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INDONESIA
Jurnal Tekno Global
Published by Universitas Indo Global Mandiri
ISSN : 24776955     EISSN : 23386762     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Karya-karya ilmiah dalam jurnal Tekno Global yang pertama ini merupakan hasil dari tulisan dari Praktisi, Pakar dan dedikasi para Dosen Indo Global Mandiri yang senantiasa memiliki komitmen untuk mengembangkan Ilmu pengetahuan pada bidang Keteknikan baik dalam tataran praktis maupun teoritis sehingga dapat memberikan manfaat bagi masyarakat untuk meningkatkan kesejahteraan dan keamanan hidup. Meningkatan kualitas karya ilmiah dalam jurnal keteknikan merupakan suatu hal yang fundamental karena pembangunan adalah penopang berlangsungnya kehidupan sebuah negara. Jurnal Ilmiah Tekno Global diterbitkan 2 (dua) kali dalam 1 (satu) tahun pada bulan Juni dan Desember. Artikel yang diterbitkan bulan Juni diterima Dewan Redaksi paling lambat bulan Maret, dan yang diterbitkan bulan Desember diterima Dewan Redaksi paling lambat bulan September.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 6 Documents
 1 
Search results for , issue "Vol 9, No 2" : 6 Documents clear
Identifikasi Permasalahan Kios Kosong Pada Shopping Center Strata Title Di Kota Palembang (Studi Kasus : Palembang Trade Center – PTC) Raden Ahmad Nur Ali
Jurnal Tekno Global Vol 9, No 2
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36982/jtg.v9i2.1310

Abstract

Shopping center strata is a new model of property retail that has developed due to a bad investment climate, so that investors are more interested in short term investment and influence the shopping center model which develops into a strata title form. From Various Literatures of shopping centre is a form single property model. This is intended to facilitate management to manage freely according to existing theorie. The existing shopping centre model adopts a grid layout design pattern, because this pattern can result in small and large units. And applying a grid pattern to the layout creates a non-strategic position, so that visitors are rarely traversed and it affects the low occupancy rate of units or Empty Stall.  The Focus of this research is to find a correlation between the vacancies of stalls in the shopping center strata and the layout. PTC Mall is one of Shopping Centers in Palembang City, the choice PTC Mall Because its location which is close to dense settlements and faar from other shopping centers in Palembang City. So that it can answer my hypothesis about Occupancy rate in shopping center strata due to the position of a non strategic and strengthened by teh nature of strata ownership should not be applicable to shopping centers. After observations, it was found that the layout design, likes placement of the entrance, the placement of the escalator, the placement of the anchor tenants did not form, causing the spread of visitors and became empty stalls.  Keyword : layout, shopping center, occupancy rate, empty stall
Analisis Kebutuhan Tempat Pembuangan Sampah Dan Alat Pengangkut Sampah Di Kelurahan Kertapati Palembang Lega Reskita Lubis; Dimitri Yulianti
Jurnal Tekno Global Vol 9, No 2
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36982/jtg.v9i2.1298

Abstract

Garbage accumulation certainly has a negative impact on the surrounding environment so that an adequate waste management system is needed. Poor waste management will cause disease, flooding and reduce environmental beauty. In addition to polluting the environment, garbage can also pollute the soil if it is burned and make the soil unhealthy. The smoke from burning garbage will also cause respiratory problems for the surrounding community. Before transporting the waste to the Final Disposal Site (TPA), the garbage is first collected by means of collection, such as garbage carts that pick up trash from houses to Temporary Disposal Sites (TPS) . At this time, the need for TPS and waste transportation equipment in Kertapati Village, is still experiencing many problems. The small number of TPS makes people litter. Garbage that has been wrapped in plastic is thrown away along the median of the Kertapati Village Palembang road. The garbage that is in the median of the road will be taken by the Palembang City Sanitation Service officer using a dump truck to the final disposal site (TPA). Garbage collection is carried out twice, namely in the morning and evening. The accumulation of garbage occurs due to a lack of landfills and inadequate means of collecting garbage. The results show that the number of additional TPS needed in Kertapati Village Palembang in 2019 is 3 units with a projected waste generation of 36,246 m3 / day. In 2024, the demand for TPS in Kerapati Village will increase to 4 TPS units with a projected waste generation of 44.875 m3 / day. The waste collection tool needed in the Keratapati Village, in the planning is 3 units.  Keywords: Solid waste; Garbage Transport System
Penilaian Kondisi Jalan Menggunakan Metode International Roughness Index (IRI) Dan Surface Distress Index (SDI) Pada Ruas Jalan Akses Terminal Alang-Alang Lebar (Studi Kasus: Sp. Soekarno Hatta – Bts. Kota Palembang Km 13) Sartika Nisumanti; Dimas Prawinata Prawinata
Jurnal Tekno Global Vol 9, No 2
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36982/jtg.v9i2.1302

Abstract

Road infrastructure is needed to support economic growth in line with regional accessibility and mobility in economic growth support. The road link of Sp. Soekarno Hatta- Palembang border is a national road connectivity that link South Sumatra Province with other provinces. Volume and overload Traffic will affect road pavement conditions, therefore it is necessary need maintenance so that road remain in steady condition. Right-on-target road handling requires prior planning based on accurate pavement condition survey data. One of way to determine the condition of the pavement is obtained by using a roughness measuring instrument. This tool is used to determine uniformity in obtaining the flatness value of the road surface which is expressed in the International Roughness Index (IRI) value. In addition, the evaluation of pavement conditions can be carried out using the Surface Distress Index (SDI) method. This research examines the condition of the pavement on the road Sp. Soekarno Hatta-. Palembang border, by comparing the values of IRI and SDI in order to obtain a road management proposal which is useful as input for road administrators in road maintenance.The results showed that the IRI method obtained a condition value of 67%, a minor damage condition was 33%. Meanwhile, the SDI method obtained a moderate value of 66% and 34% lightly damaged conditions. The results of the two methods show a slight difference in the proportion of the value of the pavement condition by 1%. The results of road condition services using the IRI and SDI methods can provide an illustration that from the total length of the observed road at km 9 + 000 - 12 + 000, belong the medium category that requires routine maintenance, beside that, km 12 + 000 - 13 + 000 the road belong a light damaged that periodic maintenance is needed..Keywords: IRI, SDI, Pavement performance
Analisa Kuantitas Dan Kualitas Air Sumur Bor Di Desa Tihang Kecamatan Lengkiti Kabupaten Ogan Komering Ulu Azwar Azwar
Jurnal Tekno Global Vol 9, No 2
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36982/jtg.v9i2.1307

Abstract

This research discusses the quantity and quality of clean water that has been used by the community in Tihang Village, Lengkiti District, Ogan Komering Ulu Regency. In the daily process, the local community uses a lot of drilled well water to facilitate their daily activities. There are 7 Drilled Well points in Tihang Village, but only 3 Drilled Well points are active. Tihang Village has a population of 1663 people (2016 statistical data center). Therefore, Tihang Village is included in the rural category with water consumption of 50 liters / person / day. The borehole water distribution system is carried out by flowing the air from the well using the intake pump to the booster, the distribution pump discharge is determined based on fluctuations in water use in one day schedule. It turns out that after conducting a simple water test that has reached the community, the pH of the water passes into the requirements stipulated under Permenkes No. 32 of 2017 concerning Environmental Health Quality Standards and Water Health Requirements. The quality of water from these three sources is quite good because the water test results simply show that the water is odorless. And from the results of laboratory test analysis, both Physical and Chemical, the clarity is sufficient because the differences are not too far away. The highest pH was 7.40 in Hamlet V, while the pH of the three hamlets was only 1% different. However, the results of water from Dusun III, IV and V are good enough to be used as raw material for drinking water because the pH is neutral and non-toxic. After a simple test of water pH in Tihang Village, namely vilage III, IV and V passed the applicable requirements Keywords: Quantity, Quality, Drilled Well Water.
Karakteristik Beton Busa Akibat Variasi Foamed dan Subsitusi Fly Ash Terhadap Semen Febryandi Febryandi; Rahmad Setiawan
Jurnal Tekno Global Vol 9, No 2
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36982/jtg.v9i2.1309

Abstract

Foam concrete is a concrete technology that is applied to buildings. The advantage of foam concrete is that it is lightweight and fast in building work. The use of foamed in foam concrete reduces the density of foam concrete. Substitution of fly ash for cement can increase the compressive strength of foam concrete. The variations of foamed used in this study were 30%, 40%, and 50%. The substitution of fly ash for cement in this study was 0%, 5%, and 10%. In the specific gravity test, the smallest value was 1,156 kg / m3 resulting from a variation of 50% foamed and 0% substitution of fly ash for cement, while the largest weight was 1,670 kg / m3 resulting from 30% foamed variation and 10 fly ash substitution. % against cement. In the compressive strength test at 28 days of concrete, the highest value was obtained with a value of 2.573 N / mm2 resulting from 30% variation of foamed and 5% substitution of fly ash for cement, while the lowest compressive strength was 1.986 N / mm2 resulting from variations of foamed 30 % and 10% substitution of fly ash for cement. The optimum composition of foam concrete in this study was found in a mixture with 40% foamed variation and 5% fly ash substitution for cement with a value of 2,312 N / mm2 and a specific gravity of 1438 kg / m3. The optimum use of fly ash is obtained at a substitution percentage of 5% for cement. Foam concrete using styrofoam and polypropylene fibers is good for non-structural elements in buildings such as wall panels. Keywords: Light weight concrete, foamed concrete, fly ash
Pengaruh Penambahan Zat Aditif Sika Viscocrete Terhadap Kuat Tekan Mutu Beton K-300 Umur 14 Hari R.R. Susi Riwayati; Roby Habibi
Jurnal Tekno Global Vol 9, No 2
Publisher : UNIVERSITAS INDO GLOBAL MANDIRI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36982/jtg.v9i2.1293

Abstract

Research on concrete which is ongoing at this time aims to obtain good quality and high quality concrete, to get it it needs to be mixed with additives (Admixture) as an added material for concrete mixtures. Sika Viscocrete is an added material that can help concrete improve its performance at a faster time and has the dual function of reducing the amount of water mixing required to produce concrete with a certain consistency and speed up the bonding of the concrete. The purpose of this study was to determine the effect of adding the additive ViscoCrete sika to the compressive strength of the K-300 concrete. The sample used was 15cm x 15cm x 15cm cuboid at the age of 14 days. With variations, namely Normal Concrete and Normal Concrete + Sika Viscocrete 1%, 2%, 3% with 9 samples in each variation. The results showed that the value of the compressive strength of concrete with the addition of 2% Sika Viscocrete-3115N aged 14 days to normal concrete was 315, 07 Kg / Cm2. While the addition of 3% Sika Viscocrete-3115N obtained the optimum value at the age of 14 days of 358.13 Kg / Cm2. Kata Kunci : K-300 Concrete, Additives, Viscocrete Sika and Concrete Presure

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