Article Per Year (5 Year)
p-Index From 2021 - 2026
3.194
P-Index
This Author published in this journals
All Journal Jurnal Ilmiah Poli Rekayasa eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Jurnal Rekayasa Sipil dan Lingkungan Civil Engineering Journal Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Media Ilmiah Teknik Lingkungan Prokons: Jurnal Teknik Sipil GANESHA: Jurnal Pengabdian Masyarakat Jurnal Pengabdian dan Pemberdayaan Banyuwangi Jurnal Pengabdian Kepada Masyarakat Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK)
Armin Naibaho
Jurusan Teknik Sipil Politeknik Negeri Malang
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Materials Science & Nanotechnology Social Sciences Transportation Other

Published : 30 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 30 Documents
Search

 1   2   3 
The Effectiveness of Fly Ash as a Substitute of Cement For Marine Concrete Naibaho, Armin
Civil Engineering Journal Vol 4, No 4 (2018): April
Publisher : Salehan Institute of Higher Education

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (773.297 KB) | DOI: 10.28991/cej-0309125

Abstract

The purpose of this research is to know the effectiveness of fly ash waste in marine concrete related to the average compressive strength to be used as a substitute for cement. The test is done for concrete base material, namely: coarse aggregate (gravel), fine aggregate (sand), fly ash, cement (PC = Portland Cement), water and additional material (superplasticizer). 10 cylinders were given each treatment with (0 %, 10 %, 20 %, 25 %) percentage of fly ash addition. The samples then soaked for 26 days in seawater. At 28th day, the sample was subjected to a compression test. Based on the results of analysis and discussion, then obtained: (1) The use of 10% fly ash amount will produce the biggest compressive strength  =  65.84 MPa; (2) When compared with the average compressive strength, the sample without using fly ash (0 %) has compressive power 62.02 MPa and 6.16 % increase in average compressive strength on the addition of 10 % fly ash 65.84 MPa, but in addition to 20 % fly ash there was a decrease of 9.13 % (56.36 MPa) and in addition of 25 % fly ash the average compressive strength decrease to 22.49 % (48.07 MPa).
Studi Eksperimen Uji Kuat Tekan, Geser dan Tarik Lentur Pasangan Batu Merah Lokal Produksi Daerah Blitar rustam, rustam; naibaho, armin; Pandulu, Galih Damar
eUREKA : Jurnal Penelitian Mahasiswa Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2017)
Publisher : Universitas Tribhuwana Tunggadewi Malang

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

Abstract

On a thesis is conducting research and testing a red stone against strong press , slide and pull in a pair of red stone that came from three local namely kecamatan Wates the sample, Sanan kulon sub-district , and the kecamatan Srengat all located in the Blitar district . The purpose of experiments in this research is to observe strong destroyed the couple local brick with the volume of a mixture of one part portland cement: 3 of the tide of sand, and observing strong lekatan sliding a pair of bricks with a mixture of the volume of mortar that same with strong destroyed namely 1 part portland cement: 3 of the sand on thesis is conducting research and testing a red stone against strong press, slide and pull in a pair of local red stone that came from three regions in the sample is Wates, Sanan kulon subdistrict , and the kecamatan Srengat all located in the Blitar district. The results of testing strong press a pair of red stone of each region production different , the third in production after the test , a red stone from the production of Wates regions have the power to press the average highest namely by fk = 35 , 67 kg per cm2 .The order of strong press next namely those Sanan kulon of fk = 33,52 kg per cm2 Srengat areas later by fk = 32,20 kg per cm2. Sliding strong performance also show different numbers at each region production bricks from other regions Wates = fcs the average 5.44 kg per cm2, Sanan kulon fcs the average = 4,77 kg per cm2 Srengat areas later fcs an average of = 4,06 kg per cm2. Test shows a strong sliding also different in each region production of bricks from the fcs Wates average = 5.44 kg per cm2 , Sanan kulon fcs average = 4,77 kg per cm2 areas later an average of fcs Srengan = 4,06 kg per cm2 . To vigorous pull pliable also shows as distinct from each origin its production that is, strong pull pliable regions of Wates fcs = 2.17 kg per cm2, strong pull pliable Sanan kulon fcs = 2,08 kg per cm2 , strong pull pliable Srengat regions fcs = 8 kg per cm2 Keywords: Brick, strong press, strong sliding, strong pull pliable, blitar
STUDI KELAYAKAN MATERIAL GUNUNG DAERAH ALIRAN SUNGAI ARAH MALANG-KOTA BATU DALAM PENGGUNAANNYA SEBAGAI SALAH SATU MATERIAL BETON Armin Naibaho; Agus Sugiarto; Purnama Dewi
Prokons: Jurnal Teknik Sipil Vol 14, No 2 (2020): Agustus 2020
Publisher : Jurusan Teknik Sipil, Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/prokons.v14i2.296

Abstract

Abstract The use of the mountain seal used as a building block for concrete should be considered, based on current usage apart from being a light construction material for housing, mountain materials from these two places are used as the main aggregate material for building construction, water structures (dams), roads. and bridges located in the surrounding Malang-Kota Batu area To determine the size of the aggregate, the coarse aggregate is sieved using a vibrating sieve, while the fine aggregate is sieved by a hydraulic sieve. In the screening process, about 70% of the filtered must pass so that high efficiency and capacity can be achieved. The compressive strength test results obtained the average compressive strength value at 28 days of concrete for concrete with fine aggregate sand zone III and coarse aggregate (gravel) in the Batu City area is equivalent to 35.65 MPa. The results of the split tensile strength test showed that the average split strength value at the age of 28 days for concrete with fine aggregate sand zone III and coarse aggregate (gravel) in the Kota Batu area is equivalent to 2.51 MPa. The compressive strength value for normal concrete is 35.65 MPa, it should produce split tensile strength = 4.179 MPa according to the provisions of SNI T-15-1991-03 Article 3.2.5 (fr = 0.70√fc '). Even though the split tensile strength value obtained in the laboratory is only 2.51 MPa, this means that the quality of materials (sand and broken stone) from Batu City is not suitable for use as building materials. Because the number 2.51 MPa is relatively much smaller than the value of 4.179 MPa, it is only one of the factors outlined in the SNI T-15-1991-03 article 3.2.5. Keywords: Mountain Material, Concrete, Concrete Compressive Strength Test, Concrete Tensile Strength Test
Pengaruh Faktor Air Semen (FAS) Terhadap Toughness Beton Armin Naibaho -
Jurnal Ilmiah Poli Rekayasa Vol 12, No 2 (2017)
Publisher : Pusat Penelitian dan pengabdian kepada Masyarakat (P3M) Politeknik Negeri Padang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (746.91 KB) | DOI: 10.30630/jipr.12.2.42

Abstract

The pupose of this research is to observe the effect of water cement factors to the toughness of concrete :“How is the effect of water cement factors to the toughness of concrete?” Laboratory testing is done for concrete base material, that is aggregate: Rough (pebble), fine aggregate (sand), cement (PC= Portland Cement), water. The test object is in the form of a cylinder with mix design that have variation at water cement factors (cement water factors 0,35, cement water factors 0,40, and cement water factors 0,45) for 10 pieces, which is soaked for 26 days. On the 28th day, the object will be tested press.Based on analysis and discussion, then obtained that (1) From the mixed composistion based on Water Cement Factors, it is seen that the mixture using the lowest water cement factors, Cement Water Factors 0.35 will give a stronger press value and larger elastic modulus, 23,36 MPa at Cement Water Factors 0.40 (11,34%) and increased to 26,68 Mpa at Cement Water Factors 0.35 (27,17%). (2) Compared to the lowest Cement Water Factors, Cement Water Factors 0.35 will give a higher Work of Fracture ( Gf ). This is shown from Work of Fracture ( Gf ) to Cement Water Factors 0.45 = 31,445 N/m, increased to 34,582 N/m at Cement Water Factors 0.40 (9,025%) and increased to 35,582 N/m at Cement Water Factors 0.35 (13,156%). (3). Quantitatively the hardness, the bigger value of power achieved will show the bigger concrete ductile. This is shown from Stress Intensity Factor (K) to Cement Water Factors 0.45 = 0,8267 N/m, incresed to 0,8664 N/m at Cement Water Factors 0.40 (4,80%) and increased to 0,9088 N/m at Cement Water Factors 0.35 (9,93%).
Efek Penambahan Fly Ash Tipe C Terhadap Kuat Tekan Mortar Armin Naibaho; Aulia Rahman
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 5, No 1 (2020): EDISI MARET 2020
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (798.893 KB) | DOI: 10.33366/rekabuana.v5i1.1612

Abstract

Alternative cement replacement are widely observed due to environmental issues. The processes of cement production are indicated as one of the highest contributors in CO2 levels in the air. One of the substances used as alternative cement is fly ash because it is similar in nature to cement and the amount is abundant because it is a residual result of coal burning process in power plants. Generally, fly ash is classified into two types namely type C and F. Type C is rarely used because it is easy to harden. However, in further research, this type C has advantages in increasing the compressive strength of premature concrete. This research was made to obtain the optimum type C fly ash ratio with cementitious material on the mortar. Technically, the research was carried out by making mortar samples with a composition ratio of 1: 3, while the cement water factor was 50%. Then, the composition of cementitious is varied between PC and fly ash, starting from 0%, 25%, 50%, 75%, and 100%. Testing is conducted only in the first and second week to observe the development of the initial forces. However, not all combinations can be tested because the strength is too low. Only the 25% fly ash combination gives 20 MPa strength at 7 days, which outperforms a control sample of 19.36 MPa. Henceforth, the strength of fly ash samples tends to be lower when compared to control samples.ABSTRAK Bahan alternatif pengganti semen mulai banyak dicari karena isu lingkungan. Proses pembuatan semen terindikasi sebagai salah satu penyumbang tertinggi dalam kadar CO2 di udara. Salah satu substansi yang banyak digunakan untuk bahan pengganti semen adalah fly ash karena sifatnya serupa dengan semen dan jumlahnya melimpah sebagai hasil residu pembakaran tungku batu hara di PLTU. Umumnya, fly ash dikelompokkan menjadi dua jenis yaitu tipe C dan F. Tipe C jarang digunakan karena mudah mengeras. Namun, pada penelitian lebih lanjut, tipe ini memiliki kelebihan dalam meningkatnya kuat tekan umur prematur. Penelitian ini dibuat untuk mendapatkan rasio fly ash tipe C yang tepat dengan cementitious material pada mortar. Secara teknis, penelitian dikerjakan dengan membuat sampel mortar dengan perbandingan komposisi 1 : 3, sedangkan faktor air semen sebesar 50%. Kemudian, komposisi cementitious divariasikan antara PC dan fly ash, mulai dari 0%, 25%, 50%, 75%, dan 100%. Pengetesan dilakukan hanya pada minggu pertama dan kedua untuk mengamati perkembangan kekuatan awal. Namun, tidak semua kombinasi bisa diujikan karena kekuatannya terlalu rendah. Hanya kombinasi fly ash 25% saja yang memberikan kekuatan 20 MPa pada umur 7 hari, mengungguli sampel kontrol berkekuatan 19,36 Mpa. Sedangkan kekuatan sampel fly ash cenderung lebih rendah jika dibandingkan sampel kontrol. Kata kunci  : fly ash tipe C; mortar; kuat tekan.
PENGARUH PENGGUNAAN ABU TERBANG (FLY ASH ) TERHADAP KUAT TEKAN DAN PENYERAPAN AIR PADA MORTAR Armin Naibaho; Takim Takim; Diana Ningrum
Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Vol 1, No 2 (2016)
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33366/rekabuana.v1i2.652

Abstract

Mortar or species is one of the building materials which serves to glue the bricks, brick, and stucco. During this time still using portland cement mortar and lime as the main connective materials are expensive. Therefore we need an alternative other connective materials that have cheaper prices and predicted can improve the compressive strength of mortar. Alternative fastening material used in this study is waste from coal combustion, ie fly ash (fly ash). This study uses a mixture of cement and sand composition of 1: 3 at a weight ratio of fly ash to cement amounted to 0%, 5%, 10%, 15%, 20%, 30%. Samples were tested compressive strength and water uptake is cube-shaped sample with a size of 5 cm x 5 cm x 5 cm. Based on the results of research conducted showed that the addition of fly ash was found to increase the compressive strength of mortar and act as filler so as to reduce water absorption, which in get the most optimum composition occurs in the percentage of 15% of the weight of the cement with the compressive strength at 28 days amounted to 420.00 Kg / cm² and water absorption of 1.67%
BIMBINGAN TEKNIS PERENCANAAN TANDON AIR BAWAH TANAH DI SMP NEGERI 22 KOTA MADYA MALANG Dandung Novianto; Armin Naibaho; Udi Subagio; Gerard Appono; Burhamtoro Burhamtoro
Jurnal Pengabdian kepada Masyarakat Vol. 8 No. 1 (2021): JURNAL PENGABDIAN KEPADA MASYARAKAT 2021
Publisher : P3M Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/jabdimas.v8i1.112

Abstract

With the vision of "Realizing Students Who Are Excellent in Achievement, Skilled, Praised in Character and Cultured in an Environment Based on Faith and Faith" SMP Negeri 22 Malang is located in the eastern area of Malang City, bordering the Malang Regency area, precisely in the hilly area of Villa Gunung Buring, Kelurahan Cemoro, the enclosure of Kedungkandang District, Malang City. This school was founded on October 20, 1999, with a land area of 5,597 m2 with a total area of 2,160 m2 consisting of 36 rooms, the number of study groups is 20 classes, each 6-7 study groups, the total number of students is 610 people and is supported by 35 educators. person. As we know above, with a large enough number of teachers, employees and students, it needs quite a lot of clean water. Whereas the water source at the school is obtained from the distribution of water from the housing whose discharge is very small, so it requires a water reservoir to accommodate water, currently the school only has a water reservoir above with a small volume capacity with a small pressure so that the water is unable to meet even though it has been assisted by a pump due to small water discharge.For this reason, the school has a plan to make an underground water reservoir with the aim of storing water which is then raised to the upper reservoir with the help of a pump, that the water reservoir planning is carried by the ground.
BIMBINGAN TEKNIS DESAIN DAN PEMBUATAN DINDING GUDANG PENYIMPANAN RT DI BANDULAN KOTA MALANG Agustin Dita Lestari; Anisah Nur Fajarwati; Agus Sugiarto; Armin Naibaho; Nawir Rasidi; Qomariah
GANESHA: Jurnal Pengabdian Masyarakat Vol. 4 No. 2 (2024): Juli 2024
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat Universitas Tunas Pembangunan Surakarta (UTP)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/ganesha.v4i2.3707

Abstract

Suatu Rukun Tetangga (RT) pasti memiliki peralatan-peralatan dan barang inventaris yang digunakan untuk menunjang kegiatan RT. Sebagai salah satu RT yang ada di wilayah Bandulan, RT 03 RW 03 juga telah memiliki peralatan dan barang inventaris yang sering digunakan untuk acara arisan, pertemuan rutin, rapat, atau kegiatan lainnya. Agar peralatan dan barang tersebut aman, awet, dan terjaga mutunya, maka diperlukan tempat penyimpanan atau gudang yang baik. Di wilayah RT 03 RW 03 Kelurahan Bandulan sudah memiliki gudang penyimpanan, akan tetapi kondisi fisik yang ada masih kurang layak karena hanya menggunakan material-material sisa. Kondisi tersebut pasti lambat laun terkena cuaca panas dan hujan sehingga mengakibatkan kerusakan di atap dan dindingnya. Kegiatan Pengabdian kepada Masyarakat (PPM) ini bertujuan untuk memberikan desain dan bantuan teknis untuk pembuatan dinding gudang tersebut. Material dinding gudang serta penambahan dinding partisi dan tampias air hujan di tempat pertemuan RT menggunakan spandek galvalum dengan tebal 0,3 mm. Rangka dinding gudang menggunakan material baja ringan profil C75 x 0,75 mm.
Bimbingan Teknis Desain Kanopi Balai Pertemuan RT. 03 RW. 03 Bandulan Kota Malang Lestari, Agustin Dita; Naibaho, Armin; Ratnaningsih, Dwi; Raharjo, Nain Dhaniarti; Qomariah; Hapsari, Ratih Indri
Jurnal Pengabdian dan Pemberdayaan Banyuwangi (Jurnal Abdiwangi) Vol 1 No 1 (2023): Jurnal Abdiwangi
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat, Politeknik Negeri Banyuwangi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.57203/abdiwangi.v1i1.2023.9-20

Abstract

Pertemuan Rukun Tetangga (RT) sebagai salah satu tempat untuk mendukung tugas-tugas RT. Dalam pertemuan RT ini dapat digunakan untuk rapat atau diskusi penentuan program-program pembangunan, pelaksanaan kegiatan, ataupun penyampaian informasi-informasi. Pertemuan RT di wilayah RT. 03 RW. 03 Bandulan diadakan satu kali dalam sebulan secara rutin pada minggu ke-2. Pertemuan ini dilaksanakan di depan atau halaman salah satu warga sampai dengan poros jalan sehingga saat pertemuan, fungsi jalan tersebut ditutup sementara. Melalui kegiatan pengabdian ini, akan diberikan alternatif desain kanopi balai pertemuan agar balai pertemuan tersebut menjadi nyaman. Desain kanopi balai pertemuan menggunakan material baja ringan, dengan rangka utama berupa profil C75 x 0,75 mm dan reng R33 – 0,45 mm. Atap kanopi yang digunakan berupa atap spandek dengan tebal 0,25 mm.
PERENCANAAN BEKISTING DAN PERANCAH PADA PROYEK PEMBANGUNAN GEDUNG PASSENGER TERMINAL BUILDING BANDARA INTERNASIONAL DHOHO KEDIRI Finit, Nikita Angelia; Khamim, Moch.; Naibaho, Armin
Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK) Vol. 4 No. 3 (2023): SEPTEMBER 2023
Publisher : Jurusan Teknik Sipil Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/jos-mrk.v4i3.3371

Abstract

Bekisting dan perancah pada proyek pembangunan gedung Passenger Terminal Building Bandara Internasional Dhoho Kediri memerlukan perencanaan yang baik agar tidak terjadi pembengkakan biaya akibat strategi pelaksanaan yang kurang tepat. Selain itu, tipe bekisting yang digunakan juga dapat mempengaruhi metode pelaksanaan, biaya, dan waktu yang dibutuhkan pada pekerjaan bekisting dan perancah. Penelitian ini bertujuan untuk membandingkan penggunaan bekisting semi sistem dengan bekisting sistem ditinjau dari desain, metode, biaya, dan waktu. Data yang diperlukan yaitu data sekunder yang meliputi spesifikasi teknis, gambar kerja, harga satuan pokok kegiatan (HSPK) Kabupaten Kediri tahun 2022, dan harga bahan dan upah Jawa Timur tahun 2022. Metode yang digunakan dalam strategi pelaksanaan merupakan metode zonasi. Hasil dari perbandingan didapat material yang digunakan pada bekisting semi sistem adalah phenolic dan hollow, sedangkan bekisting sistem menggunakan sistem aluminium formwork. Perhitungan kekuatan dari kedua tipe bekisting diperoleh desain yang aman terhadap nilai yang diijinkan. Metode yang digunakan pada kedua tipe bekisting berbeda serta strategi pelaksanaan dan mobilisasi juga berbeda. Besar biaya yang diperlukan bekisting semi sistem adalah sebesar Rp. 8.897.733.011,29 dengan durasi pengerjaan selama 183 hari dan besar biaya yang diperlukan bekisting sistem sebesar Rp.9.780.582.574,63 dengan durasi pengerjaan selama 133 hari.
Co-Authors Agus Sugiarto Agus Sugiarto Agustin Dita Lestari Agustin Dita Lestari, Agustin Dita Alfi Syahri, Ika Wahyu Alfian, Mohamad Dava Nizar Ananda, Mohamad Fiqy Dwi Anisah Nur Fajarwati Aulia Rahman Aulia Rahman Burhamtoro Burhamtoro Dandung Novianto Diana Ningrum, Diana Dwi Ratnaningsih, Dwi Fahrurrozi, Anggi Destia Fakhrudin, Hilman Fakhry, Muhammad Reza Feri, Fernandi Wahyu Pradana Finit, Nikita Angelia G. A. Gautama Galih Damar Pandulu Gerard Appono Gindang Rain Pratama Hapsari, Ratih Indri Hediyanti, Lutfiah Putri Jayaputra, Harsalim Aimunandar Kartika Purwitasari Lydianingtias, Diah Moch. Khamim Muhammad Tri Aditya Mujahid, MJ. Bonang Al Nawir Rasidi Novansyah, Muchammad Zain Helmi Novendra, Haykal Aditya Nuriyah, Shinta Purnama Dewi Putra, Aziz Trisna Putra, Brian Nugroho Putri Widianti, Galuh Qomariah Qomariah Qomariah Qomariah Raharjo, Bobby Asukmajaya Raharjo, Nain Dhaniarti Rohmah, Fadila Nur Rustam Rustam Sitti Safiatus Riskijah Sugeng Riyanto Sumardi . Suryadi, Akhmad Suselo Utoyo, Suselo Takim Takim Udi Subagio Wahiddin, Wahiddin Yuliana, Iva Tri