Claim Missing Document
Check
Articles

Found 8 Documents
Search

Pemanfaatan Limbah Plastik Kresek dan Abu Serut Tebu untuk Campuran Aspal Hrc-Wc: The Utilization of Plastic Bags Waste and Bagasse Ash for HRC-WC Asphalt Mixtures ikhwan Arief Purnama; sarpawi sarpawi; ahmad muhtadi
JURNAL AGRIMENT Vol. 8 No. 2 (2023): Desember 2023
Publisher : Politeknik Pertanian Negeri Samarinda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51967/jurnalagriment.v8i2.2978

Abstract

The remaining bagasse waste from sugarcane and plastic waste, which increases annually, has had an adverse impact on the environment, both on land and in the sea. In 2010 alone, 275 million tons of plastic waste were generated worldwide. Approximately 4.8 to 12.7 million tons of that waste were discarded, polluting the oceans. Indonesia, with a coastal population of 187.2 million, produces 3.22 million tons of poorly managed plastic waste annually. An estimated 0.48 to 1.29 million tons of this plastic waste is believed to contaminate the oceans.According to Ir. Rudy Setyo Utomo, M.Sc. (a researcher at the Research and Development Agency of West Kalimantan Province), from the total accumulated waste in Pontianak City, it is estimated that 66% consists of organic waste, roughly around 265 tons per day, while 34% is inorganic waste, approximately 135 tons per day. Organic waste comprises food remains, wood, branches and leaves, paper, and cardboard. The waste from bagasse ash contains a high silica (SiO2) content of around 68.5%, which can be utilized in asphalt mixtures to enhance their quality.In addition to utilizing bagasse ash waste, the writer also incorporates plastic bag waste as a substitute in the asphalt mixture. According to research, Indonesia ranks second in the world for the largest amount of plastic waste, following China. This study aims to create 18 asphalt mixture samples using bagasse waste and plastic waste. The outcomes of this research will be used to produce a related research journal. Keywords: Plastic, Sugarcane, and Asphalt
PERANCANGAN MANAJEMEN STRUKTUR PADA BANGUNAN GEDUNG 5 LANTAI SEKOLAH SD/SMP KRISTEN IMMANUEL KABUPATEN KUBU RAYA Sucy Syahwalitya Fahdila; safitri Eka Pratami; syafriadi Syafriadi; Ikhwan Arief Purnama
RETENSI Vol 4 No 2 (2024): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v4i1.765

Abstract

Peningkatan sarana dan prasarana gedung sekolah sangat diperlukan karena pesatnya perkembangan di dunia pendidikan. Perencanaan bangunan sangat berpengaruh karena akan menghasilkan suatu bangunan yang memenuhi syarat kokoh, ekonomis maupun estetika agar terhindar dari kerusakan bangunan. Manajemen konstruksi menjadi solusi yang sangat tepat untuk merencanakan kebutuhan biaya, mutu, waktu, dan sumber daya manusia serta Keselamatan dan Kesehatan Kerja (K3). Dalam Perencanaan manajemen pada bangunan Gedung Sekolah SD/SMP Immanuel Kabupaten Kubu Raya dilakukan analisa gambar kerja yang digunakan sebagai objek perencanaan manajemen terlebih dahulu. Sehingga didapatlah uraian pekerjaan dari gambar kerja untuk menganalisa manajemen biaya, manajemen mutu, manajemen waktu dengan dibuat Network Planning menggunakan metode Critical Path Methode (CPM), manajemen sumber daya manusia, dan manajemen keselamatan kesehatan kerja. Pada penulisan ini penulis menggunakan sumber data berupa data primer dan data sekunder. Data primer berupa gambar kerja dan dokumentasi lapangan, adapun data sekunder berupa Analisa Harga Satuan (AHS) 2020, rencana kerja dan syarat – syarat (RKS), peraturan Undang–undang/Permen, dan Literatur. Berdasarkan data yang diolah, hasil akhir meliputi Rancangan Anggaran Biaya (RAB) sebesar Rp. 13.751.000.000 , Durasi waktu pekerjaan selama 228 hari, manajemen mutu proyek dibuat analisa quantity pekerjaan yang dimana terdapat spesifikasi tiap pekerjaan secara rinci dan sesuai dengan pedoman yang ada serta sesuai dengan standar, Sumber Daya Manusia (SDM) didapat hasil jumlah tenaga kerja yang paling banyak untuk pekerjaan penulangan sebanyak 88 orang dan paling sedikit pada pekerjaan pemasangan baut dan angkur, pemasangan plat 12mm dan pemasangan plat 16mm pada atap sebanyak 2 orang. Keselamatan Kesehatan Kerja (K3) didapat hasil pengendalian resiko dan kebutuhan alat pelindung diri yang sudah sesuai dengan standar dan kebutuhan.
Pemanfaatan Limbah Bauksit (Tailing Bauxite) Sebagai Bahan Pengganti Agregat Halus Terhadap Kuat Tekan, Kuat Tarik Belah, dan Modulus Elastisitas Pada Beton Rabihati, Etty; Purnama, Ikhwan Arief; Adjie, Muhammad Syafri; Rachmawan, Valdi Dwi
RETENSI Vol 1 No 1 (2020): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v1i1.232

Abstract

Until now, bauxite waste (bauxite tailings) has not been utilized in its entirety, causing an increase in the amount of waste in the bauxite producing areas. The percentage between the bauxite produced and the amount of waste produced is 50%: 50%. This research was conducted to see whether or not the use of liquid waste (tailings bauxite) is appropriate as a place for fine aggregate in the manufacture of concrete. This study used an experimental method with the replacement of the concrete mixture, namely sand with bauxite waste (bauxite tailings) with the proportion of bauxite waste (bauxite tailings) of 2.5%, 5%, and 7.5%. The tests carried out were compressive strength testing, split tensile strength testing, and modulus of elasticity. The results of the test for the highest compressive strength average age of 7 days were found in normal concrete with an average compressive strength of 21.58 MPa. The average compressive strength of 28 days was 7.5% bauxite waste concrete with an average compressive strength of 32.07 MPa. The tensile strength of 7 days was in bauxite waste concrete at 7.5% with a split tensile strength of 2.90 Mpa. The tensile strength of 28 days was in bauxite waste concrete 7.5% with a split tensile strength of 3.26 Mpa. The highest average modulus of elasticity is found in 7.5% bauxite waste concrete with a yield of 26607.03 Mpa, Keywords: Bauxite Waste (Tailing Bauxite), Compressive Strength, Modulus of Elasticity, Split Tensile Strength
KARAKTERISASI SIFAT FISIK DAN MEKANIK TANAH TIMBUNAN BABALESI YANG BERDASAR DARI LIMBAH BAUKSIT DAN BAKTERI PROBIOTIK marini, lelly; Hariyani, susi; Purnama, Ikhwan Arief
RETENSI Vol 2 No 1 (2021): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v2i1.405

Abstract

Bauxite waste in the form of red mud is known as waste could pollute water and soil in theenvironment around the mining area and endanger public health if not given advance prevention. Bythe increasing amount of waste and the growing amount of bauxite production, this problem becomeimportant issue for the mining sector, the government and the surrounding public directly affected.Utilization on a large scale and environmentally friendly are the points in this bauxite waste solution.The Babalesi landfill for road construction is a consideration in utilizing bauxite waste by usingprobiotic bacteria as a modifier. The feasibility and potential testing of Babalesi soil is carried out byphysical and mechanical tests of the soil based on ASTM Standards. These tests produce parametersthat refer to the AASHTO and USCS Classifications to determine the requirements for embankment2soil. For the physical test in the initial test of the red mud condition, the parameters indicated the A-7-6 classification, namely clay with poor quality. Furthermore, the physical test on Babalesi soilshowed A-4 classification, namely silt soil with medium quality. Meanwhile, the mechanical test forboth conditions, namely the original red mud condition and the Babalesi soil condition, could not becarried out because even in dry conditions, Babalesi soil proved to be very hard, but if it was inwatery conditions as a procedure in the mechanical test, it could not be formed and the mechanicalparameters could not be measured. The results of the physical test concluded that Babalesi landfillmeet the requirements and could be recommended as a road construction embankment. Themanufacture of Babalesi soil could be carried out directly in the waste pond by layered way usingheavy equipment as a stirrer of bacterial solution and bauxite waste.
Tinjauan Waktu Dan Biaya Menggunakan Metode Crashing Dengan Sistem Shift Tenaga Kerja Maulidyah, Maulidyah; rizkiyah, sri; Arena, Azza; Purnama, Ikhwan Arief
RETENSI Vol 3 No 1 (2022): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v3i1.502

Abstract

Pada saat membangun proyek gedung, keterlambatan pekerjaan proyek sering terjadi saat dilaksanakan. Jadi dibutuhkan alternatif yang dapat membantu menyelesaikan proyek konstruksi lebih cepat salah satunya dengan menggunakan metode shift tenaga kerja. Penelitian ini menganalisis percepatan periode menggunakan shift tenaga kerja pada proyek konstruksi gedung SMAN 4 Kota Pontianak Kalimantan Barat. Total anggaran biaya proyek pada kondisi pasca-crashing dengan sistem shift tenga kerja dengan total biaya Rp2.731.667.460,24 lebih tinggi dari total anggaran proyek dalam kondisi normal yaitu Rp. 2.222.022.510,48, dan periode pelaksanaan proyek 77 hari lebih cepat dari periode normal dari 180 hari pada durasi normal Dapat disimpulkan bahwa penerapan sistem shift lebih efektif dalam durasi karena lebih cepat dari rencana durasi normal. Menjadi efektif dan efisien dalam proyek konstruksi sangat penting karena ada banyak mekanisme kerja yang saling mempengaruhi seperti biaya, waktu, sumber daya manusia, sistem manajemen kesehatan dan keselamatan kerja (SMK3) untuk identifikasi resiko yang kemungkinan terjadi dalam proyek konstruksi, dan manajemen komunikasi proyek sangat penting dalam konstruksi.
DESIGN OF 5 STORIES REINFORCED CONCRETE STRUCTURE DATA CENTER BUILDING IN SOUTH PONTIANAK SUB-DISTRIC Kurniawan, Farhan; Purnama, Ikhwan Arief; GINTING, RAFANI; Irpan, Muhammad
RETENSI Vol 3 No 2 (2023): Retensi
Publisher : Jurusan Teknik Sipil Polnep

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31573/retensi.v3i2.605

Abstract

The demand for supporting facilities in the advancement of information technology, specifically in Pontianak City, is increasing, a building that is suitable, strong, and earthquake resistant is needed as an effort to support the sustainability of centralized information technology infrastructure. The design of the data center also used a hebel brick as a wall to reduce the dead load of the building. The entire structure uses reinforced concrete structures in soft soil conditions (SE) with a intermediate moment frame system (IMF) that refers to SNI 2847-2019, also takes into the calculation of seismic aspects according to SNI 1726-2019 with the spectrum response method. The serviceability of this building is estimated according to the service load of office buildings and computer rooms based on SNI 1727-2020. This 5-storey building is modeled and structural analysis using the SAP2000 program, as well to 2D detail engineering design using the AutoCAD 2020 program, has a site area of 980 m². The strength of the foundation structure is based on Cone Penetration Test on Purnama street. All structural components use concrete strength fc' 30 MPa and steel strength 400 MPa. The design results thick deck plate 150 mm and floor/stair/step plate 120 mm, prymary beam and sloof B1 with dimensions 300×600 mm, secondary beam B2 with dimensions 250×500mm, secondary beam B3 with dimensions 150×300mm, primary column K1 with dimensions 600×600 mm, column K2 with dimensions 350×350mm, fondation pilecap P1 with dimensions 3100×3100×700mm, fondation pilecap P2 with dimensions 5100×1800×700mm, fondation pilecap P3 with dimensions 700×700×500mm with bearing capacity of square pile dimensions 350×350mm with length of 24m. Keywords: Building, Data center, Structure, Reinforced concrete, IMF
Pelatihan Auto Level untuk Survei Lokasi pada SMKN 4 SPP Singkawang: Auto Level Training for Location Survey at SMKN 4 SPP Singkawang Anggraini, Irene; Hafiyyan, Qalbi; Rabihati, Etty; Ryanti, Eva; Muhtadi, Ahmad; Purnama, Ikhwan Arief; Setiawan, Randy; Rizal, Rizal; Sasongko, Hartanto Wahyu; Perangin Angin, Imanuel Kemenangenta
PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat Vol. 10 No. 1 (2025): PengabdianMu: Jurnal Ilmiah Pengabdian kepada Masyarakat
Publisher : Institute for Research and Community Services Universitas Muhammadiyah Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33084/pengabdianmu.v10i1.8393

Abstract

SMKN 4 SPP Singkawang is one of the vocational schools that provides education with a focus on agriculture and agribusiness. The purpose of providing education at this school is to produce graduates who are skilled in agriculture. One of the important skills to have in agriculture is topographic surveying. For this reason, students at school are expected to have these skills. These skills can later be used to support various activities in agriculture, such as irrigation planning and determining plant types based on topographic conditions. Topographic surveys can be carried out effectively and efficiently using optical tools such as auto levels. Based on this, Community Service (PKM) activities in the form of auto level training were carried out by students at SMKN 4 SPP Singkawang. The purpose of this training is for students to be able to use auto levels in mapping land contours for agricultural and agribusiness purposes. The training began by providing an explanation of the optical tools that would be used for the survey. The next stage is for students to practice using the optical tools accompanied by the Community Service (PKM) team. The result of this training is that students are able to understand and practice measuring land contours using auto levels. Finally, this training is expected to improve the skills of students of SMKN 4 SPP Singkawang, which will later be able to support various activities in the fields of agriculture and agribusiness, such as irrigation planning, determining plant types, and so on.
Analysis of Concrete Compressive Strength by Adding Plastic Waste as an Additional Material Mixed in Cement for Manufacturing Pavling Blocks Anggraini, Irene; Purnama, Ikhwan Arief; Hafiyyan, Qalbi
International Journal of Research in Vocational Studies (IJRVOCAS) Vol. 5 No. 1 (2025): IJRVOCAS - April
Publisher : Yayasan Ghalih Pelopor Pendidikan (Ghalih Foundation)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53893/ijrvocas.v5i1.334

Abstract

In daily life, plastic waste feels very close to us as humans. This type of waste is very difficult to decompose,which significantly disrupts both life on land and in the ocean. In this study, the use of heated plastic waste as an additive incement mixtures for making paving blocks is still rarely explored. The aim of this research is to examine the impact of usingplastic waste as an additive in cement mixtures. Additionally, the use of plastic waste as an additive in cement is based on theidea that plastic waste can be transformed into something useful to reduce the troubling amount of plastic waste. For this purpose,this study employs both the Literature Review Method and the Experimental Method to determine how the addition of plasticwaste in paving block mixtures affects the compressive strength of the paving blocks. In this study, plastic waste will be used asan additive to cement with the following compositions: 0% (ordinary concrete), 2.5%, 5%, and 7% of the cement weight. Theresults showed that paving blocks with a 2.5% plastic mixture achieved the highest compressive strength of 26.2 MPa at 21 days,while the highest water absorption was observed in the 5% plastic mixture, with a value of approximately 6.14%. Overall, thetotal strength exceeded the planned compressive strength of 20 MPa based on the SNI 03-0691-1996 standard, making it suitablefor road use with a B quality grade.