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Asri Nurdiana
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asri@live.undip.ac.id
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+6281802444085
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pilars@live.undip.ac.id
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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 54 Documents
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Penerapan Arsitektur Tropis pada Redesain Gedung Fakultas Ilmu-Ilmu Kesehatan Universitas Jenderal Soedirman dengan Pendekatan Desain Universal Sebagai Optimalisasi Bangunan Ramah Difabel Dhila Putri Leksono; Mohammad Sahid Indraswara
Jurnal Sipil dan Arsitektur Vol 3, No 1 (2025): Maret
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.3.1.2025.55-66

Abstract

The application of tropical architecture to buildings in Indonesia is very important to adapt to the local context and provide comfort for users, including the disabled. This research is available at the Dean Building of the Faculty of Health Sciences, Jenderal Soedirman University regarding the application of tropical architecture and accessibility for the disabled, in accordance with the design concept and Regulation of the Ministry of PUPR No. 14 of 2017. The method used is quantitative descriptive with literature study. The results of the analysis show that several parameters of tropical architecture have not been applied, and accessibility and facilities are not fully up to standard. In conclusion, the application of tropical architecture and disability-friendly design is still not optimal, so design recommendations are needed to improve comfort and equality for all users.
Analisis Pengaruh Limbah Keramik Sebagai Substitusi Semen Terhadap Inovasi Dinding Partisi Kalsiboard Ivander Satria Sapulette; Adventus Adventus; H Hartono; Shifa Fauziyah
Jurnal Sipil dan Arsitektur Vol 2, No 4 (2024): Desember
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.2.4.2024.57-62

Abstract

The number of infrastructure developments in Indonesia that continues to increase has both positive and negative impacts. One of the negative impacts that arise is the production of construction waste. Along with the increasing number of construction projects, it will also affect the increase in the amount of construction waste produced. Based on data, around 100 million tons of ceramics are produced annually worldwide, and approximately 15% to 30% becomes unused waste. Based on this, the use of ceramic waste as a substitute for making partition walls can be used as a solution to reduce waste in Indonesia. This study aims to determine the effect of using ceramic waste on the partition characteristics produced through dencity, bending strength, and water absorption tests. The research process was carried out using experimental methods in the laboratory with several percentage variations and substitution of ceramic waste against partition walls. This test is done by comparing several partitions on the market (gypsum, kalsiboard, and GRC). Through the test results, it is hoped that this partition board innovation can provide solutions and existing partition problems so that it can reduce problems with construction waste.
Evaluasi Fasilitas dan Aksesibilitas pada Gedung Kantor BPJS kesehatan Sleman Adena Putri Br Surbakti
Jurnal Sipil dan Arsitektur Vol 2, No 4 (2024): Desember
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.2.4.2024.9-15

Abstract

User diversity in a public building brings up the diversity of user needs. In providing user needs, universal design is the correct answer. However, the importance of universal design’s application to create an environment without physical boundaries, age, or gender has not yet been widely realized. Therefore, the need for activities in a building is often not fulfilled, especially for people with disabilities. This also occurs in most office buildings in Indonesia, where the facilities and accessibility provided by offices do not yet meet universal design standards. Facilities and accessibility are among the things that should be considered to ensure that activities carried out within buildings are not hindered. This research aims to evaluate the facilities and accessibility in the BPJS Health Office building in the Sleman branch to determine its compliance with universal design standards.The method applied in this research is a quantitative descriptive approach and evaluative analysis. The data analyzed consists of site data and building data related to the design object in the form of Detailed Engineering Design (DED) drawings. The results of this research indicate that several facilities are already available in the BPJS Sleman Office building, including doors, corridors, ramps, stairs, toilets, and parking areas. However, the facilities and accessibility in the building are not fully compliant with the standards outlined in Ministerial Regulation PUPR No. 14 of 2017 concerning Building Accessibility Requirements. Therefore, recommendations are needed regarding adjustments to the facility and accessibility needs in the BPJS Sleman Office building based on the standards outlined in Ministerial Regulation PUPR No. 14 of 2017.
Pemanfaatan Limbah Plastik dan Kaca Sebagai Subtitusi dalam Pembuatan Roster Naufal Azhary Handoko; Ghanny Wijaya Kusuma; Hartono Hartono; Riza Susanti
Jurnal Sipil dan Arsitektur Vol 3, No 1 (2025): Maret
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.3.1.2025.32-43

Abstract

Ventilation block is generally made from concrete, namely using cement, sand and water. However, along with the rampant development in Indonesia, cement and sand production has increased, which has had an impact on the environment, namely the level of soil fertility which is increasingly decreasing due to mining and the production of carbon dioxide is increasing. This encourages innovation that can reduce environmental impacts. For this reason, research was carried out on the use of plastic and glass waste as substitute materials for cement and sand in making ventilation blocks. This research aims to determine the value of compressive strength, water absorption capacity, physical or visual results, and cost analysis, as well as obtaining the most optimal variations. The method in this research is experimental, namely by making ventilation block test objects with variations R1 (25%:75%:0%:0%),  R2  (15%:70%:10%:5%),  R3  (20%:65%:5%:10%), R4 (10%:75%:15%:0%), and R5 (25%:60%:0%:15%). The optimum variation results are in the R2 variation with a compressive strength value of 1.8 MPa, water absorption capacity of 3.48%, physical requirements, and a cost of IDR 5.127. Apart from that, variations in R2 can reduce the use of cement by 12.3% and sand by 1.7%. From the test results, the use of plastic and glass waste as a substitute material in making ventilation block can be used because it meets the requirements of SNI 03-0349-1989 or is better than rosters in general and is more environmentally friendly.
Pemanfaatan Limbah Abu Sekam dan Bonggol Jagung Sebagai Bahan Tambah dalam Proses Pembuatan Genteng Beton Yusnika Devi Hartaji; Ahmad Rayhan; Riza Susanti; Hartono Hartono
Jurnal Sipil dan Arsitektur Vol 3, No 1 (2025): Maret
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.3.1.2025.1-11

Abstract

Concrete tile has brittle properties, so it is less able to withstand loads because it has low bending strength. In addition, concrete tiles also often experience leaks caused by cracks. Therefore, innovation is needed to overcome these weaknesses. This study used materials from waste husk ash and corn weevil ash as a mixture composition. Husk ash is possible because it contains much silica, which, when combined with cement, can increase the bending strength of concrete tiles. Another material that can be used is corn weevil ash because it contains plastic properties that can fill the pores to reduce the potential for concrete tile leakage. This study used an experimental research method with a ratio of cement and sand composition of 1: 3. Substitution percentage for husk ash and corn weevil ash variation A (0% : 0%); B (7.5%: 7.5%); C (10%: 5%); D (12.5%: 2.5%). Tests were conducted based on SNI 0096-2007 for visible properties, size, flatness, flexural strength, water absorption (porosity), and water seepage (impermeability). The test results show that theoptimum concrete tile was obtained in variation C with an increase in bending strength of 24.94%, 1869.06 N, and an average water absorption of 7.91%. The production cost of concrete tiles with additional husk ash and corn weevil ash amounted to Rp 3128.82, down 0.041% due to added materials that can reduce the use of cement and sand so that production costs decrease. Based on the test results, adding husk ash and corn weevil ash gives concrete tiles higher flexural strength, more leak resistance, and more economic.
Perencanaan Ulang Jembatan Kalibanger Integrasi BIM 4D Syifa Pradita; Bambang Setiabudi; Asri Nurdiana
Jurnal Sipil dan Arsitektur Vol 2, No 4 (2024): Desember
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.2.4.2024.16-25

Abstract

Technological developments in the construction world are also growing along with technology development. The application of BIM (Building Information Modeling) is one of the technological developments that can simplify the construction process, optimize time and human resources, and collaboration between stakeholders. Kalibanger Bridge is one of the bridges that crosses the Kalibanger River, connecting Semarang City and Demak Regency. The Kalibanger Bridge Replacement Project has been carried out from September 2022 to October 2023. Based on BIM, the re-planning of Kalibanger Bridge, Semarang City, was done by re-planning, modeling, and project scheduling. The methods presented are data collection, data analysis and structural analysis, 3D modeling using Tekla Structures, preparation of RAB, and scheduling. The re-planning of Kalibanger Bridge with BIM integration is expected to increase the ease and accuracy of the quantity take-off process and facilitate the scheduling process.
Perencanaan Ulang Overpass Cabe Raya, Ciputat, Tangerang Selatan Berbasis BIM Galang Huda Nugraha; Onyvia Whika Elfrida; Asri Nurdiana; Riza Susanti
Jurnal Sipil dan Arsitektur Vol 3, No 1 (2025): Maret
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.3.1.2025.67-76

Abstract

BIM (Building Information Modeling) includes various important information in design. Modeling with BIM technology used in infrastructure planning is a form of technological development that presents digital physical and functional planning objects. The Cabe Raya overpass was built with the aim of reducing the congestion that occurs on the Pondok Cabe Raya road, South Tangerang. This planning aims to re-plan the construction of the Cabe Raya overpass based on BIM by modeling 4D using the Tekla Structures application. This re-planning will carry out analysis of data obtained from the project site review. The loading method refers to the Bridge and Highway Loading Standards (SNI 1725 2016). This planning goes through the main stages, namely, analysis of loading data then planning manual structural calculations, planning the cost budget design using Ms. Projects. It is planned that from the results of the preparation of the budget plan that will be needed is Rp. 8,930,872,000.00 and is planned to be completed in approximately 8 months.
Analisis Kualitas Genteng Beton Eco-Friendly dengan Cocofiber dan Cangkang Telur Ayam Sebagai Substitusi Pasir dan Semen Ayu Rindiani; Restu Pradipta Eskananda; Hartono Hartono; Riza Susanti
Jurnal Sipil dan Arsitektur Vol 3, No 1 (2025): Maret
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.3.1.2025.12-23

Abstract

One of the building construction materials needed is concrete tile for the roof of the building. However, concrete tiles have disadvantages, namely a higher price and heavyweight compared to other types of tiles. Therefore, innovations are needed to overcome these problems. This research utilizes coconut coir fiber waste with the same content as sand, which contains 30% silica fiber and is pozzolanic. Then, eggshell waste will be used as a substitute for cement because it contains the same compounds as cement, namely magnesium, iron, and calcium carbonate. The variations in the composition of coconut fibers and eggshells in the manufacture of concrete roof tiles as a partial substitute for the use of sand and cement are GA (0%: 0%), GB (34%: 6%), GC (40%: 6%), GD (32%: 8%), and GE (38%: 8%). In this study, the flexural strength test, water absorption test, water seepage resistance, as well as analyzing the weight and cost of concrete roof tiles were tested. The results of the most optimum concrete tile test are in the GD sample variation: a flexural load value of 1858.2 N, a porosity value of 8.53%, and a seepage test with no water droplets. Then, for the weight analysis of the GD variation, the concrete tile weighs 4.39 kg, and the production cost is IDR 3,017.00. The price differs from conventional roof tiles, Rp 611.00 or 16.84%. The test results show that it fulfilled SNI 0096: 2007.
Pengaruh Penambahan Abu Sekam Terhadap Kuat Tekan, Daya Serap Air, dan Kinerja Termal pada Bata Beton Muhammad Akmal Rusmawan; Shifa Fauziyah; Hartono Hartono
Jurnal Sipil dan Arsitektur Vol 2, No 4 (2024): Desember
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.2.4.2024.26-33

Abstract

Bricks are widely used in construction due to their affordability and ease of production, but traditional bricks pose environmental challenges. This study explores improving brick quality by adding rice husk ash (RHA). Two types of bricks, solid and perforated (37 x 15 x 9 cm, with 4 x 7 cm perforations), were tested with RHA additions of 0%, 5%, 10%, 15%, and 20%. Tests included water absorption, compressive strength, and thermal conductivity at 21 days. The results showed that adding up to 10% of RHA significantly improved compressive strength and water absorption. The 10% variation gave the best compressive strength: 4.74 MPa for solid bricks and 4.56 MPa for perforated bricks. However, adding more than 10% reduced strength. The 5% RHA variation had the lowest water absorption, 1.95% for solid bricks and 1.93% for perforated, making it ideal for applications requiring water resistance. Bricks with 20% RHA demonstrated the best thermal performance, reducing temperature rise by 8.23°C in solid bricks and 8.00°C in perforated bricks. The 20% variation also lowered production costs, making it the most economical option. In conclusion, RHA is an effective additive for improving brick quality, with 10% RHA being optimal for strength and water resistance and 20% RHA for thermal performance and cost efficiency.
Studi Eksperimen Penambahan Limbah Kaca Bening (Float Glass) dan Cangkang Kerang Hijau (Perna viridis) pada Efektivitas Cat Waterproofing Nais Sofina Zulfa; Luthfiah Ajeng Herdiartanti; Riza Susanti; Hartono Hartono
Jurnal Sipil dan Arsitektur Vol 3, No 1 (2025): Maret
Publisher : Universitas Diponegoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/pilars.3.1.2025.24-31

Abstract

Walls are important elements in a building that function as a divider between rooms and as a protector from external factors. Common damage to walls is caused by water or damp conditions. Water that seeps into the wall can cause damage, reduce quality and durability. The use of waterproofing paint is a solution to overcome this problem. Waterproofing paint has been widely developed with various innovations. With the addition of additives to the paint, waterproofing can be increased. Therefore, paint additives are needed in the form of glass powder to keep the wall surface from being damp and green mussel shell powder which contains calcium carbonate (CaCO3). The purpose of this study was to determine the water resistance of paint added with clear glass powder with percentage variations of 10%, 15% and 20% and green mussel shell powder with a substitution of 5%, 7,5% and 10% with each test object 1 liter of paint. Based on the results of the water seepage test, it has not met SNI requirements. However, the water absorption, specific gravity, spreadability and drying time tests have met SNI requirements. Adhesion testing for all paint variations has met ASTM D3359 requirements.

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