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Asri Nurdiana
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Departemen Sipil dan Perencanaan, Sekolah Vokasi, Universitas Diponegoro Jl. Gubernur Mochtar, Tembalang, Kecamatan Tembalang, Kota Semarang, Jawa Tengah 50275
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INDONESIA
Jurnal Sipil dan Arsitektur
Published by Universitas Diponegoro
ISSN : -     EISSN : 29885973     DOI : https://doi.org/10.14710/pilars
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture 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.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 12 Documents
 1   2 
Inovasi Pembuatan Plafon Ramah Lingkungan dengan Substitusi Serat Daun Nanas dan Serbuk Daun Tembakau Olivia Desriyatna Az-zahra; Laras Rafita Siwi; Hartono H; Riza Susanti
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.1.2.2023.1-6

Abstract

Ceiling with a mixture of pineapple leaf fibers and tobacco powder as a substitute for gypsum flour is a new innovation that has physical and mechanical properties of ceilings that are better than conventional ceilings. The materials used in making this ceiling are gypsum flour, pineapple leaf fiber, tobacco leaf powder, epoxy resin, and distilled water. The types of tests carried out on this gypsum ceiling are flexural strength tests, density tests, thickness swelling tests, and water absorption tests. To compare between conventional ceilings and ceilings with added materials such as pineapple leaf fiber and tobacco leaf powder. The test was carried out after the gypsum ceiling reached the age of 7 days which was placed at room temperature. The flexural strength test was carried out with 5 specimens, while the thickness swelling test and water absorption test were carried out with 2 specimens. In the manufacture of this test object, there are as many as 3 variations, where variation A is a conventional ceiling which means 0% mixture. Then variation B with a mixture of 2% for pineapple leaf fiber and 1% for shot leaf powder. Furthermore, the last variation is variation C with a mixture of 5% pineapple leaf fiber and 1% tobacco leaf powder. The result of the test is that the optimal test object is produced with characteristics according to SNI 01-4449-2006, namely in variation B where variation B has a flexural strength value of 71.66% better than conventional ceilings, 0.79% better in density testing compared to conventional ceilings, and 4.7% better than the water absorption value of conventional ceilings.
Evaluasi Jalur Evakuasi Bencana Kebakaran pada Vihara Prajna Chan Muniifah Zahraani Setio Setoto; Previari Umi Pramesti
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.1.1.2023.43-57

Abstract

Vihara is a public building that is used to serve the needs of the general public as a meeting building for worship. Worship buildings must have comfort and security in every situation that can protect the facilities and visitors inside, including in the case of fire disaster rescue. At the Prajna Chan Temple, the fire disaster evacuation routes are still not fully met. Therefore, it is necessary to carry out an evaluation to determine the effectiveness of its use in accordance with the requirements of Minister of Public Works Regulation no. 26 of 2008, SNI 03-1735-2000, SNI 03-1746-2000, and SNI 03-6574-2001. The aim of this research is to determine the suitability of the conditions for the effectiveness of fire disaster evacuation routes in accordance with applicable standards and regulations and to become a more optimal design solution option for the monastery circulation area during the fire disaster evacuation process. The quantitative descriptive method is used as a research method where this method is carried out in several stages, such as through analysis of each component part based on existing standards and regulations. Quantitative data was obtained through the process of literature study, understanding working drawings, and observing data collection at the location. In general, the research results show that the feasibility level for fire disaster evacuation at Prajna Chan Temple only obtained 32% of the 88 requirements. The fulfillment of evacuation routes needs to be reviewed to optimize comfort, safety and smoothness of the evacuation process as a mitigation effort at the Prajna Chan Temple when a fire occurs.
Pemanfaatan Limbah Tulang Sapi dan Kaca Sebagai Substitusi Parsial Semen terhadap Bata Beton Pejal Hardinant Akesi Suratman; Hardika Putro Wijaksono; Hartono H; Shifa Fauziyah
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.1.2.2023.46-54

Abstract

Cement is a non-renewable natural resource, this natural resource will run out over time. In this research, waste cow bone and glass were used as a partial substitute for cement for solid concrete bricks. This study used a quantitative method in the form of an experimental method referring to the General Requirements for Building Materials in Indonesia (PUBI – 1982) and the Indonesian National Standard (SNI) 03-0349-1989, with a total of 24 test objects measuring 15 x 15 x 15 cm consisting of 4 variations of composition which were tested at the age of 7 days. The content of calcium oxide (CaO) in beef bones and silica (SiO2) contained in glass can be used to increase the hardening of concrete. Based on the test results, it was found that a mixture of solid concrete bricks with 4.5% beef bone powder and 3% glass powder (BSK I), produced an optimum average compressive strength of 290.56 Kg/cm² with a water absorption value of 2.445%, declared to be entering quality I solid concrete brick. This proves that the innovation of solid concrete bricks with the addition of bovine bone and glass waste can be stated to be better than conventional solid concrete bricks, resulting in solid concrete bricks that have high compressive strength, economical price and are environmentally friendly.Keywords : solid concrete brick, glass waste, cow bone waste
Inovasi Pemanfaatan Serat Polypropylene dan Limbah Abu Cangkang Sawit sebagai Bahan Subtitusi Beton Rizal Andika Saputra; Luthfi Helmi Pratama; Puji Widodo; Riza Susanti
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.1.2.2023.7-15

Abstract

The existence of infrastructure development has increased rapidly in encouraging global competitiveness, including infrastructure development in Indonesia. In infrastructure development, there are many aspects that must be considered. The planning stage is the most important stage in infrastructure development, because it will determine the quality of the building to be produced. Therefore, infrastructure development in Indonesia must use good construction material design to improve the quality of buildings and minimize the impact of damage to buildings. One of the alternative efforts made is to improve the quality of building quality by utilizing materials that can reduce expensive development costs and are more environmentally friendly. The use of palm kernel shell ash and polypropylene fiber  waste can be an alternative solution to this problem.  The research method carried out is quantitative experimental conducted in the laboratory with variations in test objects in the form of (0% ACS; 0% PP); (6 % ACS;0% PP); (0 % ACS;6% PP); (3% ACS;3% PP) tested for compressive strength and flexural strength at 28 days concrete life. Palm kernel shell ash waste was chosen as an added material for concrete mixture because it has the same properties as cement, namely silica (SiO4), while polypropylene fiber  was chosen because it can function as  a filler that binds hollow concrete. From the research that has been done, several variations of test objects that have been made have been made then have gone through a testing process and compared to normal concrete K-300, modified  concrete (3% ACS; 3% PP) is concrete with optimum variations that are more efficient and have high quality in compressive and flexural strength test results, which are 31,174  MPa and 30 MPa from normal concrete quality results.
Inovasi Fiber Optik untuk Pembuatan Dinding Beton Transparan Tubagus Fachrizal; Puji Widodo; Bambang Setiabudi
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.1.1.2023.1-7

Abstract

Research in the site of construction is currently focused on utilization of unique, innovative, and cost-effective construction materials for long-term purposes, particulary in the context of green buildings. One material that has gained attention is tralucent concrete or light-transmitting concrete, which employs nano-optic concepts and fiber optic to transmit external light through its internal spaces. This study present a comprehensive review of previous research on light-transmitting concrete, specifically examining its applications, optimalization fiber ratios, and arrangement. Furthermore, the investigation delves into the propertiesencompassing liht transmission, mechanical strength, and energy efficiency of transparent concrete. To maximize light transmission, various proportion of fiber optic, count 3%, 4%, and 5% were incorporated into the concrete mixture. As aresult, this study aims to identify differet types of transparent materials, elucidate their properties and offer pratical illustration and application to addres these research gaps. Indeed, this research contributes to advancement of innovative construction materials, which have potential to enhance energy efficiency .
Pemanfaatan Limbah Onggok Aren dan Ampas Tebu sebagai Inovasi Batako Ramah Lingkungan Aisyah Rindi Antika; Hilda Ari Ashara; Bambang Setiabudi; Hartono H
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.1.2.2023.16-22

Abstract

Brick is a wall building material that is currently widely chosen because it is considered more efficient in terms of installation. This research utilizes solid waste in the form of sugar palm husks and sugar cane bagasse as an environmentally friendly brick innovation. The method used in this research is the experimental method. The parameters to be achieved in this research are the compressive strength and water absorption values regulated in SNI 03-0349-1989. The percentage of bagasse ash that will be added is 0%, 2.5%, 5%, 7.5% and 10% of the weight of cement and palm sugar palm fruit is 1% of the weight of sand using FAS (Cement Water Factor) of 0.35 . The average compressive strength and water absorption values produced were 10.52 Mpa and 5.4%, 15.76 Mpa and 4.9%, 17.62 Mpa and 4.6%, 23.65 Mpa and 4.5 %, and 5.14 Mpa and 7.9%. The use of these two materials can increase the compressive strength of bricks optimally at a percentage of bagasse ash of 7.5% and palm sugar palm 1%. This innovation can reduce waste and become a brick business opportunity for local communities at lower costs.
Re-Design Struktur Gedung Head Office Awann Group Berdasarkan Integrasi BIM Autodesk melalui Revit, Naviswork, dan SAP2000 Adam Rizky Christiandava; Adelia Azzahra; Asri Nurdiana; Bambang Setiabudi
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.1.1.2023.16-32

Abstract

Building Information Modeling (BIM), implementation is an innovative advancement in the construction industry. Generally, developing a construction project requires several phases in which information is created manually using a lot of software. Unfortunately, the steps that must be completed in conventional software for project management are inefficient and susceptible to misinterpretation, which frequently causes issues. Therefore, this study focuses on re-planning the Awann Group Semarang Head Office Building using BIM integration based on Autodesk Revit, Naviswork, and SAP 2000 planning software. Re-planning is conducted under SNI 2847-2019 for structural concrete planning requirements, SNI 1727-2020 for minimum load review, and SNI 1726-2019 for structural earthquake resistance standards. This plan produces structural analysis for calculating the feasibility of a building structure, 3D designs from Revit software that can generate 2D designs for Detail Engineering Designs, and work volumes for RAB calculations. Then, for scheduling, Revit will be integrated with Naviswork, which can display scheduling with 3D visualization. The re-planning of the Head office of the Awan Group Semarang resulted in a budget plan of Rp. 4,661,246,792.98 was calculated using the automatic Quantity Take Off from Autodesk Revit and scheduling planning using Microsoft Project and Autodesk Naviswork for ten months of work.
Penerapan Software SAP2000 pada Re-Design Struktur Gedung Terpadu Psikologi Olahraga Universitas Negeri Surabaya Fajar Muhamad Nabil; Muhammad Ramadhan Tegar Bagaskoro; 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.1.2.2023.23-35

Abstract

Building structure planning has an important role for further consideration before the implementation of construction in the field to anticipate construction failure, so it requires knowledge based on applicable rules and strengthened with software to support construction success. The structural planning research on the re-design of the UNESA Sports Psychology Integrated Building project using SAP2000, aims to provide knowledge in applying the concept of building structure design and has an output in the form of structural dimensions and reinforcement in accordance with the rules of PPIUG 1983, SNI 1726-2019, SNI 1727-2020, SNI 2847-2019, and RSA Ciptakarya. The method used is planning the dimensions of the upper structure, analyzing the working load, analyzing the structure using SAP2000, and planning the lower structure with a strong bearing capacity to accept the vertical load of the structure from the SAP2000 analysis results. Based on the final results obtained for the floor slab has two types S1 (12 cm thick, Ø10- 150), S2 (10 cm thick, Ø10-150), Tiebeam and beams with types TB1 (40/75 cm 6D22), B1 (50/70 cm 13D22), B1a (50/70 cm 11D22), B2 (40/60 cm 9D19), B3 (30/50 cm 9D19), B4 (30/40 cm 8D19), Columns of type K1 (80/80 cm 22D22), K1a (80/80 cm 24D22), K1b (80/80 cm 20D22), K1c (80/80 cm 18D22), K2 (70/70 cm 18D22), K3 (68/68 cm 16D22), K4 (60/60 cm 16D19), KL (43/43 cm 10D19), and foundations with a spoonpile diameter of 60 cm number 4 with pilecap dimensions (350/350 cm D16-150).
Pemanfaatan Sampah Plastik Pet dan Kertas Sebagai Substitusi Agregat pada Beton Ringan pada Kolom Praktis Bangunan Muhammad Bima Vladimir; Sahrah Umara Dewi; 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.1.1.2023.8-15

Abstract

Almost all building construction projects use concrete as the material. The dead load of a construction building is affected by the specific gravity of the concrete. Lightweight concrete has a unit weight below 1900 kg/m3 (SNI 03-2847-2002). Lightweight concrete uses lightweight aggregate as a constituent, so PET plastic and paper can be used as aggregate substitutes. PET plastic has the characteristics of being durable, strong, light, thick, and with good abrasion resistance, which has a positive effect on the compressive strength test. The paper contains hydrogen, which can bind to OH molecules resulting in a stiff, stable, and strong bond. When the water evaporates, small voids filled with air will form, causing the concrete to become lighter. Based on this, an innovation emerged: the manufacture of lightweight concrete that utilizes PET and paper plastic waste. The study aimed to utilize PET and paper plastic waste as an aggregate substitute for lightweight concrete in practical building columns. This study will use experimental methods with variations in paper waste of 0% and 4% and variations in PET plastic waste of 0% and 0.2%. Cylindrical specimens measuring 15 cm x 30 cm were tested for compressive strength at seven days and 28 days of concrete and absorption at 28 days of concrete. The results of this study are that PET and paper plastic waste can be used as an aggregate substitute for lightweight concrete for practical columns and can achieve concrete compressive strength exceeding the K-125 plan by using SNI 7394:2008 as a reference for Job Mix Design.
Penggunaan Serat Pandan Duri (Pandanus tectorius) Sebagai Pengganti Fiber Glass pada List Profil Gypsum Assyifa Rahmadanisa; Puji Dewi Lestari; Shifa Fauziyah; H Hartono
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.1.2.2023.36-45

Abstract

The gypsum profile list is a material made from gypsum flour which in its manufacture uses fiberglass as reinforcement to strengthen the gypsum profile list. Currently, natural fibers are being developed so that they can be alternative materials to replace fiberglass or synthetic fibers which are difficult to decompose. One of the natural fibers is pandan leaf fiber which is included in the Pandanaceae family such as pandanus thorns. Thorn pandanus are known to have long, strong, and flexible leaves. The purpose of this study was to determine whether thorn pandanus fiber with certain variations can be used as a substitute for fiberglass in the manufacture of gypsum profile lists. In addition to knowing the composition of the mixture between thorn pandanus fiber and gypsum flour in order to obtain the optimum composition. This research refers to SNI 01-4449-2006 regarding fiberboard for testing density, thickness expansions, and flexural strength while testing water absorption using FAO standards. Based on the test results, it was found that the most optimum composition of the gypsum profile list mixture was found in sample B with 99% gypsum flour: 1% thorn pandanus fiber which had a density value of 0.805 g/cm3, a water absorption value of 27.87%, a thickness expansion of 1.92 %, and flexural strength 10410.7 kgf/cm2 due to the results of density, thickness expansion, and flexural strength complies with SNI 01-4449-2006 standards regarding fiberboard while the water absorption test complies with FAO standards.  Keywords: gypsum profile list, thorn pandanus fiber, gypsum flour

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