPa at the age of 28 days with the use of water cement factor (FAS) 0,5 and variation percentage levels of bamboo leaf ash that be used are 0%, 5%, 7%, 9%, and 11% of the total weight of cement. The The amboo leaf ash used comes from Andong bamboo species. In this study use the experimental method with cylindrical specimens with a diameter of 15 cm and a height of 30 cm as many as 3 samples in each percentage level of bamboo leaf ash. Concrete mix design refers to SNI 03-2834-2000. The results obtained indicate that bamboo leaf ash can increase the compressive strength of concrete when compared to the control concrete in this study even though the increase is not too large. The compressive strength of concrete at the age of 28 days at 0%, 5%, 7%, 9%, and 11% percentages levels of bamboo leaf ash were 16,448 MPa ; 18,768 MPa ; 18,297 MPa ; 14,958 MPa ; dan 12,827 MPa.
ANALISIS VALUE ENGINEERING PADA PROYEK PERUMAHAN PESONA GRIYA ASRI DI KABUPATEN KUDUS Noviyanti, Emmi
Menara: Jurnal Teknik Sipil Vol. 17 No. 1 (2022): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v17i1.25141

Abstract

The need for housing continues to increase along with the increase in population. Housing development as an effort to meet the community's needs for housing. However, the limited land and competition from housing developers who offer housing in a higher segment and at a lower price, it can be concluded that there is a waste of costs in this housing development. Therefore we need a way to overcome this problem, namely by applying Value Engineering. This study aims to analyze the optimization of the calculation of the budget plan without reducing the quality and function of the building using the Value Engineering method. The analysis technique in Value Engineering in this study uses the comparative method with cost analysis. This method compares the advantages of the landcape design before the redesign and after the redesign by changing the house plan, appearance and number of house compositions on the site plan so that maximum benefits are obtained. Based on the results of the Value Engineering analysis on the Pesona Griya Asri housing project in Kudus Regency, the most profitable alternative design using Design C. The large increase in profits generated after Value Engineering was originally Rp. 407,938,977 to Rp. 847,970,184.

Page 15 of 25 | Total Record : 245

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