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Influence of High Temperatures on the Workability of Fresh Ready-Mixed Concrete Sampebulu, Victor
Journal of Engineering and Technological Sciences Vol 44, No 1 (2012)
Publisher : ITB Journal Publisher, LPPM ITB

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (611.217 KB) | DOI: 10.5614/itbj.eng.sci.2012.44.1.2

Abstract

Properties of fresh concrete made in tropical countries, which is mixed, transported (with agitation), placed and initially cured in places where the temperature ranges from about 20oC to 40oC and relative humidity above 60%, are not completely understood. Applicable requirements also differ from country to country and government agencies and private enterprises have their own specifications. Assuming such temperature and relative humidity conditions, the present study is an attempt at evaluating the properties of hot weather concrete in fresh state with using a method of ready–mixed concrete. The fresh concrete was mixed and agitated at varying concrete and ambient temperatures. Three groups of the component materials, each material having such temperature as to bring resulting temperature of the fresh concrete to about 20oC, 30oC, 35oC, were chosen. The temperature of cement was conditioned to about20o, 40oC and 60oC for each of groups respectively. The aggregate was made warm enough to simulate the condition of outdoor pile in ready-mixed concrete plant. The temperature of tap water was always 20oC as it was easily controlled and unlikely affected by outdoor temperature. With the fresh concrete prevented from evaporation, slump loss is caused solely by increased temperature of concrete. During agitation, the slump loss increases rapidly during the first 30 minutes but moderately during the remaining period. Concrete-placing temperature (upon arrival at the work site) could be estimated by a proposed formula derived from this study. Besides the freshly mixed concrete temperature, this formula also takes into consideration the ambient temperature, agitating time in transit and hydration heat. The achievement as described in this study may be useful to control concrete quality in terms of strength, shrinkage and other properties of concrete to be placed in hot-humid environment.
PENGARUH PENAMBAHAN ADMIXTURE TERHADAP KARAKTERISTIK SELF COMPACTING CONCRETE (SCC) Mariani, Mariani; Sampebulu, Victor; Ahmad, Abdul Gani
SMARTek Vol 7, No 3 (2009)
Publisher : SMARTek

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1281.688 KB)

Abstract

Penelitian ini adalah eksperimen laboratorium yang sifatnya pengenalan terhadap materi SCC.SCC atau Self Compacting Concrete adalah sebuah inovasi dalam teknologi konstruksi betondewasa ini yang menggunakan bahan tambah (admixture) untuk menghasilkan beton berkinerjatinggi. Pada penelitian ini ingin diketahui pengaruh penambahan admixture kimiaSuperplasticizer “Mighty 150 S” dan Retarder “Conplast Dessue Possolit” terhadap karakteristikSCC. Superplasticizer diberikan dalam 3 variasi kadar (1,5%, 2,0%, 2,5%) dengan mengurangikadar air campuran. Metode pengujian SCC dengan Slump-Cone Test pada kondisi segar dantes kuat tekan pada umur 3, 7, dan 28 hari. Hasil penelitian menunjukkan keadaan selfcompactibilitySCC tercapai pada semua kadar Superplasticizer yang diberikan. Tingkatkelecakan aliran (workabilitas) SCC meningkat sesuai penambahan kadar Superplasticizer, dansebaliknya, kekuatan tekan SCC menurun sesuai penambahan kadar Superplasticizer. Kondisioptimal SCC tercapai pada kadar 1,5% Superplasticizer
Development of the Structure and Construction of Seaweed Farmer's Residence in Bantaeng Regency Pratiwi Mushar; Victor Sampebulu'
EPI International Journal of Engineering Vol 1 No 1 (2018): Volume 1 Number 1, February 2018
Publisher : Center of Techonolgy (COT), Engineering Faculty, Hasanuddin University

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Abstract

Seaweed farmer is one of the biggest livelihoods of the society in Bantaeng Regency. The problems of seaweed farmer's residential in Bantaeng city (case study), as follows: First, the excessive utilization of the residence so that the hierarchy of the spatial is not clear. Second, utilizing the structure or construction of the residence as a place of goods storage and as a place for clothes drying that can affect the building structures security. Third, the addition of spatial on the residence without a good planning on the structure and construction of the residence. Fourth, the spatial function for seaweed processing activities built in residential areas and on the residence itself so that seaweed industry processing developed into dense, slum, without sanitation, and unfit for habitation. The purpose of the research is to analyze the structure and construction of seaweed farmer's residence reviewed from its spatial organization and function in Bantaeng Regency. The data are obtained by direct survey and field observation where the interview is conducted by using questionnaire. The society aspiration data were obtained by using Focus Group Discussion (FGD) approach. Techinal analysis is conducted by using qualitative descriptive. The result of the analysis show that: 1) The spatial in the growing and developing residence is influenced by some seaweed farmer's activity and that spatial development influences the structure and construction development of stilt house buildings that are structured or overlapping each other. The construction development is conducted independently by the owner of the residence without an appropriate or standard basic constructions. 2) The concept of the structure and development of farmer's residence maintains the construction system of Bugis-Makassar stilt house but with the procurement of spatial organization as needed by the seaweed farmer. Key words: seaweed farmers, seaweed farmers's recidence, structure and construction
Makna Ruang Pangrampak dalam Arsitektur Toraja Lexsi Yosua Masseleng; Muh. Mochsen Sir; Victor Sampebulu
Jurnal Penelitian Enjiniring Vol 23 No 1 (2019)
Publisher : Center of Techonolgy (COT), Fakultas Teknik, Universitas Hasanuddin

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1393.957 KB) | DOI: 10.25042/jpe.052019.02

Abstract

Pangrampak sebagai simbol berupa ruang tentu memiliki suatu makna dalam aristektur toraja. Makna merupakan alat untuk memahami dan mengartikan lambang atau simbol, dimana makna dapat terungkap secara verbal melalui bahasa dan non-verbal melalui benda atau tanda. Makna adalah salah satu unsur yang terdapat dalam Arsitektur Nusantara yang berisi pesan dari sebuah hasil karya arsitektur. Penelitian tentang makna dapat dipelajari berdasarkan dari pengalaman dan pemahaman seseorang tentang ruang dan tempat. Tujuan penelitian ini untuk memperoleh makna Pangrampak sebagai bagian dari Arsitektur Toraja melalui peran dan fungsinya dalam kehidupan keseharian, maupun dalam adat-istiadat Masyarakat Toraja. Penelitian ini menggunakan metode penelitian Kualitatif dengan pendekatan fenomenologi, dimulai dengan pengambilan data awal dilanjutkan dengan observasi lapangan serta konfirmasi data dengan kenyataan di lapangan, kemudian mereduksi data, menyajikan data, dan mengambil kesimpulan. Hasil penelitian menunjukkan Pangrampak memiliki dua makna. Makna Pangrampak dalam Keseharian (Informal) Pangrampak merupakan ruang komunal tempat interaksi sosial rumpun keluarga dengan masyarakat luas yang berfungsi sebagai tempat melaksanakan berbagai kegiatan pengembangan kehidupan masyarakat. Makna Pangrampak dalam adat-istiadat (Formal) yaitu merupakan ruang sakral yang menjadi tempat pelaksanaan berbagai prosesi dalam suatu ritual upacara adat.
Influence of High Temperatures on the Workability of Fresh Ready-Mixed Concrete Victor Sampebulu
Journal of Engineering and Technological Sciences Vol. 44 No. 1 (2012)
Publisher : Institute for Research and Community Services, Institut Teknologi Bandung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.5614/itbj.eng.sci.2012.44.1.2

Abstract

Properties of fresh concrete made in tropical countries, which is mixed, transported (with agitation), placed and initially cured in places where the temperature ranges from about 20oC to 40oC and relative humidity above 60%, are not completely understood. Applicable requirements also differ from country to country and government agencies and private enterprises have their own specifications. Assuming such temperature and relative humidity conditions, the present study is an attempt at evaluating the properties of hot weather concrete in fresh state with using a method of ready"“mixed concrete. The fresh concrete was mixed and agitated at varying concrete and ambient temperatures. Three groups of the component materials, each material having such temperature as to bring resulting temperature of the fresh concrete to about 20oC, 30oC, 35oC, were chosen. The temperature of cement was conditioned to about20o, 40oC and 60oC for each of groups respectively. The aggregate was made warm enough to simulate the condition of outdoor pile in ready-mixed concrete plant. The temperature of tap water was always 20oC as it was easily controlled and unlikely affected by outdoor temperature. With the fresh concrete prevented from evaporation, slump loss is caused solely by increased temperature of concrete. During agitation, the slump loss increases rapidly during the first 30 minutes but moderately during the remaining period. Concrete-placing temperature (upon arrival at the work site) could be estimated by a proposed formula derived from this study. Besides the freshly mixed concrete temperature, this formula also takes into consideration the ambient temperature, agitating time in transit and hydration heat. The achievement as described in this study may be useful to control concrete quality in terms of strength, shrinkage and other properties of concrete to be placed in hot-humid environment.
SUBTITUSI SAMPAH ORGANIK DAN TANAH MEDITERAN MENJADI SEMEN ALTERNATIF SELAIN SEMEN PORTLAND Muhammad Syarif; Victor Sampebulu; Muh. Wihardi Tjaronge; Nasruddin Junus
Jurnal Teknosains Vol 7, No 2 (2018): June
Publisher : Universitas Gadjah Mada

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22146/teknosains.33708

Abstract

The results of this study aims to save the environment, through the discovery of new alternative materials by recycling organic waste, household waste, coal waste (fly ash and bottom ash), and substitution of mediteran land and clay into organic cement that is alternative cement in addition portland cement. Test results of organic cement chemical compound using laboratory testing method refers to ASTM C-114 and SNI 15-2049-2004. An indication of resembling a portland cement chemical compound is CaO of 65.36%, SiO₂ 18.84%, AlOO₃ 6.33%, Fe₂O₃ 2.29%, SO₃ 3.64%, MgO 1.35%, C₃S 66 , 72%, C₂S 3.98%, C₃A 12.9%, and C4Af 6.97%. Test methods of physical properties include testing of baseline time and end time and normal consistency value to organic cement, this test refers to ASTM C 191-04 and C 191-08 and ASTM C 187-04. Fineness of organic cement grains that passed in the mesh 200 mesh as much as 56%, more subtle than portland cement is 52%. The solid weight of organic cement is 1200 kg/m3, lighter than portland cement which reaches 1250 kg/m3. The initial setting time for organic cement was 105 minutes, longer than portland cement at 90 minutes. For the organic cement final time at 225 minutes, it was above the end time of portland cement at 180 minutes.
Compression Strength Concrete with Pond Ash Lati Berau Tumingan Tumingan; Muhammad Wihardi Tjaronge; Victor Sampebulu; Rudy Djamaluddin
IPTEK Journal of Proceedings Series No 1 (2017): The 2nd International Conference on Civil Engineering Research (ICCER) 2016
Publisher : Institut Teknologi Sepuluh Nopember

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (3658.539 KB) | DOI: 10.12962/j23546026.y2017i1.2202

Abstract

Handling of coal burning waste of thermal power plant in Lati, Berau district, East Kalimantan province, which is recommended by the department of environmental impact management is to dispose the coal ash into pools flowed water so that coal ash did not fly and cause air pollution. As known that coal ash waste is included hazardous and toxic waste, therefore managing it carefully is a necessity. Sediment or heap of coal ash in the sedimentation pond that is flowing with water is called Pond Ash. This study is conducted by utilizing the pond ash as a replacement material in the concrete mix. The effect of the use of pond ash as partial replacement of sand, fine aggregate in the concrete mix, is studied using cylindrical specimen with a diameter of 100 mm and a height of 200 mm. Specimens were made by taking the ratio of the percentage of pond ash of 0%, 5%, 10%, 15% and 20% of the mixture of concrete with the constant water cement ratio 0.49 which is based on the results of normal concrete mix design. The compressive strength test of concrete was conducted at ages 1, 3, 7, 14, 28 and 90 days. The test results of compressive strength of concrete obtained showed an increase in compressive strength in accordance with the addition of pond ash in the mix. The adding of pond ash in the mix affected the increasing in the compressive strength of concrete, and the optimum strength is obtained in the ratio of 17% pond ash, which increased to 26.08 MPa from 25.05 MPa for concrete with and without pond ash mixes respectively, or increased by 4.12%. This increase is not significant and cannot be used as a reference, however, by the results of this study it can be concluded that the pond ash waste can be utilized for the manufacture of concrete as a partial replacement of sand.
Kesadaran Masyarakat Terhadap Pentingnya Keamanan Konstruksi Bangunan Rumah Tinggal Terhadap Bencana Badai Angin, Banjir dan Gempa Pratiwi Mushar; Victor Sampebulu; Nasruddin -; Hartawan -; Imriyanti -; Teguh Iswara S; Taufik Ishak; Dahniar -; Yusaumi Ramadhanti F.T
JURNAL TEPAT : Teknologi Terapan untuk Pengabdian Masyarakat Vol 4 No 2 (2021): Community Empowerment through Health Awareness in the New Normal
Publisher : Faculty of Engineering UNHAS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25042/jurnal_tepat.v4i2.209

Abstract

The Gowa Regency is an area with the rapid development of housing and settlements. Some of the causes are the availability of land that is still a lot, the less space to build in urban areas so that development leads to suburban areas. This provides opportunities for local communities to improve their economy, developers to get opportunities in their business and the government to realize low-cost housing programs. Residentials that are developed independently or held by developers require fast building completion without considering the feasibility of building construction against site conditions, and natural disasters (floods, winds and earthquakes). It is reported that buildings' safety and security cannot be separated from topography and soil conditions, hence the planning must be able to adjust geological and geographical conditions wisely and wisely. The purpose of the activity is socialization to assist the community in responding to the security conditions of houses that are built independently/buy with ready for habitation. Partners are residents of Balang Balang village. The method used is a discussion with the head of the local RT and an initial survey of the condition of the partner buildings is continued to the socialization stage. The output is the concept of the “Disaster Response Building” model as a driver of “Community Awareness regarding the Importance of Security for Residential Building Construction against Disasters. The benefit of the activity is the response of the community to the importance of the safety of residential construction.
Pemberdayaan Masyarakat dalam Perencanaan Pasar Tradisional Terapung di Desa Bulucindea, Kecamatan Bungoro, Kabupaten Pangkajene dan Kepulauan Imriyanti Imriyanti; Rahmi Amin Ishak; Triyatni Martosenjoyo; Syarif Beddu; M. Syavir Latif; Victor Sampebulu; Nasruddin Nasruddin; Hartawan Hartawan; Dahri Kuddu; Pratiwi Mushar
JURNAL TEPAT : Teknologi Terapan untuk Pengabdian Masyarakat Vol 3 No 1 (2020): Penguatan Masyarakat melalui Pemanfaatan Teknologi
Publisher : Faculty of Engineering UNHAS

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (288.668 KB) | DOI: 10.25042/jurnal_tepat.v3i1.73

Abstract

Bulucindea Village has the potential of mangrove forest tourism which is a coastal conservation area in Pangkajene and Kepulauan Regency (Pangkep). As part of the development of the area, three main zones were determined in the master plan, namely the zone of mangrove forests for environmental conservation, the zone of sea transportation facilities for docks, and the economic zone for traditional markets. Traditional market planning in Bulucindea Village is adapted to the physical condition of the location as a mangrove conservation area that must maintain environmental sustainability. To improve the regional economy, planning is also based on the needs of the local community. Thus the main problem of location is how to plan traditional market facilities in coastal areas that are adaptive to the environment and the economic needs of the community. Based on these considerations, community service activities are carried out, through empowerment and socialization to the community in the planning and design of traditional markets in the Bulucindea Village. The activity phase includes the analysis of problems through observing environmental conditions, and carrying out FGDs and socialization to obtain input from the community related to traditional market planning that suits community needs and the physical condition of the coastal environment of Bulucindea Village. From the community service activities, the planning concept that is considered appropriate for the coastal area of the Bulucindea Village is the concept of "Floating Traditional Market". The concept is expected to facilitate the economic activities of the community without damaging the natural habitat of the local environment, and with the community service activities it is expected that the community can take an active role in preserving the mangrove forests on the coast of the Bulucindea Village.
Efek Penambahan Admixture terhadap Kuat Tekan Beton SCC pada Umur 7 Hari Dengan Metode Wet Curing Nasruddin; Victor Sampebulu; Pratiwi Mushar
Jurnal Lingkungan Binaan Indonesia Vol. 9 No. 1 (2020): JLBI
Publisher : Ikatan Peneliti Lingkungan Binaan Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32315/jlbi.v9i1.94

Abstract

Penggunaan material beton sebagai bahan konstruksi bangunan semakin meningkat kebutuhannya. Hal ini menyebabkan perlunya inovasi dan teknologi dalam perkembangan bahan beton. Akibat semakin berkurang dan mahalnya tenaga kerja menyebabkan perlunya campuran beton yang dapat memadat sendiri sehingga tidak memerlukan tenaga kerja yang banyak untuk mengerjakannya dibarengi dengan kualitas beton yang tinggi. Pada tahun 1988, beton kinerja tinggi ditemukan dengan sebutan beton SCC (Self Compacting Concrete). Beton ini memanfaatkan pengaturan ukuran agregat, porsi agregat dan admixture superplastiziser untuk mendapatkan kekentalan khusus memungkinkan beton dapat mengalir sendiri tanpa bantuan alat pemadat. Jenis penelitian ini adalah eksperimental yang dilakukan di laboratorium. Tujuan penelitian adalah mendapatkan nilai kuat tekan beton SCC dengan bahan tambah superplastiziser yang diuji melalui destructive test dengan menggunakan Universal Testing Machine (UTM). Variabel penelitian: variasi umur 7 hari, metode perawatan. Hasil penelitian menunjukkan bahwa kuat tekan beton SCC didapatkan nilai lebih tinggi dari beton normal.