cover
Contact Name
Asri Nurdiana
Contact Email
asri@live.undip.ac.id
Phone
+6281802444085
Journal Mail Official
pilars@live.undip.ac.id
Editorial Address
Departemen Sipil dan Perencanaan, Sekolah Vokasi, Universitas Diponegoro Jl. Gubernur Mochtar, Tembalang, Kecamatan Tembalang, Kota Semarang, Jawa Tengah 50275
Location
Kota semarang,
Jawa tengah
INDONESIA
Jurnal Sipil dan Arsitektur
Published by Universitas Diponegoro
ISSN : -     EISSN : 29885973     DOI : https://doi.org/10.14710/pilars
Core Subject : Engineering,
Jurnal Sipil dan Arsitektur or Civil and Architectural Journal (e-ISSN 2988-5973) is an open access journal (e-journal) focused on scientific work in the field of Civil Engineering and Applied Architecture which can be the product of research, design, literature review, or case study.
Articles 12 Documents
Pemanfaatan Limbah Serbuk Kayu dan Fly-Ash Sebagai Bahan Tambah Pembuatan Genteng Beton Eco-Friendly Ahcmad Faruk Faqrudin; Syaiful Kharis Setiawan; Riza Susanti; Puji Widodo
Jurnal Sipil dan Arsitektur Vol 1, No 1 (2023): Juni
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.1.1.2023.33-42

Abstract

Some roofs in Indonesia still use concrete tiles because they are expensive and heavy. Indonesia is also the country that produces the most wood and coal in the world, this will cause sawdust and fly ash waste. Therefore, research was carried out aimed at using sawdust and fly-ash waste as mixed materials and trying to make lighter concrete roof tiles. So that in its use it can lighten roof construction and also utilize waste so that concrete roof tiles become more economical but have quality that meets SNI. The method used is an experimental method, with a cement and sand mixture composition of 1: 3 and using 4 variations of test objects, namely for sawdust variation A, 0%; B, 25%; C, 0%; D, 25% of the sand weight while for fly ash variation A, 0%; B, 0%; C, 25%; D, 25% of cement weight. This test includes appearance properties, size, flatness, bending load, water absorption and seepage. The average bending load results in variations A = 170,632 kg, B = 168,933 kg, C = 195,446 kg, D = 179,812 kg. For the average water absorption test results for variations A = 9.44%, B = 10.07%, C = 6.12%, D = 8.13%. The use of sawdust can reduce flexural strength and increase water absorption and the addition of fly ash will increase flexural strength and reduce water absorption compared to normal concrete roof tiles. Therefore, it can be concluded that concrete roof tiles with the addition of sawdust and fly ash are better, economical and lighter than concrete roof tiles without added materials and still meet SNI.
Perencanaan Ulang Struktur Portal Utama Gedung PT. Ferron Par Pharmaceuticals Cikarang Integrasi BIM (Building Information Modelling) Nabila Alsa Fernanda; Rendi Dwi Pratama; Asri Nurdiana; Bambang Setiabudi
Jurnal Sipil dan Arsitektur Vol 1, No 2 (2023): September
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.1.2.2023.55-72

Abstract

In development construction projects, the digitalization of excellent and mature construction planning is needed to obtain efficient and effective construction results and through the implementation of BIM integrated Structural Planning and Analysis(Building Information Modelling) expected in building planning PT. Ferron Pharmaceuticals Cikarang can minimize the occurrence of errors. The purpose of this final project is to re-design the building of PT. Ferron Pharmaceuticals Cikarang by integrating conventional planning methods into a based planning method BIM (Building Information Modelling) for efficiency structure and project visualitation on the project. The process used is quantitative descriptive by conducting a literature study to understand the basics of planning a high-rise building structure, then proceeding with integration based on SAP2000. The result of this paper is an earthquake-resistant structural design with the Sway Frame with modelling 3D that can be applied to tall buildings with high levels of security, reliability and earthquake resistance. The Finding of this re-design is the high efficiency of this structure in reducing earthquake resistance and can be used as a reference for planning earthquake resisitant buildings in the future.

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