Claim Missing Document
Check
Articles

Found 3 Documents
Search

Identifikasi Struktur Bangunan Rumah Tradisional di Desa Pinggirpapas Anisah Nur Fajarwati; Medi Efendi; Suhariyanto Suhariyanto; Sudarmanto Sudarmanto
NALARs Vol 19, No 2 (2020): NALARs Volume 19 Nomor 2 Juli 2020
Publisher : Universitas Muhammadiyah Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24853/nalars.19.2.139-148

Abstract

ABSTRAK. Arsitektur tradisional di Desa Pinggirpapas memiliki karakter dan kekhasan tersendiri. Karakter yang kuat dapat dilihat dari bentuk bangunan rumah tradisional yang mengandung nilai filosofis. Bangunan rumah tinggal di Desa Pinggirpapas terdiri dari tiga massa bangunan yang terikat dalam tanean atau halaman. Penelitian dengan judul Identifikasi Struktur Rumah Tinggal Tradisional di Desa Pinggirpapas, Kabupaten Sumenep bertujuan untuk mengenal bagian-bagian struktural konstruksi bangunan rumah tinggal tradisional yang masih menunjukkan jejak keaslian.  Metode yang digunakan dalam penelitian ini adalah metode rasional-kualitatif yang bersifat deskriptif dan eksploratif, serta dalam pemilihan sampel bangunan digunakan metode purposive sampling. Analisis data dilakukan berdasarkan pembagian struktur bangunan yang terdiri dari struktur bawah, tengah, dan atas. Hasil penelitian menunjukkan bahwa rumah tradisional di Desa Pingirpapas memiliki keragaman struktur mulai dari struktur pandemen (pondasi), struktur tana’ (lantai), struktur canggha dan sasaka ageng (kolom), dan struktur ata’ (atap). Struktur bangunan rumah tradisional dibuat dengan sistem bongkar – pasang sehingga dapat dipindahkan dari satu tempat ke tempat yang lain. Ketiga massa bangunan menggunakan perpaduan material alam. Kayu jati untuk keseluruhan rangka bangunan (badan bangunan dan rangka atap). Batu karang untuk kaki bangunan atau pondasi, dan genteng tanah liat dari Palembang untuk penutup atap. Kata kunci: Struktur, Rumah Tradisional, Desa Pinggirpapas ABSTRACT. Traditional architecture in the village of Pinggirpapas has its character and uniqueness. A strong character can be seen in the form of traditional house buildings that contain philosophical values. Residential buildings in the village of Pinggirpapas consist of three building masses bound in a Tanean or courtyard. Research with the title Identification of Traditional Residential Structures in Pinggirpapas Village, Sumenep Regency aims to recognize the structural parts of traditional residential building construction that still show traces of authenticity. The study uses descriptive rational-qualitative methods that are descriptive and exploratory, and in the selection of building samples, the purposive sampling method is used. The parameter used as a reference in this study is the suitability of secondary data (theory) with the building's empirical conditions. Data analysis was performed based on the division of building structures consisting of the lower, middle, and upper structures. The results showed that traditional houses in Pingirpapas village had a variety of structures ranging from Pandemen (foundations), tana' structures (floors), Canggha structures and Sasaka Ageng (columns), and structures to Ata (roofs). The construction of a traditional house building is made with a knock-down system to move from one place to another. The three-building masses use a combination of natural materials. Teak wood for the overall frame of the building (building and roof frame). A chunk of coral reefs for building footings and clay tile from Palembang for roofing. Keywords: Structure, Traditional House, Pinggirpapas Village
OPTIMIZING OF HEAVY EQUIPMENT IN EARTH WORK FOR THE PROBOLINGGO - BANYUWANGI TOLL ROAD PROJECT PACKAGE 1 A.Rizal Ramadhani; Suhariyanto Suhariyanto
Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK) Vol. 7 No. 1 (2026): MARET 2026
Publisher : Jurusan Teknik Sipil Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/jos-mrk.v7i1.8725

Abstract

This study focuses on excavation and embankment works on the Probolinggo–Banyuwangi Toll Road Project, Package 1, fromSTA 0+000 to STA 5+000. As a large-scale infrastructure project, it involves the use of various heavy equipment, each withdistinct operational capacities and rental costs. Delays have occurred partly due to inefficient equipment usage and suboptimalmanagement. To address this, the study aims to optimize the selection and allocation of heavy equipment by analyzing totalcosts, identifying the most economical types of equipment, and determining the optimal number of units required. The analysisuses secondary data, including work volumes, implementation plans, technical specifications, rental prices, excavation volumeof 4,980.13 m3, embankment volume of 1,349,805.44 m3, and the project’s S-curve as a reference for scheduling and progressmonitoring. Optimization is conducted through a comparison between manual calculations and linear programming using theLINDO application. The results indicate that the optimal total cost for excavation work is IDR 204,426,192.00, utilizing 1 unitof KOMATSU PC 200-8 excavator and 7 units of HINO 500 FC 110 JS dump trucks. For embankment work in Zone 1, theoptimal cost is IDR 44,904,150,323.00 with 3 SANY SY285H excavators, 38 Hino Dutro 130 HD dump trucks, 2 Hidromek330MG motor graders, 4 Bomag BW 161 AD–50 tandem rollers, and 4 Isuzu NMR 71 water tank trucks. In Zone 2, the totalcost is IDR 32,087,623,131.00, using 3 SANY SY285H excavators, 26 dump trucks, 2 motor graders, 3 tandem rollers, and 3water tank trucks. This optimization ensures cost-efficiency, proper equipment allocation.
VALUE ENGINEERING IN CONSTRUCTION OF THE PUBLIC LECTURE BUILDING AND LABORATORY FACULTY OF SOCIAL AND POLITICAL SCIENCES PHASE 2 UPN VETERAN EAST JAVA Yasinta Nuril Al Mas; Suhariyanto Suhariyanto; Fauzi Akbar Rahmawan
Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK) Vol. 7 No. 2 (2026): JUNI 2026
Publisher : Jurusan Teknik Sipil Politeknik Negeri Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33795/jos-mrk.v7i2.9501

Abstract

The construction project of the Public Lecture Building and Laboratory for the Faculty of Social and Political Sciences Phase 2 at UPN “Veteran” East Java aims to support educational and research activities. To improve cost efficiency without compromising the building’s function and quality, the Value Engineering (VE) method was applied. This method is used to evaluate the main functions of a project and to find more economical and efficient alternatives in design, materials, or construction methods. The research was conducted through five VE stages: information, function analysis, idea generation, evaluation, and recommendation. The analysis focused on elements with the highest cost contribution, specifically structural beam work and slab work. The Velue Engineering results showed that the structural beam work could be replaced with a more efficient alternative. For example, Alternative 1 uses bamboo scaffolding with a diameter of 8–10 cm and a length of 4 m, and beam formwork made of 12 mm plywood. This alternative could save up to IDR 116,148,590.99 from the initial project budget. For slab work, the alternative includes using bamboo scaffolding with the same specifications and 12 mm plywood formwork. These alternatives were applied without reducing the building’s quality or function. The implementation of VE has proven effective in supporting decision-making in construction projects, especially for building higher education facilities that require efficiency and sustainability.