cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
-
Contact Email
-
Phone
-
Journal Mail Official
potensi@live.undip.ac.id
Editorial Address
Program Studi Diploma III Teknik Sipil Sekolah Vokasi Undip Jalan Prof. Soedarto, SH Tembalang, Semarang Kotak Pos 1269
Location
Kota semarang,
Jawa tengah
INDONESIA
Jurnal Proyek Teknik Sipil
Published by Universitas Diponegoro
ISSN : -     EISSN : 26544482     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Proyek Teknik Sipil is an open access journal (e-journal) that focusing in scientific work in the field of Appllied Civil Engineering that can be product of researches, literature review, or case study including Construction and Building Material, Construction Management, Geotechnical Engineering, Highway and Transportation Engineering, Hydraulic and Water Resource Engineering, and Structural Engineering. The articles are published twice in a year, in March and September. All manuscripts are welcome in Bahasa Indonesia. This journal is developed by Civil Engineering Department, Vocational School of Diponegoro University.
Arjuna Subject : -
Articles 5 Documents
 1 
Search results for , issue "Vol 2, No 1 (2019): March" : 5 Documents clear
HEXALOCK BRICK : INOVASI BATAKO PENDUKUNG KONSEP PRE- FEBRICATE BUILDING YANG RINGAN, EKONOMIS DAN RAMAH LINGKUNGAN Samsu Adi Nugroho; Muhammad Dikri Fadilah; Thesalonika Br Ginting; Asri Nurdiana
Jurnal Proyek Teknik Sipil Vol 2, No 1 (2019): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1062.042 KB) | DOI: 10.14710/potensi.2019.4799

Abstract

The construction material innovation that will be discussed in thispublication is a lightweight brick with the HexaLock Brick model. This brick was ismade from cement, sand, and stryrofoam waste. The concept used in this brick is alock system with a hexagonal design that is more stable than ordinary brick shapes.From the results of the tests that have been done, it was found that HexaLock Brickhas several advantages compared to ordinary brick, which are lighter, more efficientfiller, smaller water absorption, smaller thermal resistance, and faster constructiontime.
PERBAIKAN DEFORMASI PLAT BAJA PADA KONSTRUKSI BLOCK SS1A KAPAL CEPAT RUDAL 60M AKIBAT PROSES ASSEMBLY Budi Utomo
Jurnal Proyek Teknik Sipil Vol 2, No 1 (2019): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1207.683 KB) | DOI: 10.14710/potensi.2019.4688

Abstract

Construction plate that has undergone various treatments will definitely deform. Deformation can be interpreted as a change in shape that occurs because of several factors, starting from load pressure, withdrawal, lifting, and welding. In ship building is a welding work that causes the most deformation due to the influence of large heat so that the plate expands and curves quickly. If the deformation is not handled, it will change the shape of the dimensions of the ship and also affect the process of joining erection. To overcome the problem of deformation, the Fairing is done, namely the heating process and cooling the plate in extreme. The fairing process is a method that is carried out to improve the tenacity and toughness of a plate after being coldly bent. Heat treatment is needed to help restore the plate to the specified shape. So that it can minimize the occurrence of dimensional changes and prevent repair when joining erections.
MANAJEMEN PEMELIHARAAN FASILITAS BANGUNAN GEDUNG PADA PROYEK SWASTA: STUDI KASUS Moh Nur Sholeh; Erastus Jimmy Malelak
Jurnal Proyek Teknik Sipil Vol 2, No 1 (2019): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (964.375 KB) | DOI: 10.14710/potensi.2019.4665

Abstract

The phase of buildings maintenance in the project life cycle is still not well structured when compared to construction phase, especially in government buildings. In contrast to private buildings that have been well managed in their care. This is due to the different funding patterns and budgets and the different division of responsibilities, the private sector is easier without a long flow when they want to maintain and finance the building. The purpose of this study is to review the management of maintenance of building facilities on private projects to be recommended to government-owned buildings. Case studies were carried out on one of the private-owned buildings in Central Java by taking a review of the diesel pump facilities. The research method is by observing the process of maintaining a diesel pump that is deepened by interviews and looking at the Standard Operational Procedure (SOP). The results showed that the One Point Lesson (OPL) maintenance system through daily, weekly, monthly, and annual maintenance on private buildings was quite effective. Maintenance is categorized as autonomous, corrective, and preventive maintenance. This maintenance system has the potential to be adopted into government buildings by carrying out more in-depth analysis.
AUDIT KESELAMATAN JALAN SEBAGAI DASAR IMPLEMENTASI PERENCANAAN KARAKTERISTIK JALAN Fardzanela Suwarto; Anjang Nugroho
Jurnal Proyek Teknik Sipil Vol 2, No 1 (2019): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (976.079 KB) | DOI: 10.14710/potensi.2019.4687

Abstract

Peningkatan manajemen keselamatan infrastruktur jalan merupakan komponen kunci untuk peningkatan keselamatan jalan. Untuk meningkatkan keselamatan jalan, selama tahap operasi dan pemeliharaan, otoritas jalan harus menemukan dan memperbaiki masalah keselamatan yang menjadi penyebab kecelakaan jalan, untuk mencegah kembali terjadinya kecelakaan lalu lintas. Sehingga audit keselamatan jalan sangat dibutuhkan, sebagai suatu sistem yang melakukan kontrol kualitas (keselamatan) jalan. Penelitian ini bertujuan untuk melakukan kajian terhadap audit keselamatan jalan yang telah dilakukan pada berbagai lokasi dan melakukan penyimpulan terhadap rekomendasi audit keselamatan jalan dalam hal geometrik dan karakteristik jalan untuk dapat memberikan masukan pada tahapan perencanaan jalan baru di kemudian hari. Hasil dari studi ini adalah pada segmen jalan lurus perencanaan rambu peringatan dan batas kecepatan sangat diperlukan untuk menambah informasi kepada pengemudi. Terkait bagian tikungan dan tanjakan jalan, konsistensi dalam perencanaan radius tikungan mutlak diperlukan.  Selain itu khusus untuk daerah tanjakan, pada tikungan perlu dilengkapi marka garis lurus dan rambu batas kecepatan serta rambu dilarang menyiap untuk mengurangi kemungkinan terjadinya kecelakaan lalu lintas.
STUDI EKSPLORASI METODE PENJADWALAN PADA PROYEK KONSTRUKSI (STUDI KASUS: PROYEK PEMBANGUNAN JALAN TOL SEMARANG-SOLO RUAS RUAS UNGARAN – BAWEN PAKET V) riza susanti; Lukman Lukman
Jurnal Proyek Teknik Sipil Vol 2, No 1 (2019): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (955.449 KB) | DOI: 10.14710/potensi.2019.3607

Abstract

Perencanaan diperlukan agar proyek yang dilaksanakan tepat mutu, waktu dan biaya. Salah satu output dari perencanaan adalah penjadwalan proyek. Metode yang umum digunakan dalam penjadwalan antara lain Bar Chart, Network Diagram (CPM, PDM) dan Metode Penjadwalan Linier (Line of Balance dan Time Chainage Diagram). Masing-masing metode memiliki kekurangan dan kelebihan masing-masing dalam melakukan penjadwalan. Penelitian ini bertujuan untuk mengelaborasi penjadwalan yang paling optimal pada proyek yang dijadikan studi kasus guna memilih metode penjadwalan yang sesuai dengan tipe dan karakteristik proyek. Metode penelitian yang digunakan adalah deskriptif komparatif dengan studi kasus. Pengumpulan data dilakukan dengan mengumpulkan jadwal proyek jalan selanjutnya dilakukan penjadwalan ulang dengan metode Network Diagram (CPM, PDM) serta Metode Penjadwalan Linier (Line of Balance dan Time Chainage Diagram. Hasil analisis menunjukkan bahwa bar chart masih umum digunakan dalam penjadwalan proyek karena paling mudah dipahami, sementara metode penjadwalan network diagram cocok untuk proyek yang bersifat komplek karena menunjukkan secara spesifik hubungan antar kegiatan. Sementara pada kedua proyek jalan yang dijadikan studi kasus, metode penjadwalan yang cocok digunakan adalah metode penjadwalan linear karena aktivitas proyek jalan berulang, metode ini mampu mendeteksi secara langsung kegiatan yang mengalami gangguan dalam pelaksanaan proyek.

Page 1 of 1 | Total Record : 5

 1 

Filter by Year

2019 2019


Reset
Filter By Issues
All Issue Vol 6, No 2 (2023): September Vol 6, No 1 (2023): March Vol 5, No 2 (2022): September Vol 5, No 1 (2022): March Vol 4, No 2 (2021): September Vol 4, No 1 (2021): March Vol 3, No 2 (2020): September Vol 3, No 1 (2020): March Vol 2, No 2 (2019): September Vol 2, No 1 (2019): March Vol 1, No 1 (2018): September Vol 1, No 1 (2018): Oktober More Issue