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All Journal JITEK (Jurnal Ilmiah Teknosains) JFMR (Journal of Fisheries and Marine Research) Portal: Jurnal Teknik Sipil Jurnal Abdi Insani Jurnal Teknik Sipil Jurnal WIDYA LAKSMI (Jurnal Pengabdian Kepada Masyarakat) Jurnal Teknik Sipil Jurnal Civil Engineering Study Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Jurnal Citra Kuliah Kerja Nyata PASAK: Jurnal Teknik Sipil dan Bangunan Jurnal Citra Kuliah Kerja Nyata
Decky Rochmanto, Decky
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Journal : Jurnal Civil Engineering Study

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Analisis Penerapan Sosialisasi dan Implementasi Kesehatan dan Keselamatan Kerja serta Pencegahan Kecelakaan Kerja Untuk Keberhasilan Pembangunan Proyek Konstruksi Ferdiyanto, Anggi; Rochmanto, Decky; Wakit, Ahmat
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.936

Abstract

An Occupational Safety and Health (K3) program for workers is very necessary for workers. Especially in the work environment which has a high risk of work accidents and work-related diseases, because work accidents in the construction sector are not only caused by the system that has been implemented by the company but also the awareness of each individual to avoid work accidents. The socialization and implementation of occupational health and safety (K3) as well as work accident prevention programs on the Ash Phond and Aro Wwtp development projects have not yet been implemented optimally, because there are still many workers who are not aware of the importance of the K3 program. The aim of this research is to find out and analyze the implementation of socialization and implementation of K3 and prevention of work accidents for the successful construction of the Ash pond & Aro Wwtp project at the company PT. Murinda Iron Steel (PLTU) Tanjung Jati B Jepara.
Implementasi Software CSI ETABS dan CSI Detail Pada Gedung 15 Lantai Di Desa Ngeling Terhadap Peraturan SNI 2847 tahun 2019 Istiqomah, Nurul; Rochmanto, Decky; Umam, Khotibul
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.1051

Abstract

A hospital is a health service institution that provides comprehensive individual health services that provide inpatient, outpatient and emergency services. The development of the human population will continue to increase from year to year. With this population growth, vertical development can help with this problem. In the era of digital globalization, there are many advanced technologies that can make things easier for people in various fields, including Civil Engineering. Based on this, the author carried out hospital construction planning using CSI ETABS and CSI Detail software analysis. In planning the hospital construction, it is planned to be 15 floors high using the SNI 2847 – 2019 reference with a concrete quality (fc') of 30 MPa. Based on this, the following planning results were obtained: roof plate with a thickness of 10 cm with reinforcement in the x direction Æ10-150 and reinforcement in the y direction Æ10-125; floor plate with a thickness of 10 cm with reinforcement in the x direction Æ10-150 and reinforcement in the y direction Æ10-125 (2) main beam I 350 x 700 lt. 1 main support reinforcement 6D13 and support stirrup reinforcement Æ10-125, field main reinforcement 6D13 and support stirrup reinforcement Æ10-325; main beam I 350 x 700 lt. 2-15 main support reinforcement 8D19 and support stirrup reinforcement Æ10-125, field main reinforcement 8D19 and support stirrup reinforcement Æ10-325; main beam I 350 x 700 lt. 16 main support reinforcement 7D19 and support stirrup reinforcement Æ10-125, field main reinforcement 7D19 and support stirrup reinforcement Æ10-325; main beam II 200 x 400 main support reinforcement 6D13 and support stirrup reinforcement Æ10-75, field main reinforcement 6D13 and support stirrup reinforcement Æ10-175; joist 150 x 300 main support reinforcement 5D19 and support stirrup reinforcement Æ10-100, field main reinforcement 4D19 and support stirrup reinforcement Æ10-150 (3) floor column. 1-5 120 x 120 with main reinforcement 40D25 and stirrup reinforcement Æ10-150; column floor 6-10 95 x 95 with main reinforcement 24D25 and stirrup reinforcement Æ10-150; lt column. 11-15 with main reinforcement 12D25 and stirrup reinforcement Æ10-150; lift column 30 x 30 with main reinforcement 8D25 and stirrup reinforcement Æ10-150 (3) foundation using 40 cm diameter spunpile, pile cap P5 280cm x 280cm, P7 280cm x 280cm, P9 280cm x 280cm and P12 380cm x 380cm using top reinforcement D13-100, bottom reinforcement and shrinkage reinforcement D22-100.
Studi Perbandingan Perencanaan Perkerasan Jalan (Kaku, Lentur, Paving) Kawasan Unisnu Jepara Minachussania; Saputro, Yayan Adi; Rochmanto, Decky; Faqih, Nasyiin
Jurnal Civil Engineering Study Vol. 4 No. 02 (2024): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v4i02.1105

Abstract

Pembangunan jalan terus berkembang seiring dengan tuntutan zaman, hal ini terjadi di kampus Unisnu Jepara yang kepadatan lalu lintasnya semakin meningkat seiring dengan bertambahnya jumlah mahasiswa setiap tahun. Akses jalan yang hanya tersedia satu, membuat lalu lintas bertabrakan. Kebutuhan jalan alternatif sangat diperlukan guna mengatasi kemacetan dan ketidak teraturan lalu lintas. Penulis mengevaluasi permasalahan tersebut dengan merencanakan perbandingan perkerasan jalan (kaku, lentur, paving), sebagai bahan pertimbangan. Dalam perbandingan perencanaan ini metode yang digunakan untuk perkerasan kaku dan lentur menggunakan Metode Direktorat Jenderal Bina Marga 2017 dan perkerasan paving menggunakan Metode Analisa Komponen 2002. Berdasarkan analisis yang telah dilakukan dengan pertumbuhan lalu lintas (i) 1% dan umur rencana 20 tahun diperoleh hasil pertama perkerasan kaku tebal pelat beton 175 mm (dapat diakses oleh truk), lapis pondasi atas (kelas A) 125 mm dan lapis pondasi bawah (kelas B) 160 mm. Kedua perkerasan lentur tebal lapis AC WC 40 mm, AC BC 60 mm, AC Base 80 mm dan LPA Kelas A 300 mm. Ketiga perkerasan paving tebal perkerasan paving 80 mm (dengan frekuensi terbatas pada pick up, truk dan bus), lapis pondasi awal 100 mm, lapis pondasi akhir 236 mm. Sedangkan berdasarkan rekapitulasi hasil analisa didapat biaya struktur perkerasan kaku senilai Rp 2.718.646.898, biaya struktur perkerasan Lentur senilai Rp 2.112.631.770 dan biaya struktur perkerasan Paving senilai Rp. 902.412.387. Sehingga dapat diketahui bahwa perkerasan paving blok lebih hemat, namun struktur perkerasan paving blok sangat tidak nyaman untuk kendaraan dengan kecepatan tinggi dan kendaraan berat.
Co-Authors Adib, Muhammad Ahmat Wakit Anwari, Hilal Arif Mustofa Ariyanto Darmoko, Wahyu Setyo Fahrizal, Yusuf Faizah, Nur Laili Faqih, Nasyiin Fatchur Roehman Fathurrozi, Muhammad Ferdiyanto, Anggi Hafish Nuswantoro, Izzatur Hanggoro, Wahyu Khotibul Umam Ma'arif, Syamsul Miftahurrohman, Muhammad Minachussania Mohammad, Gunawan Mushthofa Nely Mak'sudah, Ari Nurofi, Muhammad Adib Nurul Istiqomah Prasetya, Hendryk Ratna Prasetya, Herry Puguh Pratama, Andrie Mandala Yudha Qolbi, Muhammad Ainun Qomaruddin, Mochammad Rizki, Muhammad Efendi Rochmawati, Nur Saputro, ST., MT., Yayan Adi Saputro, Yayan Adi Shadli, Maulana Chasan Syaifuddin, Dedi Ahmad Tiara, Mayang Tira Roesdiana Triyano, Al Wibowo, Gentur Wahyu Nyipto Wibowo, Valentino Herlia widias tuti, iin