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All Journal Jurnal Spektran IPTEK Journal of Proceedings Series IPTEK The Journal for Technology and Science Prosiding Seminar Nasional Sains Dan Teknologi Fakultas Teknik International Conference on Engineering and Technology Development (ICETD) Prosiding Semnastek Civil Engineering Journal Journal TEPAT: Teknologi Terapan untuk Pengabdian Masyarakat Jurnal Ilmiah Ecosystem Jurnal Penelitian Enjiniring Fakultas Teknik Unhas Paulus Civil Engineering Journal Prosiding Seminar Nasional Teknik Sipil UMS

Parung, Herman

Departemen Teknik Sipil, Fakultas Teknik, Universitas Hasanuddin, Makassar

Author-ID : 340628

Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Engineering Law, Crime, Criminology & Criminal Justice Public Health Social Sciences Transportation

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SISTEM DETEKSI DINI BAHAYA KEBAKARAN GEDUNG BERTINGKAT TINGGI AKIBAT KEGAGALAN INSTALASI LISTRIK Yustinus Upa Sombolayuk; Nadjamuddin Harun; Herman Parung; Zulfajri Basri Hasanuddin
Prosiding Semnastek PROSIDING SEMNASTEK 2017
Publisher : Universitas Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar

Ancaman kebakaran gedung yang disebabkan oleh kegagalan instalasi listrik tetap berlangsung setiap saat, selama ada penggunaan energi listrik dalam gedung. Karena ada banyak penyebab kegagalan instalasi listrik seperti sambungan buruk, kualitas bahan yang tidak memenuhi standard dan instalatur yang tidak profesional. Kemudian metode konvensional seperti deteksi suhu, deteksi asap, dan deteksi nyala api tidak memberikan hasil yang baik, khususnya jika ada percikan bunga api yang tertutup di dalam bangunan gedung. Kebakaran adalah salah satu bencana yang paling serius di gedung-gedung tinggi, maka pencegahannya terpaksa memasang peralatan yang mahal tetapi tidak mengharapkan penggunaannya. Sebab itu, penelitian ini menerapkan metode baru pendeteksi kegagalan instalasi listrik dengan pengamatan pada perubahan unjuk sifat sistem, sebagai indikator awal, mulai terjadinya proses kebakaran. Pemecahan dengan menerapkan pemodelan dan perumusan berbasis ilmu pengetahuan kecerdasan buatan dalam membentuk rumusan unjuk sifat sistem yang normal secara tepat. Dengan rumusan tersebut sebagai referensi jika ada perubahan karakteristik yang membahayakan terjadi dalam sistem, sehingga aliran listrik kedalam gedung diputuskan sebelum ada perbaikan. Hasil uji coba di laboratorium menunjukkan tingkat keberhasilannya dapat mencapai 95 hingga 100 persen.

Sosialisasi Aplikasi Teknologi Building Information Modelling (BIM) pada Sektor Konstruksi Indonesia Fakhruddin -; Herman Parung; Muhammad Wihardi Tjaronge; Rudy Djamaluddin; Rita Irmawaty; Andi Arwin Amiruddin; Abdul Rahman Djamaluddin; Tri Harianto; Achmad Bakri Muhiddin; Ardi Arsyad; Sitti Hijraini Nur
JURNAL TEPAT : Teknologi Terapan untuk Pengabdian Masyarakat Vol 2 No 2 (2019): Aplikasi Teknologi untuk Hidup Masyarakat yang Lebih Baik
Publisher : Faculty of Engineering UNHAS

Building Information Modelling (BIM) adalah sebuah pendekatan untuk desain bangunan, konstruksi, dan manajemen. Software Tekla merupakan revolusi baru dalam bidang rekayasa struktur yang memiliki beberapa keunggulan dibanding program aplikasi lainnya. Tekla Structures merupakan perangkat lunak Building Information Modelling (BIM) yang memungkinkan untuk membuat dan mengelola data secara akurat dan rinci, serta dapat membuat model struktur 3D tanpa melupakan material dan struktur yang kompleks. Penggunaan BIM di Indonesia masih hanya sebatas menjawab persoalan bagaimana mengefisiensikan kebutuhan tenaga kerja, waktu dan uang. Jika kita berkaca pada bagaimana pengaplikasian metode BIM di negara lain, potensi yang dicapai dari pengaplikasian metode BIM di Indonesia masih jauh dari kata maksimal. Tantangan selanjutnya adalah bagaimana mengenalkan teknologi aplikasi BIM ini dan mendorong penerapan BIM ini ke seluruh pihak stakeholder sektor konstruksi yang terkait. Maka dari itu, kegiatan pengabdian pada masyarakat ini bertujuan untuk memberikan pengenalan tentang Building Information Modelling dan memberikan keterampilan dasar dalam penggunaan aplikasi teknologi BIM dengan software Tekla Structures. Kegiatan ini dilaksanakan di Departemen Teknik Sipil, Universitas Hasanuddin yang dihadiri oleh 35 peserta yang berasal dari kalangan praktisi dan akademisi. Tahapan kegiatan pengabdian meliputi kegiatan sosialiasi ke stakeholder melalui mitra Lembaga Pengembangan Jasa Konstruksi Provinsi Sulawesi Selatan (LPJKP Sul-Sel), pengumpulan data berupa shop drawing, pembuatan modul, pemodelan dan laporan berupa quantity dan gambar kerja.

Performance of Retrofitted Square Reinforced Concrete Column using Wire Mesh and SCC Subjected to Cyclic Load Hence M. Wuaten; Herman Parung; A. Arwin Amiruddin; Rita Irmawaty
Civil Engineering Journal Vol 7, No 4 (2021): April
Publisher : Salehan Institute of Higher Education

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28991/cej-2021-03091685

One way to restore or increase the strength of the structure against earthquakes is to use retrofit method and wire mesh is a material that has high prospects as retrofit material. The purpose of this study was to examine the use of wire mesh as a retrofit material on reinforced concrete columns burdened with cyclic loads. In this study, testing of 3 square column samples of reinforced concrete with dimensions of 300 300 mm. The first specimen is fully retrofit on the entire cross-section of the column, the second specimen is retrofitted on the plastic hinge area of the column and the third specimen is a control column without retrofit. In the first and second specimens were retrofitted with wire mesh size M6 using SCC which was then tested with a cyclic load using displacement control method based on the provisions stipulated in the Indonesian Standard SNI 7834:2012. From the test results and analysis results, it was found that the capacity and ductility of displacement in retrofit specimens increased significantly compared to specimens that were not retrofit. In addition, the decrease in stiffness in retrofit specimens was smaller than in non-retrofit specimens. As for the value of energy dissipation in fully retrofit specimens and in retrofit on the plastic hinge area is almost close. Based on these conditions, the use of wire mesh size M6 and SCC can be used as retrofit material on the column that is burdened with cyclic load. Doi: 10.28991/cej-2021-03091685 Full Text: PDF

Sifat Mekanik Beton Mutu Tinggi Dengan Kombinasi Slag Nikel Dan Slag Baja Yoel Lian Tiranda; Herman Parung; Desi Sandy
Paulus Civil Engineering Journal Vol 3 No 1 (2021): Volume 3, No.1, Maret 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

This study is intended to determine the composition of the concrete mixture, the strength of the concrete and the ratio of the strength of the concrete with the combination of nickel slag and steel slag as a substitute for fine aggregate and coarse aggregate. The percentage of use of nickel slag waste of 50% as a substitute for fine aggregate and steel slag waste varies from 0%, 15%, and 30% as a substitute for coarse aggregate in high quality concrete mixtures (f'c = 42 MPa). In this study, the mix design uses the SNI 03-2834-200 method. The specimens used were 36 cylinders with a diameter of 15 centimeters and a height of 30 centimeters and 9 beams with a size of 15x15x60. Tests made in 7 days, 21 days, and 28 days age variations. Based on the mechanical properties of the average concrete using steel slag waste as a substitution at 30% variation, the greatest results were 45.27 MPa, 4.91 MPa and 5.09 MPa respectively for compressive strength, split tensile strength and concrete flexural strength.

Pemanfaatan FIy Ash Sebagai Substitusi Semen Dan Batu Gamping Sebagai Agregat Pada Beton Windi Desliono; Herman Parung; Suryanti Rapang Tonapa
Paulus Civil Engineering Journal Vol 3 No 2 (2021): Paulus Civil Engineering Journal Volume 3, Nomor 2, Juni, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

FIy Ash is a waste combustion combustion system and one of the pozzolanic mixed minerals found in Indonesia. An environmentally friendly concrete technology innovation to reduce the use of cement and river stone, namely utilizing FIy ash as a substitute for cement and limestone as an aggregate for concrete mixtures. This study aims to see the mechanical properties of concrete and the optimum proportion of FIy ash in the concrete mixture with limestone as coarse aggregate. The percentage of FIy ash used varies, namely 0%, 10%, 15%, and 20%. Concrete compressive strength testing is carried out when the concrete is 7 days, 21 days, and 28 days old with a compressive strength plan of 25 MPa. For the flexural strength and split tensile strength test, it is carried out when the concrete is 28 days old. The research used 48 cylinders 150 x 300 mm, 12 beams measuring 150 x 150 x 600 mm, carried out at the Laboratory of Civil Engineering Structures, PauIus Christian University of Indonesia, Makassar. The observation results show that the influence of FIy ash as a substitute for cement with limestone aggregate for concrete, produces concrete with compressive strength, flexural strength, and tensile strength, the maximum is 27.56 MPa, 2.50 MPa, respectively. and 4.68 MPa for normal concrete with the optimum use proportion of FIy ash 15%.

Studi Eksperimental Beton Mutu Tinggi Dengan Agregat Batok Kelapa Dan Terak Baja Anisa Tikupadang; Herman Parung; Benny Kusuma
Paulus Civil Engineering Journal Vol 3 No 3 (2021): PCEJ, Vol.3, No.3, 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Steel slag is a waste from the steel smelting industry. Along with the increasing demand for steel, it can also cause steel waste to increase. Coconut shell is a solid waste from the rest of coconut processing. This study aims to obtain the compressive strength, split tensile strength, flexural strength, and modulus of elasticity with coarse aggregate substituted for steel slag and coconut shell, with a concrete quality of f'c 45 MPa. The results of this study that the compressive strength of concrete obtained, 100% crushed stone aggregate increased 5.213% and coconut shell substitution and steel slag increased 1.650%. The value of the split tensile strength of concrete, 100% crushed stone is 9.312% and the substitution of coconut shells and steel slag is 9.073 of the compressive strength. The value of flexural strength, 100% crushed stone is 0.827√(f'c) and the substitution of coconut shell and steel slag is 0.752 f'c from the compressive strength. The modulus of elasticity of concrete, 100% crushed stone is 24845,351 MPa and substitution of coconut shells and steel slag is 20674,005 MPa.

Study Pemanfaatan Abu Bonggol Jagung Sebagai Bahan Substitusi Semen Untuk Beton Normal Maria Prisila Hederanti Itu; Herman Parung; Junus Mara
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Advances in construction fields resulting in increase in material prices such as cement so that study is carried out to improve concrete quality using materials that are easy to obtain as well as environmentally friendly. One of them is corn cob ash that is known to contain successive that can tie the aggregate of the concrete mixture. This study aimed to know the composition of concrete mixture with the use of corn cob ash and the effect on concrete characteristics in the variety 0%, 5%, 10%, and 15%. This study uses method mix design is American Concrete Institue (ACI) with planned concrete quality f’c 30 MPa and uses a cylinder dimensional 15 × 30 cm and beam dimension 60 × 15 × 15 cm. The result showed that corn cob ash can’t increase concrete characteristics in the variety above 4%.

Pemanfaatan Agregat Sungai To Puang Kabupaten Tana Toraja Sebagai Bahan Campuran Beton Misel Boro Allo; Herman Parung; Junus Mara
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Entering the New Normal 2021 era due to the Covid-19 pandemic, all industries began to develop again, especially infrastructure development projects. Everyone is competing to take the initiative to create quality and efficient concrete by using the materials around it. This research focuses on the utilization of the aggregate of the To Puang River, Tana Toraja Regency as a concrete mix stacking material, to determine the value of compressive strength, split tensile strength value, flexural strength value, and elastic modulus value. The mix design of this study used the SNI 7656:2012 method. In this study, the planned quality target was f'c = 28 MPa with a water-cement factor (fas) of 0.44. The results of this study indicate that the average compressive strength is 30.290 MPa, the average split tensile strength is 2.902 MPa, the average flexural strength is 3.376 MPa, and the modulus of elasticity is 20820.747 MPa.

Pemanfaatan Abu Sekam Padi Sebagai Substitusi Semen Pada Bata Ringan Noprian; Herman Parung; Desi Sandy
Paulus Civil Engineering Journal Vol 3 No 4 (2021): Volume 3 No.4 Desember 2021
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Utilization of rice husk ash as a cement substitute for lightweight bricks is intended to reduce the use of cement as well as an alternative way of managing waste and is expected to have a positive impact on the environment. This study aims to determine the magnitude of the effect of rice husk ash substitution with variations of 0%, 12%, 15%, 17% and 20% and 40% foam agent on the compressive strength, specific gravity and absorption of lightweight bricks. The lightweight brick test includes testing for compressive strength, specific gravity and absorption with 45 specimens measuring 23 x 11 x 5.5 cm and carried out at the Laboratory of Materials and Concrete Structures Technology majoring in Civil Engineering, Indonesian Christian University Paulus Makassar. The results of the specific gravity test of rice husk ash variations 0%, 12%, 15%, 17% and 20% respectively 1451.67 kg/m3, 1358.2465 kg/m3, 1300.7546 kg/m3, 1281.5906 kg /m3 and 1207.3302 kg/m3 and the results of the compressive strength test at 28 consecutive days were 1.9104 MPa, 1.6469 MPa, 1.2516 MPa, 1.2516 MPa and 0.7906 Mpa, as well as the results of the water absorption test respectively 18,8625%, 20,6042%, 25,8885%, 30,0007%, 31, 9233%. The effect of rice husk ash as a substitute for cement can increase water absorption and reduce the compressive strength and specific gravity of lightweight bricks.

Utilization of Mata Allo Enrekang River Aggregate as a Concrete Mixer Ellen Kristin Pangloli; Herman Parung; Junus Mara
Paulus Civil Engineering Journal Vol 4 No 1 (2022): Volume 4 No.1, Maret 2022
Publisher : Program Studi Teknik Sipil UKI Paulus-Makassar

Mata Allo River is located in Enrekang, South Sulawesi. a river that has a fairly abundant source of aggregate material that has been used by the local community as a concrete-making material in the construction of small-scale construction. This study aims to determine the development of concrete strength based on concrete compressive strength, split tensile strength, flexural strength, and modulus of elasticity in normal quality concrete mixtures based on variations in the Water Cement Factor (FAS), namely Variations 0,49, 0,52 and 0,55 where the variation with the highest compressive strength is used to further testing. The Mix Design method used is the American Concrete Institute (ACI) method with a design concrete quality of 25 MPa. From the results of the study, the highest strength value was found in the FAS variation of 0,49 with an average compressive strength of 7 days, 14 days, 21 days, and 28 days, respectively, with a compressive strength of 16,977 MPa, 23,301 MPa, 25,276 MPa, and 26,691 MPa. The results of the research carried out, the characteristics produced from the Mata Allo river meet the SNI specification standard to be used as a concrete mixture.

Co-Authors . Yasser A. Arwin Amiruddin Abdul Rahman Djamaluddin Achmad Bakri Muhiddin Achmad Bakri Muhidin Adnan Adnan Alnadi, Faisal Ical Andi Arwin Amiruddin Andi Arwin Amiruddin Anisa Tikupadang Ardi Arsyad Ardy Arsyad Armin Aryadi Arwin Amiruddin Arwin Amiruddin Augustinus Latuheru Bambang Bakri Benny Kusuma Benny Kusuma Caronge, Muhammad Akbar Desi Sandy Djamaluddin -, Djamaluddin Djamaluddin, Rudy Ellen Kristin Pangloli Faisal Ical Alnaldi Fakhruddin - Gray, Stephen Harusi, Nurul Masyiah Rani Hederanti Itu, Maria Prisila Hence M. Wuaten Hijriah Hijriah Irmawaty, Rita Jhon Patandu Junus Mara Junus Mara Komang Saka Suwindu M. Wihardi Tjaronge Mara, Junus Maria Prisila Hederanti Itu Misel Boro Allo Mohammad Mochsen Sir Muh. Isran Ramli Muhammad Wihardi Tjaronge Mushar, Pratiwi Nadjamuddin Harun Noprian Noprian Olan Jujun Sanggaria Pangloli, Ellen Kristin Ruminsar Simbolon Sandy, Desi Shirly Wunas Sitti Hijraini Nur St. Maryam Hafram Stephen Gray Suryanti Rapang Tonapa Tikupadang, Annisa Tjaronge, M. W. Tri Harianto Tri Harianto Wahyu Mahendra Tria Atmadja Wihardi Tjaronge Windi Desliono Windi Desliono Wong, Irwan Lie Keng Yoel Lian Tiranda Yoel Lian Tiranda Yulius Rakhman Yustinus Upa Sombolayuk Zulfajri Basri Hasanuddin Zultan Mansur, Achmad

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