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All Journal Jurnal Teknik Sipil dan Lingkungan Jurnal Teknologi Inersia : Jurnal Teknik Sipil Majalah Teknik Simes
Mekar Ria Pangaribuan
Universitas Ratu Samban
Aerospace Engineering Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Transportation

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 1 
Baja Ringan Sebagai Pengganti Kayu dalam Pembuatan Rangka Atap Bangunan Rumah Masyarakat Mekar Ria Pangaribuan
Jurnal Teknik Sipil dan Lingkungan Vol 2, No 4 (2014): Jurnal Teknik Sipil dan Lingkungan
Publisher : Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya

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Abstract

ABSTRAK Kecepatan kerusakan hutan, khususnya di Bengkulu lebih tinggi dibanding realisasi upaya rehabilitasinya, karenanya inovasi baja ringan sebagai alternatif baru material rangka atap akhir-akhir ini makin populer, ditandai dengan banyaknya jumlah merk rangka atap baja ringan di Indonesia. Perlu dilakukan perhitungan rencana anggaran biaya (RAB) model rumah tipe 36, model 1 menggunakan rangka atap kayu, dan model 2 menggunakan rangka atap baja ringan untuk mendapatkan perbandingan (komparasi) antara kedua model melalui perhitungan Harga Satuan Pekerjaan (HPS), juga memahami keuntungan dan kerugian penggunaan kedua material atap tersebut. Dari hasil perhitungan HPS diperoleh biaya yang diperlukan untuk rumah tipe 36 dengan tipe rangka atap kayu Rp. 111.558.000,- sedangkan menggunakan rangka atap baja diperlukan dana Rp. 110.524.000,-, Perhitungan HPS kedua tipe rumah menyebut selisih sebesar 1.034.000,-, dimana biaya justru lebih murah menggunakan rangka atap baja tipe kanal taso 75.75, reng TR 34.45, atap genteng metal colour dari pada menggunakan rangka atap dari kayu tipe kelas II. Adapun keuntungan menggunakan rangka atap baja adalah: merupakan material baru yang makin diminati, bahan ini dapat dibuat dengan bermacam bentangan (panjang atau lebar atap), bahan yang bila dirancang dengan benar, akan lebih kuat dari atap kayu, serta lebih aman, material ini lebih awet, tidak dimakan rayap, tahan terhadap api, sifat materialnya ringan dan mudah dirakit, bila dibandingkan rangka kayu pada luasan yang sama pemasangan kerangka atap baja ringan, bobotnya yang ringan dibandingkan kayu, beban yang harus ditanggung oleh struktur dibawahnya lebih rendah, dan sisa material sedikit. Kata Kunci: Rangka atap kayu, rangka atap baja, HPS, RAB, hutan
STUDI PEMANFAATAN LIMBAH BATUBARA DAN KOTORAN SAPI SEBAGAI AGREGAT TAMBAHAN UNTUK BATAKO Mekar Ria Pangaribuan; Utari Utari; Amrizal Amrizal
Jurnal Teknologi Vol 13, No 2 (2021): Jurnal Teknologi
Publisher : Fakultas Teknik Universitas Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/jurtek.13.2.161-170

Abstract

Conblok (Concrete Blok) atau batu cetak beton  adalah komponen bangunan yang dibuat dari campuran semen Portland atau pozolan,  pasir, air dan atau tanpa bahan tambahan lainnya (additive), dicetak sedemikian rupa hingga memenuhi syarat sebagai bahan pasangan dinding. Batako yang akan dibuat adalah dari campuran limbah batu bara dan limbah kotoran sapi sebagai bahan pengganti agregat, karena bahan tersebut banyak terdapat di Desa Suka Makmur Kabupaten Bengkulu Utara. Penelitian ini bertujuan mendapatkan mutu batako dari campuran limbah batu bara dan kotoran sapi melalui uji kuat tekan yang dihasilkan. Metode penelitian yaitu analisis deskriptif eksperimental  Hasil penelitian bahwa batako dengan penambahan limbah batu bara sebesar 35% memiliki hasil uji rata-rata kuat tekan yaitu 17,78kg/cm², sehingga  dapat digunakan pada konstruksi seperti pembuatan partisi ruangan atau pagar. Sedangkan batako dengan penambahan limbah batubara 30% dan kotoran sapi 15% memiliki nilai kuat tekan rata-rata yaitu sebesar 15,56 kg/cm² tidak memenuhi syarat SNI sehingga tidak bisa digunakan sebagai bahan bangunan.
KAJIAN REKAYASA LALU LINTAS PADA PENEMPATAN KINERJA PARKIR BADAN JALAN DI PASAR TRADISIONAL Mekar Ria Pangaribuan
MAJALAH TEKNIK SIMES Vol 12 No 1 (2018): Majalah Teknik Simes
Publisher : UNIVERSITAS PROF. DR. HAZAIRIN, SH BENGKULU

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Abstract

Along with the increase of transportation facilities, resulting in an increase in the volume of traffic in traditional markets, which can cause problems how to park vehicles that can meet all the vehicles coming, so that traffict flow can still smooth and orderly. Purwodadi market is located in the middle of the shopping and seetlement, with pass by 4 segment of road, will be done traffic engineering to know how big influence of parking at of road body which can influence road road performance in order not to experience jam, aspecially at rush hour. The objectives of the research are: 1) to find out how much impact of parking on the road body to the capacity of road service in Purwodadi market, and 2) to know the performance of Purwodadi market street with the parking of the road body. The result of this research is the average volume of traffic per segment passing trought Purwordadi Market is 5,106,70 SMP / hour on segment I, 2,412,30 SMP / hour in segment II, 2,929,35 SMP / hour in segment III and 718,50 SMP / hour in segment IV. While the degree of saturation per each segment is: in segment I with LHR 555.63 kend / jam, segment II LHR 253.92 kend / jam, LHR segment III 0f 307.93 kend / jam, and segment IV is LHR 79.83 kend / jam. The road service level obtained from the degree of saturation (DS) for the level of service road segment I, II and IV including class A, with high-speed load current condition, the driver can choose the desired speed without a hitch, where the value of road performance ratio is not affected the road capacity but influenced the speed of the vehicle. While in segment III the level of service road including class B, the current is stable but the speed of operation began to start limited by traffic, the driver has enough freedom to choose the speed.
EVALUASI PENYEDIAAN SISTEM MANAJEMEN KESELAMATAN DAN KESEHATAN KERJA (K3) PADA PERUSAHAAN JASA KONSTRUKSI Mekar Ria Pangaribuan
MAJALAH TEKNIK SIMES Vol 12 No 2 (2018): Majalah Teknik Simes
Publisher : UNIVERSITAS PROF. DR. HAZAIRIN, SH BENGKULU

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Abstract

SMK3 dan K3 are all activities to ensure and protect the safety and helath of the workforce throught prevention of occupational injuries and occupational diseases in construction works. Research objectives: 1) Knowing SMK3 in the sampling company, 2) Obtain the effect of K3 applied. The research method used a model showing the realitionship betwen perception and preferance with attitudes by Martin A. Fishbein. The result of research indicated that the attitude of the respondent abaut the OSH sistem is the condition of the working environment is the first indicator (1,62 / 42%), the use of personal protective equipment is the second indicator (1,536 / 39%), the provision of the third director of keetutan (0,725 / 19%), and heavy equipment inspection is the lowest indicator (0,00 / 0%).
PENGARUH BATU CADAS (BATU TRASS) SEBAGAI BAHAN PEMBENTUK BETON TERHADAP KUAT TEKAN BETON Herdiansyah Herdiansyah; Mekar Ria Pangaribuan
Inersia: Jurnal Teknik Sipil Vol 5, No 2 (2013)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (188.638 KB) | DOI: 10.33369/ijts.5.2.11-20

Abstract

The concrete is material construction it’s substantial cement Portland and agregat is sand and stone (split). Usually, concrete use for house construction, building, bridge and street. The agregat is important material volume in concrete mixture. Quality of concrete is found from planning and monitoring more better through material in use, like truss stone. It is change of  material from split stone, with purpose get the influence truss strong pressure concrete and tofound the point of maximum strong pressure concrete can it get. This research do in the labaoratorium building trial conctruction field and building, publick woker official, Bengkulu goverment use 36 test. They are material test with normal concrete, material test use 25% experiment truss stone and material test 50% truss stone what coarse agregat. Appraisal data final trial is c0llection, it's processing and make it become a report. Trial strong pressure concrete begin with design article test (mix design) and trial strong pressure concrete at 7 days, 14 days, 21 days and 28 days. Appraisal data final are process with simple regresi linier method. The end, this result of research is strong pressure concrete get with 25% truss stone is 164,73 kg/cm2, and use 50% truss stone us 106,94 cm/kg2. This result show very far away from plan strong prsessure concrete, it is suggestion that’s concrete use for floor.
Belt Conveyor Otomatis Sebagai Penyortir Kualitas Jagung Manis Berbasis Nodemcu Esp8266 Ansyah Dani Fernando; Meriani Meriani; Mekar Ria Pangaribuan
MAJALAH TEKNIK SIMES Vol 17 No 2 (2023): Majalah Teknik SIMES Vol. 17 . No. 2, Juli 2023
Publisher : UNIVERSITAS PROF. DR. HAZAIRIN, SH BENGKULU

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Abstract

Conveyor belts that are controlled by a controller and programmed by a PC, are widely used in industry, ranging from quality control, sorting, security, carrying objects and many others. This conveyor belt uses a load sensor and a TCS3200 tcs load sensor. The process of getting quality corn with the two sensors will make it easier to sort the sorter
Co-Authors Amrizal Amrizal Ansyah Dani Fernando Herdiansyah Herdiansyah Meriani Meriani Utari Utari