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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.
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Articles 5 Documents
 1 
Search results for , issue "Vol 3, No 1 (2020): March" : 5 Documents clear
Analisis Faktor-Faktor Penyebab Keterlambatan Kerja Pada Proyek Pembangunan Gedung Bertingkat Di Indonesia Romadhon, Ahmad Faisal; Tenriajeng, Andi Tenrisukki
Jurnal Proyek Teknik Sipil Vol 3, No 1 (2020): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (375.286 KB) | DOI: 10.14710/potensi.2020.7023

Abstract

Proyek konstruksi umumnya mempunyai rencana pelaksanaan dan jadwal pelaksanaan tertentu, tetapi sering terjadi keterlambatan. Keterlambatan proyek bisa berasal dari penyedia jasa dan pengguna jasa. Penelitian akan menganalisis faktor keterlambatan apa saja yang sering terjadi pada pembangunan gedung bertingkat,  mencari faktor paling dominan serta memberi solusi untuk memperbaiki kinerja proyek di Indonesia. Analisis dilakukan menggunakan aplikasi IBM SPSS 20. Variabel yang digunakan dalam penelitian yaitu Keterlambatan Proyek sebagai variabel terikat (Y), dan variabel bebas yaitu Aspek Ketenagakerjaan (X1), Bahan (X2), Peralatan (X3), Lokasi Proyek (X4), Manajerial (X5), Keuangan (X6) dan Faktor Eksternal (X7). Analisis yang digunakan adalah dengan model Regresi Linier dan uji Hipotesis F untuk mengetahui besaran pengaruh variabel X1-X7 terhadap variabel terikat yaitu keterlambatan proyek. Hasil uji F menunjukan bahwa ada pengaruh antara faktor penyebab keterlambatan dengan keterlambatan proyek dan berdasarkan analisis model regresi menunjukan bahwa dari nilai koefesien determinasi sebesar 84% keterlambatan proyek dijelaskan dalam penelitian ini. Faktor paling dominan adalah Ketenagakerjaan (X1) dengan nilai koefesien regresi 0.807. Kata kunci: Gedung Bertingkat, Faktor Keterlambatan Proyek, Model Regresi Linier, Uji Hipotesis F, Faktor dominan.
PENGARUH PENAMBAHAN LIMBAH PERUSAHAAN DAERAH CANGKANG ALE-ALE, CANGKANG KERNEL, DAN LEM PLYWOOD TERHADAP KUAT TEKAN BETON ‘Ain, Hurul
Jurnal Proyek Teknik Sipil Vol 3, No 1 (2020): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1386.913 KB) | DOI: 10.14710/potensi.2020.7536

Abstract

Ketapang regency is an area rich in marine natural resources and plantations. Ale – ale mussels are a potential marine natural resource whose capture produces negative impacts in the form of shell waste. And the natural resources of the plantations are oil palm which produces kernel shell waste and plywood wood companies which produce waste from machine glue. Where, these wastes have not been managed optimally. This is a challenge in research so that waste can be used as a mixture of concrete, has economic potential and reduces environmental impact. In this study, cylindrical samples with diameter (∅) 15 cm and height 30 cm. The percentage of waste is 30% of the weight of coarse aggregate. With a mixture ratio of 1 : 2 : 3 ( cement : fine aggregat, coarse aggregate ) with 3 samples from each type of waste to determine the compressive strength of 7, 14, and 28 days. The stages of implementation include the examination of material properties, sample making, weighing and the compressive strength test of the sample. The average compressive strength value of the 28-day age conversion obtained from the ale-ale shell waste test results was 177.64 kg / cm2, kernel shells amounted to 66.62 kg / cm2, and plywood glue amounted to 235.57 kg / cm2. Based on these data, plywood glue wastehas the highest compressive strength value.
ANALISIS MOTIVASI PEKERJA BANGUNAN PADA PROYEK KONSRUKSI BANGUNAN APARTEMEN Panjaitan, Vincent Zetaria
Jurnal Proyek Teknik Sipil Vol 3, No 1 (2020): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (291.124 KB) | DOI: 10.14710/potensi.2020.5409

Abstract

Dampak  dari  kualitas dan kuantitas  pekerja  bangunan sangat berpengaruh dalam keberhasilan proyek konstruksi, maka usaha-usaha untuk menjaga dan meningkatkan kualitas dan kuantitas  pada  pelaksanaan  proyek  konstruksi  sangat  diperlukan. Salah satu usaha dalam menjaga kualitas dan kuantitas pekerja bangunan adalah dengan adanya pemberian motivasi pada pekerja bangunan. Penelitian ini dilakukan untuk menganalisis motivasi pekerja bangunan proyek konstruksi apartemen. Adapun teori yang digunakan adalah Teori Maslow dan Teori Herzberg. Penelitian dilakukan pada lima bangunan apartemen dengan menggunakan kuisioner. Kuisioner di bagikan kepada 158 responden. Pengolahan data dengan mencari Relative Index, kemudian mewawancara Pakar. Hasil yang di dapatkan adalah tingkat kebutuhan pekerja bangunan adalah Physiological Needs (kebutuhan fisik), urutan pertama motivasi adalah ketepatan penerimaan gaji dengan Relative Index 0.948 , kedua adalah upah yang baik dengan Relative Index 0.918 dan ketiga adalah bonus dan upah tambahan dengan Relative Index 0.915. Alternatif yang dapat direkomendasikan adalah program keselamatan kerja yang baik dengan Relative Index 0.908, hubungan yang baik dengan sesama pekerja dengan Relative Index 0.872, dan tanggung jawab atas pekerjaan dengan Relative Index 0.867.
INTEGRATED BASEMENT : MENCIPTAKAN BASEMEN RAMAH LINGKUNGAN DENGAN LAHAN PARKIR YANG BERTEKNOLOGI TINGGI. Wahyudimar, Gigih Etqi
Jurnal Proyek Teknik Sipil Vol 3, No 1 (2020): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (815.451 KB) | DOI: 10.14710/potensi.2020.7535

Abstract

According to data from the Indonesian Central Agency of Statistic, there are 708 shopping centers (malls) in Indonesia in 2018, this figure is equivalent to 4.45% of the total trade centers in Indonesia. The basic meaning of the shopping center is a public area that connects every store with the society. Based on the theory of Ray Oldenburg, an urban sociologist from the United States, “People spend the majority of their lives in one of three places. The first is the home, the second is the workplace, and the third is any other social space”. The shopping center is one part of “the third places”, people spend their time doing economics transactions or just relaxing in the shopping center. So that with the  massively increasing development of shopping centers in Indonesia, it is need a construction design and building manage that more creative and based on eco-technology also maximize the “internet of things” as part of building operations. “Integrated Basement : Creating an Eco-Technology Basement with High-Tech Parking Area” is the main focus for the writer to design the basement as an underground building area that often used as a parking area to be a “smart parking area” and “green area” by focusing on how the building operations become efficient, environmentally friendly and high-tech integrated. Smart parking area also means that the basement be an area that can interact and be able to adapt to shopping center’s visitors. With this planning, hoped that urban society can enjoying the shopping centers as public area that environmental friendly, comfortable, also efficient and integrated.
ANALISA JOINT ERECTION KONSTRUKSI BAJA BLOCK B05 & B07 KAPAL PATROLI POLISI 63 METER DENGAN MOBILE CRANE 72.000 TON Khristyson, Samuel Febriary; Leksono, Suryo Hadi
Jurnal Proyek Teknik Sipil Vol 3, No 1 (2020): March
Publisher : Civil Infrastructure Engineering and Architectural Design

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1589.453 KB) | DOI: 10.14710/potensi.2020.7042

Abstract

The construction of modern vessels is already different from traditional ships, modern vessels are usually constructed by block methods where the ship is constructed from the pieces and starts from the centre piece. The construction with this method was used on the police patrol ship 63m . The process of unification of the block was done after the block was finished through the assembly process and also passed several parameters, the parameters that must be achieved and implemented before the process of the joint erection is the identification of the material, scantling Check, welding check, dimension check, readiness of the crane, building berth, number of boat blocks, and Indetification Risk. In the implementation of the block construction unification process using the help of the crane and the Trailer to move the blocks from the jig table to the building birth. The selection of the crane itself is based on the block load, being for the number of eye plates when the joint erection depends on the number and capacity of the crane used. And in this case the load of each eye plate is 35.26 kN and maximum stress 376,30 Mpa  in block B05 and then 23, 51 kN in and maximum stress  313,30 Mpa in  block B07. After the joint erection is still needed to be checked, the things to be checked are dimensional check, plate and member flatness, member straightness, Visual weld inspection, and non-destructive test according to WPS.

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