• Title/Summary/Keyword: 결합재 비

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Effect of Phase Change Material on Hydration Heat of Mortar with Fly Ash and Blast Furnace Slag (상전이물질이 플라이애시 및 고로슬래그를 혼입한 모르타르의 수화발열에 미치는 영향)

  • Nam, Yi-Hyun;Jang, Seok-Joon;Kim, Sun-Woong;Park, Wan-Shin;Yun, Hyun-Do
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.23 no.1
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    • pp.1-8
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    • 2019
  • Phase change material(PCM) has the capacity to absorb or release energy in heat when the phase changes. This study conducted to investigate the effect of strontium-based PCM on the hydration heat and mechanical properties of mortar with fly ash and blast furnace slag. The amounts of PCM were 1%, 2%, 3%, 4%, and 5% by the cementitious materials weight. The tests about mortar flow, semi-adiabatic temperature rise, compressive and flexural strength tests were carried out for twelve types of mortar mixtures. The test results indicated that the use of PCM was effective to reduce hydration heat and retard hydration of mortar with industrial by-products. In particular, the heat generation rate of mortars with fly ash was lower than that of mortars with blast furnace slag. The compressive strength of mortar with fly ash and blast furnace slag were decreased with increasing PCM ratio.

The Comparison of Apparent Chloride Diffusion Coefficients in GGBFS Concrete Considering Sea Water Exposure Conditions (해양 폭로 환경에 따른 GGBFS 콘크리트의 겉보기 염화물 확산계수 비교)

  • Yoon, Yong-Sik;Jeong, Gi-Chan;Kwon, Seung-Jun
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.2
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    • pp.18-27
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    • 2022
  • In this study, the time-dependent chloride ingress behavior in GGBFS concrete was evaluated considering marine exposure conditions and the properties of concrete mixtures. The concrete mixture for this study had 3 levels of water to binder ratio and the substitution rate of GGBFS, and outdoor exposure tests were performed considering submerged area, tidal area, and splash area. According to the evaluation results of diffusion coefficient considering properties of concrete mixtures, as the substitution rate of GGBFS increased, the decreasing rate of the diffusion coefficient decreased based on exposure periods of 730 days(2 years). As the evaluation result of the diffusion behavior according to the marine exposure conditions, the diffusion coefficient was evaluated in the order of submerged area, tidal area, and splash area. In tidal area, a relatively high diffusion coefficient was evaluated due to the repetition of wet and dry seawater. In this study, the effects of GGBFS substitution rate on the decreasing behavior of apparent chloride diffusion coefficient was analyzed in consideration of exposure conditions and periods. Linear regression analysis was performed with apparent chloride diffusion coefficient as output value and GGBFS substitution rate as input value. After 730 days of exposure, the effect of GGBFS on diffusion coefficient was significantly reduced. Even for OPC concrete, after 730 days, the diffusion coefficient was as low as that of GGBFS concrete, so the gradient of the regression equation decreased significantly. It is thought that improved durability performance for chloride ingress can be secured before 730 days through the use of GGBFS.

The Effect of Recycled Aggregate Produced by the New Crushing Device with Multi-Turn Wings and Guide Plate on the Mechanical Properties and Carbonation Resistance of Concrete (다중 회전 날개 및 가이드 판 설치 파쇄장치를 통해 제작된 순환골재가 콘크리트의 역학적 특성 및 탄산화 저항성에 미치는 영향)

  • Cho, Sung-Kwang;Kim, Gyu-Yong;Eu, Ha-Min;Kim, Yong-Rae;Lee, Chul-Min
    • Journal of the Korean Recycled Construction Resources Institute
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    • v.9 no.2
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    • pp.135-142
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    • 2021
  • In this work, multi-turn wings and guide plates are installed on recycled aggregate crushing devices to improve existing low recycled aggregate quality. Simulation analysis to evaluate the crushing efficiency of the new device shows enhanced crushing efficiency since the installation of guide plates shreds most of the inputs inside the crushing drum, and the multi-turn wings and guide plates induce rebound and circulation of the aggregate. Through this, the new device was found to be more economical and efficient than the existing recycled aggregate crushing device. Also, the amount of cement paste and mortar attached to the surface of the aggregate was smaller than that of the existing recycled aggregate, and it was found that the mechanical properties and elastic modulus deterioration were reduced. However, the carbonation resistance of concrete was not improved to the level of natural aggregates due to the remaining tiny cement paste and mortar on the surface of the new recycled aggregate. Therefore, it is deemed necessary to further research and experiment such as device improvement or binder development to reduce durability degradation of concrete mixed with new recycled aggregate.

System Architecture of the Integrated Data Safety Zone for the Secured Application of Transportation-specific Mobility Data (교통 분야 모빌리티 데이터의 안전한 활용을 위한 통합데이터안심구역 시스템 아키텍처 개발)

  • Hyoungkun Lee;Keedong Yoo
    • The Journal of The Korea Institute of Intelligent Transport Systems
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    • v.22 no.3
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    • pp.88-103
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    • 2023
  • With the recent advancement of 4th Industrial Revolution technology, transportation systems are generating large amounts of mobility data related to the individual movement trajectories of vehicles and people. There are many constraints on utilizing mobility data containing personal information. Thus, in South Korea, the processing and generation of pseudonymized information and the analysis and utilization of this information have been managed in a dual manner by applying separate agencies and technologies through the revision of the Data 3 Act and the enactment of the Data Basic Act. However, this dual approach fails to securely support the entire data lifecycle and suffers from inefficiencies in terms of processing time and cost. Therefore, to compensate for the problems of the existing Expert Data Combination System and Data Safety Zone, this study proposes an Integrated Data Safety Zone Framework that integrates and unifies the process of generating, processing, analyzing, and utilizing mobility data. The integrated process for data processing was redesigned, and common requirements and core technologies were derived. The result is an architecture for a next-generation Integrated Data Safety Zone system that can manage and utilize the entire life cycle of mobility data at one stop.

The effects of platelet-rich plasma(PRP) in combination with anorganic bovine bone($Bio-Oss^{(R)}$) on the early wound healing of rabbit cranial defects (혈소판 농축 혈장과 혼합된 이종골 이식재($Bio-Oss^{(R)}$)가 가토 두개골 결손부 초기 치유에 미치는 영향)

  • Lim, Dong-Woong;Jang, Hyun-Seon;Park, Ju-Chol;Kim, Heoung-Jung;Lee, Jong-Woo;Kim, Chong-Kwan;Kim, Byung-Ock
    • Journal of Periodontal and Implant Science
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    • v.35 no.1
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    • pp.217-234
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    • 2005
  • 혈소판 농축 혈장은 구강과 안면부 재건수술에 새로이 사용되는 유용한 첨가물이다. 혈소판은 상처 치유과정에서 매우 중요하며, 혈소판은 상처부위에 빠르게 도달하여 응고를 형성한다. 그리고 다양한 성장인자를 분비한다. 이러한 성장인자는 골의 형성과 혈관의 증가, 골 이식재의 치유에 관여하는 것으로 생각된다. 본 연구의 목적은 실험 동물을 통하여 혈소판 농축 혈장에 함유된 혈소판의 정량화를 통한 성장인자 함유량을 추정하고, 방사선학적, 조직학적 평가를 통해 혈소판 농축 혈장이 초기의 골형성에 미치는 영향에 대한 평가를 하는데 있다. 15마리의 가토 두개골에 6mm trephine bur(외경 8mm)를 이용하여 경뇌막의 손상을 주지 않도록 하면서 4개의 결손부를 형성하였다. 각각의 두개골 결손부는 $Bio-Oss^{(R)}$만 이식한 군, PRP만 이식한 군, PRP와 $Bio-Oss^{(R)}$를 혼합하여 이식한군, 그리고 아무것도 이식하지 않은 군을 대조군으로 설정하였다. 각각의 재료를 이식한 후 비흡수성 차폐막($Tefgen^{(R)}$)을 위치시키고 흡수성 봉합사로 일차봉합을 시행하였다. 각 군 당 술 후 1, 2, 4주의 치유기간을 설정하였다. 동물을 희생시키고 두개골을 절제하였다. 먼저 방사선학적인 골 밀도 측정을 시행하고, 조직학적 평가를 위해 통법에 따라 조직 표본을 제작한 후 광학현미경으로 관찰하였다. 또한 가토 귀 변연정맥에서 채취한 10 ml의 혈액을 원심분리하여 혈소판 함유량을 평가하여 다음과 같은 결과를 얻었다. 1. 혈소판 농축 혈장은 일반 혈액에 비해 약 4.02배 많은 수의 혈소판이 함유되어 있었다. 2. 방사선적인 평가에서 1, 2, 4주 사이에 대조군과 비교하여 $Bio-Oss^{(R)}$에 PRP를 이식한 군에서 골의 밀도는 큰 차이를 보이고 있다(p<0.01). 하지만, 동일한 시기에 PRP만 이식한 군과 대조군의 차이는 발견할 수 없었으며 (p>0.05), $Bio-Oss^{(R)}$만 이식한 군과 $Bio-Oss^{(R)}$에 PRP를 이식한 군의 차이 또한 발견할 수 없었다(p>0.05). 3. 조직학적 평가에서 모든 이식재는 시간이 경과할수록 골 형성이 증가함을 알 수 있었다. 대조군에 비해 PRP만 이식한 군에서 더 두꺼운 섬유성 결합을 보이고 있다. 대조군과 PRP만 이식한 군과 비교해 $Bio-Oss^{(R)}$$Bio-Oss^{(R)}$에 PRP를 혼합 이식한 군에서 골의 형성이 더 진행됨을 알 수 있었다. $Bio-Oss^{(R)}$에 PRP를 혼합 이식한 군이 $Bio-Oss^{(R)}$만 이식한 군에서보다 더 많은 신생골 형성을 관찰할 수 있다. 이상의 결과에서 가토의 두개골 결손부에 $Bio-Oss^{(R)}$에 PRP를 혼합 이식하였을 경우 결손부의 초기 골 형성을 촉진 할 수 있음을 시사하였다.

Applicability of Particle Crushing Model by Using PFC (PFC를 이용한 입자 파쇄 모델의 적용성 연구)

  • Jeong, Sun-Ah;Kim, Eun-Kyung;Lee, Seok-Won
    • Journal of the Korean Geosynthetics Society
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    • v.9 no.1
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    • pp.47-57
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    • 2010
  • Granular soils having a large particle size have been used as a filling material in the construction of foundation, harbor, dam, and so on. Consequently, the shear behavior of this granular soil plays a key role in respect of stability of structures. For example, soil particle crushing occurring at the interface between structure and soil and/or within soil mass can cause a disturbance of ground characteristics and consequently induce issues in respect of stability of structures. In order to investigate the shear behavior according to an existence and nonexistence of particle crushing, numerical analyses were conducted by using the DEM (Discrete Element Method)-based software program PFC2D (Particle Flow Code). By dividing soil particle bonding model into crushing model and noncrushing model, total four particle bonding models were simulated and their results were compared. Noncrushing model included one ball model and clump model, and crushing model included cluster model and Lobo-crushing model. The combinations of soil particle followed the research results of Lobo-Guerrero and Vallejo (2005) which were composed of eight circles. The results showed that the friction angle was in order of clump model > cluster model > one ball model. The particle bonding model compared to one ball model and noncrushing model compared to crushing model showed higher shear strength. It was also concluded that the model suggested by Lobo-Guerrero and Vallejo (2005) is not appropriate to simulate the soil particle crushing.

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Increased Production of an Alkaline Protease from Bacillus clausii I-52 by Chromosomal Integration (Bacillus clausii I-52의 Chromosomal Integration에 의한 Alkaline Protease의 생산성 향상)

  • Joo, Han-Seung;Park, Dong-Chul;Choi, Jang-Won
    • Journal of agriculture & life science
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    • v.46 no.1
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    • pp.163-176
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    • 2012
  • TTo increase productivity of a strong extracellular alkaline protease (BCAP), stable strains of Bacillus clausii I-52 carrying another copy of BCAP gene in the chromosome were developed. Integrative vector, pHPS9-fuBCAP carrying BCAP promoter, ribosome binding site, signal sequence and active protease gene was constructed and transferred into B. clausii I-52, and integration of the constructed plasmid into chromosome was identified by PCR. An investigation was carried out on BCAP production by B. clausii I-52 and transformant C5 showing the highest relative activity of alkaline protease using submerged fermentation. Maximum enzyme activity was produced when cells were grown under the submerged fermentation conditions at $37^{\circ}C$ for 48 h with an aeration rate of 1 vvm and agitation rate of 650 rpm in a optimized medium (soybean meal 2%, wheat flour 1%, sodium citrate 0.5%, $K_2HPO_4$ 0.4%, $Na_2HPO_4$ 0.1%, NaCl 0.4%, $MgSO_47H_2O$ 0.01%, $FeSO_47H_2O$ 0.05%, liquid maltose 2.5%, $Na_2CO_3$ 0.6%). A protease yield of approximately 134,670U/ml was achieved using an optimized media, which show an increase of approximately 1.6-fold compared to that of non-transformant (83,960 U/ml). When the stability of transformant C5 was examined, the integrated plasmid pHPS9-fuBCAP was detected in the transformant after cultivation for 8 days, suggesting that it maintained stably in the chromosomal DNA of transformant C5.

Prediction of Physical Properties and Shear Wave Velocity of the Ground Using the Flat TDR System (Flat TDR 시스템을 이용한 지반의 물리적 특성 및 전단파속도 예측)

  • Jeong, Chanwook;Kim, Daehyeon
    • The Journal of Engineering Geology
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    • v.32 no.1
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    • pp.173-191
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    • 2022
  • In this study, the shear wave velocity of the ground was measured using Flat TDR, and the precision analysis of the measured value and the verification of field applicability were performed. The shear wave velocity measurement value was derived in the field using the piezo-stack combined in the Flat TDR. analyzed. As a result of the experiment, the average value of the change in shear wave speed at the time of grout material injection was 10.15 m/s at the beginning of age, and the average value of the change in shear wave speed after the 7th to 14th days was 65.99 m/s, showing a tendency to increase with age. Also, it was found that dry density and shear wave speed increased as the water content increased on the dry side, and that the dry density and shear wave rate decreased as the water content increased on the wet side as the water content increased. The shear modulus value derived from the field test was confirmed to be a minimum of 17.36 MPa and a maximum of 28.13 MPa, confirming a measurement value similar to the reference value. Through this, it can be seen that the measured value of the shear modulus using Flat TDR is reliable data, and it can be determined that the compaction management of the site can be effectively managed in the future.

Fabrication and Mechanical Properties of Carbon Fiber Reinforced Polymer Composites with Functionalized Graphene Nanoplatelets (기능기화 된 그래핀 나노플레이틀릿이 첨가 된 탄소섬유 강화 고분자 복합소재의 제조 및 기계적 특성 연구)

  • Cha, Jaemin;Kim, Jun Hui;Ryu, Ho Jin;Hong, Soon H.
    • Composites Research
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    • v.30 no.5
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    • pp.316-322
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    • 2017
  • Carbon fiber is a material with excellent mechanical, electrical and thermal properties, which is widely used as a composite material made of a polymer matrix. However, this composite material has a weak point of interlaminar delamination due to weak interfacial bond with polymer matrix compared with high strength and elasticity of carbon fiber. In order to solve this problem, it is essential to use reinforcements. Due to excellent mechanical properties, graphene have been expected to have large improvement in physical properties as a reinforcing material. However, the aggregation of graphene and the weak interfacial bonding have resulted in failure to properly implement reinforcement effect. In order to solve this problems, dispersibility will be improved. In this study, functionalization of graphene nanoplatelet was proceeded with melamine and mixed with epoxy polymer matrix. The carbon fiber reinforced polymer composites were fabricated using the prepared graphene nanoplatelet/epoxy and flexural properties and interlaminar shear strength were measured. As a result, it was confirmed that the dispersibility of graphene nanoplatelet was improved and the mechanical properties of the composite material were increased.

Design of the Blade-Type Optical Bench for Earth Observation Satellite (지구관측위성의 블레이드형 광학탑재체 지지구조물 설계)

  • Kim, Kyung-Won;Kim, Jin-Hee;Rhee, Ju-Hun;Jin, Ik-Min;Kim, Jong-Wo;Park, Jong-Sung
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.33 no.11
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    • pp.88-94
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    • 2005
  • This paper is a study on the blade-type optical bench satisfying stiffness and thermal pointing error requirements for earth observation satellite. According to shape requirements, optical bench is designed. Because it does not satisfy the stiffness requirement, the stiffener is added on the outer/inner area of optical bench. But it does not meet the thermal pointing error requirement. So symmetrical structure is suggested with platform support structure attached on the upper/lower part of platform. Although it has better value than previous case, it still does not meet the thermal pointing error requirement. Based on the results of prior cases, optical bench finally designed, which satisfied both the stiffness and thermal pointing error requirements. Next conclusions follow from this design. It is efficient to increase thickness of platform facesheet, add stiffener and increase blade number to raise stiffness. It is effective to connect component consisting of same material and design optical bench having symmetrical structure to lower thermal pointing error.