scholarly journals PERBANDINGAN KUAT TEKAN BATA PLASTIK BERJENIS POLYPROPYLENE (PP) POLYETHYLENE TEREPHTHALATE (PET) DAN HIGH DENSITY POLYETHYLENE (HDPE)

2021 ◽  
Vol 9 (1) ◽  
pp. 019
Author(s):  
Muhammad Ridho Reksi ◽  
Dian Rahayu Jati ◽  
Yulisa Fitrianingsih
Keyword(s):  
Compressive Strength ◽  
Polyethylene Terephthalate ◽  
High Density Polyethylene ◽  
Strength Test ◽  
High Density ◽  
Raw Material ◽  
Selling Price ◽  
Purchase Price ◽  
Compressive Strength Test ◽  
Markup Pricing

AbstractPlastic waste needs attention because it can cause serious problems if not managed properly. Of the various types of plastics, the most widely disposed of to the environment are Polypropylene, Polyethylene Terephthalate, and High-Density Polyethylene which are usually in the form of plastic bags and bottles. This research was conducted to make bricks made of plastic as an alternative material for infrastructure that is economical, strong, and durable, which is seen based on the compressive strength value based on its type, namely PP, PET, and HDPE plastic bricks. The compressive strength testing phase is carried out three times in each type. The selling price of plastic bricks is determined by the Markup pricing method. The process of plastic brick making includes collecting plastic waste, washing, drying, chopping, melting, and printing. Based on the research results, the plastic bricks produced from the types of PET, HDPE, and PP are in the form of blocks with a size of 19 cm x 10 cm x 6.5 cm, where the PET type brick requires 5.1 kg of waste, 3.6 kg of HDPE type, and the type of PP as much as 3 kg. The compressive strength test values for PP, PET, and HDPE plastic bricks have met the compressive strength standards based on SNI 15-2094-2000, with the highest average compressive strength test values found in PP plastic bricks of 246 kg/cm², plastic bricks HDPE type 166 kg/cm², and plastic brick type PET 98.7 kg/cm². The selling price of plastic bricks without including the purchase price of plastic as raw material for making plastic bricks (Scenario I) for PP plastic bricks costs Rp1.907,00/brick, PET types Rp3.024,00/brick, and HDPE types Rp3.464,00/brick. While the selling price of plastic bricks by entering the purchase price of plastic as raw material for making plastic bricks (Scenario II) for PP plastic bricks Rp2.867,00/brick, PET type Rp4.624,00/brick, and HDPE type Rp3.944,00/brick.Keywords: Compressive Strength, Markup Pricing, Plastic Brick. AbstrakSampah plastik perlu mendapatkan perhatian karena menimbulkan masalah yang serius jika tidak dikelola dengan baik. Dari berbagai jenis plastik, yang paling banyak dibuang ke lingkungan adalah jenis Polypropylene, Polyethylene Terephthalate, dan High Density Polyethylene yang biasanya dalam bentuk kantong dan botol plastik. Penelitian ini dilakukan guna membuat bata berbahan plastik sebagai bahan alternatif infrastruktur yang bersifat ekonomis, kuat dan tahan lama yang dilihat berdasarkan nilai kuat tekan berdasarkan jenisnya, yaitu bata plastik jenis PP, PET, dan HDPE. Tahap pengujian kuat tekan dilakukan sebanyak tiga kali pengulangan di setiap jenisnya. Harga jual bata plastik ditentukan dengan metode Markup pricing. Proses pembuatan bata plastik yaitu pengumpulan sampah plastik, pencucian, penjemuran, pencacahan, pelelehan, dan pencetakan. Berdasarkan hasil penelitian, bata plastik yang dihasilkan dari jenis PET, HDPE, dan PP berbentuk balok dengan ukuran 19 cm x 10 cm x 6,5 cm, dimana bata jenis PET memerlukan sampah sebanyak 5,1 kg, jenis HDPE sebanyak 3,6 kg, dan  jenis PP sebanyak 3 kg. Nilai uji kuat tekan pada bata plastik jenis PP, PET, dan HDPE telah memenuhi standar kuat tekan berdasarkan SNI 15-2094-2000, dengan nilai uji kuat tekan rata-rata tertinggi terdapat pada bata plastik jenis PP sebesar 246 kg/cm², bata plastik jenis HDPE 166 kg/cm², dan bata plastik jenis PET 98,7 kg/cm². Harga jual bata plastik tanpa memasukkan harga beli plastik sebagai bahan baku pembuatan bata plastik (Skenario I) pada bata plastik jenis PP seharga Rp1.907,00/bata, jenis PET Rp3.024,00/bata, dan jenis HDPE Rp3.464,00/bata. Sedangkan harga jual bata plastik dengan memasukkan harga beli plastik sebagai bahan baku pembuatan bata plastik (Skenario II) pada bata plastik jenis PP Rp2.867,00/bata, jenis PET Rp4.624,00/bata, dan jenis HDPE Rp3.944,00/bata.Kata Kunci: Bata Plastik, Kuat Tekan, Markup Pricing.

scholarly journals Effect of Temperature on Pyrolysis Oil Using High-Density Polyethylene and Polyethylene Terephthalate Sources From Mobile Pyrolysis Plant

2020 ◽  
Vol 8 ◽  
Author(s):  
Ruktai Prurapark ◽  
Kittwat Owjaraen ◽  
Bordin Saengphrom ◽  
Inpitcha Limthongtip ◽  
Nopparat Tongam
Keyword(s):  
Polyethylene Terephthalate ◽  
High Density Polyethylene ◽  
Main Product ◽  
Carbon Number ◽  
High Density ◽  
Raw Material ◽  
Effect Of Temperature ◽  
Pyrolysis Oil ◽  
Boiling Points ◽  
And Performance

This research aims to study the effect of temperature, collecting time, and condensers on properties of pyrolysis oil. The research was done be analyzing viscosity, density, proportion of pyrolysis products and performance of each condenser towers for the pyrolysis of high-density polyethylene (HDPE) and polyethylene terephthalate (PET) in the mobile pyrolysis plant. Results showed that the main product of HDPE resin was liquid, and the main product of PET resin was solid. Since the pyrolysis of PET results in mostly solid which blocked up the pipe, the analysis of pyrolysis oil would be from the use of HDPE as a raw material. The pyrolysis of HDPE resin in the amount of 100 kg at 400, 425, and 450°C produced the amount of oil 22.5, 27, and 40.5 L, respectively. The study found that 450°C was the temperature that gives the highest amount of pyrolysis oil in the experiment. The viscosity was in the range of 3.287–4.850 cSt. The density was in the range of 0.668–0.740 kg/L. The viscosity and density were increased according to three factors: high pyrolysis temperature, number of condensers and longer sampling time. From the distillation at temperatures below 65, 65–170, 170–250, and above 250°C, all refined products in each temperature range had the carbon number according to their boiling points. The distillation of pyrolysis oil in this experiment provided high amount of kerosene, followed by gasoline and diesel.

Study on the Effect of Admixtures on the Strength of Stabilized Sludge Soils

2015 ◽  
Vol 744-746 ◽  
pp. 617-620
Author(s):  
Kai Xi An ◽  
Yi Xiang Chen ◽  
Ruo Qi Lou ◽  
Min Jiong Wu
Keyword(s):  
Compressive Strength ◽  
Caustic Soda ◽  
Unconfined Compressive Strength ◽  
Strength Test ◽  
Raw Material ◽  
Test Scheme ◽  
Test Results ◽  
Compressive Strength Test ◽  
Stabilized Soil

In order to reveal the effect of admixture type and quantity on the strength of stabilized soil, a series of indoor test is done on the stabilized soil by means of unconfined compressive strength test. The raw material soil used in the experiment is sludge soil, and cement, triethanolamine, caustic soda are used as admixture. A lot of solidified samples are prepared according to test scheme in different admixture’s proportion. From the test results, it can be seen that different admixture and it’s quantity affect the strength of stabilized soil by analyzing the sample’s unconfined compressive strength test results.

Effect of Bentonite Addition on Geopolymer Concrete from Geothermal Silica

2016 ◽  
Vol 841 ◽  
pp. 7-15 ◽  
Author(s):  
Himawan Tri Bayu Murti Petrus ◽  
Joshepine Hulu ◽  
Gede S.P. Dalton ◽  
Elsa Malinda ◽  
Rizal Agung Prakosa
Keyword(s):  
Compressive Strength ◽  
Room Temperature ◽  
Sem Analysis ◽  
Strength Test ◽  
Raw Material ◽  
Curing Temperature ◽  
Curing Time ◽  
Compressive Strength Test ◽  
Temperature Optimization ◽  
Alkaline Activator

Silica scaling is one of major problems in geothermal power plant. Silica recovery is a promising method to solve this particular problem in regard to silica utilization as geopolimer concrete. In this experimental study, bentonite was used as raw alumina source. Experiments were conducted by means observing the geopolymerization through alkaline activator ratio, raw material ratio, and temperature optimization. After mixing and casting for 24 hours, samples were cured at 80°C, 100°C, and 120°C for certain period of time and kept at room temperature for 7 days before compressive strength test. The optimum curing time and temperature gained from this experiment were 120 minutes and 100°C with compressive strength of 29.16 MPa. The development of geopolymer bond and microstructure of samples were then investigated by SEM technique. Scanning electron microscopy (SEM) analysis also showed better improvement in geopolymer layer of concrete sample with increasing curing temperature.

scholarly journals Kajian Kualitas Briket Biomassa dari Sekam Padi dan Tempurung Kelapa

2016 ◽  
Vol 2 (2) ◽  
pp. 136-142
Author(s):  
Idzni Qistina ◽  
Dede Sukandar ◽  
Trilaksono Trilaksono
Keyword(s):  
Compressive Strength ◽  
Rice Husk ◽  
Raw Materials ◽  
Calorific Value ◽  
Volatile Matter ◽  
Strength Test ◽  
Raw Material ◽  
Coconut Shell ◽  
Fixed Carbon ◽  
Compressive Strength Test

Abstrak Biomassa seperti sekam padi dan tempurung kelapa dapat menjadi sumber bahan baku briket sebagai salah satu energi alternatif pengganti bahan bakar fosil (minyak bumi).Penelitian ini bertujuan untuk mengkaji kualitas briket sekam padi dan tempurung kelapa melalui proses semi-karbonisasi pada temperatur antara 50-125 0C dengan durasi waktu proses 50-120 menit. Proses pembuatan briket meliputiproses semi-karbonisasi, pencampuran biomassa dengan perekat, pencetakan, pengeringan, dan uji kualitas briket. Pengujian kualitas briket meliputi analisis briket yaitu nilai kalor, kadar air, fixed carbon, volatile matter, abu, dan analisis ultimat. Disamping itu juga dilakukan uji kuat tekan, pengukuran emisi gas, dan uji termal briket yang dihasilkan.Hasilnya menunjukkan penurunan kadar air bahan baku briket sekam padi dan tempurung kelapa membutuhkan energi masing-masing 8.54% dan 4.97% dari proses karbonisasi murni yang menghasilkan semi arang. Nilai kalor briket sekam padi maupun tempurung kelapa mengalami penurunan masing-masing 9.72% dan 7.21% jika dibandingkan dengan bahan bakunya.Gas emisi dari briket sekam padi dan tempurung kelapa yaitu gas NOx, SOx, CO, dan hidrokarbon (HC) masih di bawah baku mutu yang dipersyaratkan. Hasil uji termal briket menunjukkan efisiensi termal briket sekam lebih baik dibandingkan briket tempurung kelapa dengan nilai efisiensi masing-masing sebesar 31.13% dan 22.28%. Kata kunci: Briket sekam padi, briket tempurung kelapa, semi karbonisasi, emisi gas, efisiensi termal. Abstract   Biomass energy, among others, rice husk and coconut shell can be an alternative energy source to replace fossil fuels (petroleum). This study aims to assess the quality briquettes rice husk and coconut shell with raw materials through semi-carbonization process at a temperature between 50-125 0C with a duration of 50-120 minutes of processing time. Briquetting process meliputu semi-carbonization, refining raw materials and sieving made passes restrained 30 mesh and 30 detained 50 mesh. Then do the mixing biomass with adhesive, printed, dried and tested briquette quality test. Briquette quality testing consists of the analysis of the characteristics of briquettes are calorific value, moisture content, fixed carbon, volatile matter, ash, and the ultimate analysis. Besides, it also conducted compressive strength test, the measurement of gas emission, and thermal test briquettes were produced. The results show a decrease in raw material briquettes moisture content of rice husk and coconut shell on semi karbonization process requiring respectively 8.54% and 4.97% of the energy of pure carbonization process which produces semi charcoal. Calorific value briquettes rice husk and coconut shell fell respectively 9.72% and 7.21% when compared to the raw material. The quality of biomass briquettes is based on the results of the analysis of the characteristics and compressive strength test briquettes showed that coconut shell briquettes better quality than the rice husk briquettes. Briquettes gas emissions from rice husks and coconut shells are gas NOx, SOx, CO and hydrocarbons (HC) is still below the quality standards required. The test results demonstrate the thermal efficiency of thermal briquettes rice husk briquettes for 31.13% and better than coconut shell briquettes by 22.28%. Keywords: Briquette rice husk, coconut shell briquettes, semi-carbonization, gases,thermal efficiency DOI: http://dx.doi.org/10.15408/jkv.v0i0.4054

scholarly journals Properties of Self-curing High Strength Concrete by using Baby Polymer Diapers

2018 ◽  
Vol 203 ◽  
pp. 06022
Author(s):  
Salmia Beddu ◽  
Daud Mohamad ◽  
Fadzli Mohamed Nazri ◽  
Siti Nabihah Sadon ◽  
Mohamed Galal Elshawesh
Keyword(s):  
Compressive Strength ◽  
High Strength Concrete ◽  
Drying Shrinkage ◽  
High Strength ◽  
Strength Test ◽  
Curing Process ◽  
Compressive Strength Test ◽  
Mechanical And Physical Properties ◽  
Compressive Strength Of Concrete ◽  
Strength And Durability

This study investigates the self-curing concrete using baby polymer diapers as substitute method of curing process in order to improve mechanical and physical properties of concrete. Three different proportion of baby polymer diapers which are 1%, 3% and 5% were mix with concrete. Slump, compressive strength and drying shrinkage test were performed in order to study the workability, strength and durability of the concrete. All concrete were tested for 1, 3, 7, 14, and 28 days for drying shrinkage test. Meanwhile, all concrete were test at 3, 7 and 28 days for compressive strength test. Compressive strength of concrete containing 5% baby polymer diapers show the highest strength at 28 days compared to others percentage. Thus, it indicates that application of baby polymer diaper as self-cure agent can improve the concrete performances.

scholarly journals Effect of Mound Soil on Concrete Produced with River Sand

2014 ◽  
Vol 2 (1) ◽  
pp. 75-82
Author(s):  
Elivs M. Mbadike ◽  
N.N Osadebe
Keyword(s):  
Compressive Strength ◽  
Research Work ◽  
Strength Test ◽  
Control Test ◽  
River Sand ◽  
Cement Ratio ◽  
Water Cement Ratio ◽  
Compressive Strength Test ◽  
Average Compressive Strength

In this research work, the effect of mound soil on concrete produced with river sand was investigated. A mixed proportion of 1.1.8:3.7 with water cement ratio of 0.47 were used. The percentage replacement of river sand with mound soil is 0%, 5%, 10%, 20%, 30% and 40%. Concrete cubes of 150mm x 150mm x150mm of river sand/mound soil were cast and cured at 3, 7, 28, 60 and 90 days respectively. At the end of each hydration period, the three cubes for each hydration period were crushed and their average compressive strength recorded. A total of ninety (90) concrete cubes were cast. The result of the compressive strength test for 5- 40% replacement of river sand with mound soil ranges from 24.00 -42.58N/mm2 a against 23.29-36.08N/mm2 for the control test (0% replacement).The workability of concrete produced with 5- 40% replacement of river sand with mound soil ranges from 47- 62mm as against 70mm for the control test.

scholarly journals Analysis of The Rock Fracture on Uniaxial Compressive Strength Test

2021 ◽  
Vol 2 (1) ◽  
Author(s):  
Edward Dinoy ◽  
Yohanes Gilbert Tampaty ◽  
Imelda Srilestari Mabuat ◽  
Joseph Alexon Sutiray Dwene
Keyword(s):  
Compressive Strength ◽  
Uniaxial Compressive Strength ◽  
Poisson Ratio ◽  
Rock Fracture ◽  
Strength Test ◽  
Maximum Pressure ◽  
Test Results ◽  
Average Value ◽  
Compressive Strength Test ◽  
Uniaxial Compressive Strength Test

The compressive strength test is one of the technical properties or compressive strength tests that are commonly used in rock mechanics to determine the collapse point or the elasticity of rock against maximum pressure. The rock collapse point is a measure of the strength of the rock itself when the rock is no longer able to maintain its elastic properties. The purpose of this test is to find out how long the rock maintains its strength or elasticity properties when pressure is applied, and to find out the difference between the strength of compact rock and rock that has fractures when pressure is applied. Rocks that have fractures will break more easily or quickly when pressure is applied compared to compact rocks. This analysis is carried out by comparing the rock strength of each sample, both those that have fractures and compact rocks. To find out these differences, laboratory testing was carried out. The test results show the value (compressive strength test 57.76 MPa), (elastic modulus 5250.000MPa), (Poisson ratio 0.05) and the average value of rock mechanical properties test (axial 0.91), (lateral-0.279), and (volumetric 0.252) . Based on the test results above, it shows that rocks that have fractures will break more easily when pressure is applied, compared to compact rocks that have a long time in the uniaxial compressive strength test.

scholarly journals Effect of fine recycled aggregates on the properties of non-cement blended materials

2020 ◽  
Vol 323 ◽  
pp. 01018
Author(s):  
Wei-Ting Lin ◽  
Lukáš Fiala ◽  
An Cheng ◽  
Michaela Petříková
Keyword(s):  
Compressive Strength ◽  
Blast Furnace Slag ◽  
Interface Structure ◽  
Strength Test ◽  
Recycled Aggregates ◽  
Test Results ◽  
Granulated Blast Furnace Slag ◽  
Fine Aggregates ◽  
Compressive Strength Test ◽  
Furnace Slag

In this study, the different proportions of co-fired fly ash and ground granulated blast-furnace slag were used to fully replace the cement as non-cement blended materials in a fixed water-cement ratio. The recycled fine aggregates were replaced with natural fine aggregates as 10%, 20%, 30%, 40% and 50%. The flowability, compressive strength, water absorption and scanning electron microscope observations were used as the engineered indices by adding different proportions of recycled fine aggregates. The test results indicated that the fluidity cannot be measured normally due to the increase in the proportion of recycled fine aggregates due to its higher absorbability. In the compressive strength test, the compressive strength decreased accordingly as the recycled fine aggregates increased due to the interface structure and the performance of recycled aggregates. The fine aggregates and other blended materials had poor cementation properties, resulting in a tendency for their compressive strength to decrease. However, the compressive strength can be controlled above 35 MPa of the green non-cement blended materials containing 20% recycled aggregates.

scholarly journals PENGARUH PENGGUNAAN LIMBAH PLASTIK POLYPROPYLENE (PP) SEBAGAI CAMPURAN AGREGAT KASAR TERHADAP KUAT TEKAN DAN TARIK PADA BETON FC’ 25 MPA

2019 ◽  
Vol 3 (2) ◽  
pp. 81-89
Author(s):  
Angga Pirman Firdaus ◽  
Jonbi
Keyword(s):  
Tensile Strength ◽  
Compressive Strength ◽  
Strength Test ◽  
Plastic Waste ◽  
Concrete Mixture ◽  
Strength Testing ◽  
Concrete Compressive Strength ◽  
Tensile Strength Test ◽  
Compressive Strength Test ◽  
Waste Mixture

Indonesia ranks second in the world's largest plastic waste producer after China. Each year, Indonesia can contributeup to 187.2 million tons of plastic waste, while China reaches 262.9 million tons of plastic waste. Based on the data, one way to utilize plastic waste by using plastic waste as a mixture of concrete, where the plastic used is polypropylene (PP) plastic with different percentage of concrete mixture, the test includes compressive strength test and tensile concrete. The results of concrete compressive strength testing with polypropylene (PP) plastic waste mixture of 5%, 10% and 15% at age 28 in aggregate aggregate mixture decreased by 5.15%, 6.89% and 13.53%. As for the result of concrete tensile strength test with polypropylene (PP) plastic waste mixture of 5%, 10% and 15% at age 28 in crude aggregate mixture decreased 17,61%, 24,13% dan 23,24%.

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