• Title/Summary/Keyword: Polymer Concrete(PC)

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Analysis of Research Trends on Concrete-Polymer Composite (콘크리트-폴리머 복합체에 관한 연구동향 분석)

  • 연규석;김광우;김관호;박순무
    • Proceedings of the Korea Concrete Institute Conference
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    • 1992.10a
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    • pp.63-69
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    • 1992
  • Research trends of concrete-polymer composite were analyzed based on 549 papers that were presented at international Congresses on Polymer in Concrete that have been opened seven times all around world since 1975. The analysis revealed that relative quantities of the papers about PC, PCC, PIC and others were 51%, 24%, 13% and 12%, in the order. Basic research was the main stream for PCC, PC, PIC. In PC study, however, it was shown that many researches were actively performed for application of PC.

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Improving Impact Resistance of Polymer Concrete Using CNTs

  • Daghash, Sherif M.;Soliman, Eslam M.;Kandil, Usama F.;Taha, Mahmoud M. Reda
    • International Journal of Concrete Structures and Materials
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    • v.10 no.4
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    • pp.539-553
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    • 2016
  • Polymer concrete (PC) has been favoured over Portland cement concrete when low permeability, high adhesion, and/or high durability against aggressive environments are required. In this research, a new class of PC incorporating Multi-Walled Carbon Nanotubes (MWCNTs) is introduced. Four PC mixes with different MWCNTs contents were examined. MWCNTs were carefully dispersed in epoxy resin and then mixed with the hardener and aggregate to produce PC. The impact strength of the new PC was investigated by performing low-velocity impact tests. Other mechanical properties of the new PC including compressive, flexural, and shear strengths were also characterized. Moreover, microstructural characterization using scanning electron microscope and Fourier transform infrared spectroscopy of PC incorporating MWCNTs was performed. Impact test results showed that energy absorption of PC with 1.0 wt% MWCNTs by weight of epoxy resin was significantly improved by 36 % compared with conventional PC. Microstructural analysis demonstrated evidence that MWCNTs significantly altered the chemical structure of epoxy matrix. The changes in the microstructure lead to improvements in the impact resistance of PC, which would benefit the design of various PC structural elements.

Application of polymer, silica-fume and crushed rubber in the production of Pervious concrete

  • Li, Diyuan;Toghroli, Ali;Shariati, Mahdi;Sajedi, Fathollah;Bui, Dieu Tien;Kianmehr, Peiman;Mohamad, Edy Tonnizam;Khorami, Majid
    • Smart Structures and Systems
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    • v.23 no.2
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    • pp.207-214
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    • 2019
  • Achieving a pervious concrete (PC) with appropriate physical and mechanical properties used in pavement have been strongly investigated through the use of different materials specifically from the global waste materials of the populated areas. Discarded tires and the rubber tire particles have been currently manufactured as the recycled waste materials. In the current study, the combination of polymer, silica fume and rubber aggregates from rubber tire particles have been used to obtain an optimized PC resulting that the PC with silica fume, polymer and rubber aggregate replacement to mineral aggregate has greater compressive and flexural strength. The related flexural and compressive strength of the produced PC has been increased 31% and 18% compared to the mineral PC concrete, also, the impact resistance has been progressed 8% compared to the mineral aggregate PC and the permeability with Open Graded Fraction Course standard (OGFC). While the manufactured PC has significantly reduced the elasticity modulus of usual pervious concrete, the impact resistance has been remarkably improved.

A Experimental Study on Characteristic of Polymer Concrete Using Recycled PET Waste (폐PET를 재활용한 폴리머 콘크리트 특성에 관한 실험적 연구)

  • 조병완;구자갑;박승국;나선권
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.05a
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    • pp.840-845
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    • 2003
  • Polymer concrete (PC) using unsaturated polyester resins based on recycled polyethylene terephthalate (PET) plastic waste were used in our study for grasping its mechanical properties such as compressive strength, tensile strength and flexural strength, etc. by changing its quantity of resin, filler and dilution(SM) respectively. As a result of it, compressive, tensile and flexural strength of PC indicated 752kgf/$cm^2$, 80kgf/$cm^2$, and 243kgf/$cm^2$, kind of satisfaction successively. Judging from the above results, polymer concrete (PC) using unsaturated polyester resins as a coupling are suitable for construction material both in the aspect of ECO-building materials and in the aspect of superior strength of PC so that it is good possibility of success as a product.

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Characteristics of Sulfuric acid corrosion of Recycled PET Polymer Concrete with Different Filler (충전재 변화에 따른 PET 재활용 폴리머 콘크리트의 황산 부식에 관한 특성)

  • Jo Byung Wan;Gu Ja Kap;Park Jong Hwa;Park Seung Kook
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.719-722
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    • 2004
  • Resins using recycled PET offer the possibility of a lower source cost of materials for making useful polymer concrete products. The purposed of this paper is to form a part of reducing the damage of sulfuric acid, through investigating recycled PET polymer concrete, . immersed at sulfuric acid solution for 84 days. Recycled PET PC is excellent chemical resistance, resulting in the role of unsaturated polyester resin which consists of polymer chain structure accomplishes bond of aggregates and filler strongly. Also, Recycled PET PC, used fly-ash as filler, is stronger resistance of sulfuric acid corrosion than $CaCO_3$, because it is composed of $SiO_2$ and very strong glassy crystal structure. Therefore, Recycled PET PC, used fly-ash as filler, is available under corrosion circumstances like sewer pipe or waste disposal plant.

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The Properties of Polymer Concrete Recycling Plastic Waste (폐플라스틱을 재활용한 폴리머 콘크리트 특성)

  • 조병완;문린곤;박승국;임상헌
    • Proceedings of the Korea Concrete Institute Conference
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    • 2003.11a
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    • pp.441-444
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    • 2003
  • Polymer concrete has more useful than cement concrete in the strength and durability. So, it is widely utilizing as panel for wall, manhole for communication, foundation and underground connection box, etc. But polymer concrete is a defect that is disadvantageous in economical aspect because cost of resin is expensive. Polymer concrete (PC) using unsaturated polyester resins based on recycled polyethylene terephthalate(PET) plastic waste were used in our study for grasping its mechanical properties such as compressive strength, tensile strength, flexural strength and chemical resistance was tested by dealing with 20% HCl, 30% NaOH. As a result of it, compressive, tensile and flexural strength of PC indicated 752kgf/$\textrm{cm}^2$, 80kgf/$\textrm{cm}^2$ and 243kgf/$\textrm{cm}^2$ kind of satisfaction successively. Also, properties of chemical resistance are superior to those of cement concrete.

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Strength Characteristics on Sulfuric Acid Corrosion of Recycled PET Polymer Concrete with Different Fillers (충전재 종류에 따른 PET재활용 폴리머콘크리트의 황산부식에 대한 강도 특성)

  • Jo Byung-Wan;Shin Kyung-Chul;Park Seung-Kook
    • Journal of the Korea Concrete Institute
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    • v.17 no.4 s.88
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    • pp.499-504
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    • 2005
  • Polymer concrete shows excellent mechanical properties and chemical resistance compared with conventional normal cement concrete. The polymer concrete Is drawing a strong interest as high-performance materials in the construction industry Resins using recycled PET offer the possibility of a lower source cost of materials for making useful polymer concrete products. Also the recycling of PET in polymer concrete would help solve some of the solid waste problems Posed by plastics and save energy. An objective of this paper is to estimate the damage of sulfuric acid, through investigating recycled PET polymer concrete, immersed at sulfuric acid solution for 84 days. As a result of testing, recycled PET PC, used $CaCO_3$ as filler, makes a problem of appearance and strength if they are exposed for long term at corrosion environment. On the other hand, recycled PET PC, used fly-ash as filler, had less effect on decrease in weight and strength. Recycled PET PC is excellent chemical resistance, resulting in the role of unsaturated polyester resin which consists of polymer chain structure accomplishes bond of aggregates and filler strongly. Also, recycled PET PC, used fly-ash as filler, is stronger resistance of sulfuric acid corrosion than $CaCO_3$, because it is composed of $SiO_2$ and very strong glassy crystal structure. Therefore, recycled PET PC, used fly-ash as filler, is available under corrosion circumstances like sewer pipe or waste disposal plant.

A Study on Characteristics of Flexural Behavior of High-strength Polymer Concrete Beams Using Recycled PET (PET 재활용 고강도 폴리머 콘크리트보의 휨거동에 관한 연구)

  • Cho Byung-Wan;Park Jong-Hwa;Park Seung-Kook;Bea Sung-Wan
    • Proceedings of the Korea Concrete Institute Conference
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    • 2005.05a
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    • pp.483-486
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    • 2005
  • The polymer concrete is drawing a strong interest as high-performance materials in the construction industry. Resins using recycled PET offer the possibility of a lower source cost of materials for making useful polymer concrete products. Also the recycling of PET in polymer concrete would help solve some of the solid waste problems posed by plastics and save energy. Polymer concrete beams using unsaturated polyester resins based on recycled polyethylene terephthalate (PET) plastic waste were used in our study for grasping its structural behavior of static and fatigue. As a result of static test, Compression stress distribution of Polymer concrete indicates linear behavior such as triangles. Although polymer concrete is high strength materials, its ductility capacity is excellent. From the fatigue test results, There was almost no difference on flexural characteristics between before and after fatigue loading. Therefore, recycled PET polymer concrete remains excellent structural ability after fatigue loading.

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A Study on the Long-Term Integrity of Polymer Concrete for High Integrity Containers

  • Young Hwan Hwang;Mi-Hyun Lee;Seok-Ju Hwang;Jung-Kwon Son;Cheon-Woo Kim;Suknam Lim
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.21 no.3
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    • pp.411-417
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    • 2023
  • During the operation of a nuclear power plant (NPP), the generation of radioactive waste, including dry active waste (DAW), concentrates, spent resin, and filters, mandates the implementation of appropriate disposal methods to adhere to Korea's waste acceptance criteria (WAC). In this context, this study investigates the potential use of polymer concrete (PC) as a high-integrity container (HIC) material for solidifying and packaging these waste materials. PC is a versatile composite material comprising binding polymers, aggregates, and additives, known for its exceptional strength and chemical stability. A comprehensive analysis of PC's long-term integrity was conducted in this study. First, its compressive strength, which is crucial for ensuring the structural stability of HICs over extended periods, was evaluated. Subsequently, the resilience of PC was tested under various stress conditions, including biological, radiological, thermal, and chemical stressors. The findings of this study indicate that PC exhibits remarkable long-term properties, demonstrating exceptional stability even when subjected to diverse stressors. The results therefore underscore the potential viability of PC as a reliable material for constructing high-integrity containers, thus contributing to the safe and sustainable management of radioactive waste in NPPs.

Development of precast channel structure using polymer concrete (폴리머 콘크리트를 이용한 프리캐스트 수로구조물 개발)

  • 김관호;조태열;박광수;신수균;연규석
    • Proceedings of the Korea Concrete Institute Conference
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    • 2001.11a
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    • pp.135-140
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    • 2001
  • This study was developed high-quality a large size precast channel structure using polymer concrete to improve quality of the product as well as to enhance construction quality. Precast PC represent the fastest growing segment of the polymer concrete industry. The fast curing, high strength, and low impermeability permit thin section and rapid reuse of moulds. Developed precast channel structure will be structural experiment and analysis. Also, through an example to construct will be develop the most suitable section survey and make practicable.

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