• Journal of the Korean Recycled Construction Resources Institute
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• v.8 no.4
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• pp.506-513
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• 2020

In this study, the mechanical properties, absorption, and reduction performance of NOx in the mortar containing mineral admixture like zeolite and active hwangtoh were evaluated. Zeolite and active hwangtoh were used as binder, and zeolite and active hwangtoh were substituted for cement. The substitution ratio of two types of mineral admixtures was considered as 20 and 30% respectively. As a result of evaluating the compressive strength and flexural strength of each mortar specimen, the highest strength in the plain mixture was evaluated. As the substitution ratio of zeolite and active hwangtoh increased, the compressive and flexural strength decreased. In addition, the difference of compressive and flexural strength between active hwangtoh and zeolite mixing was evaluated to be insignificant. To evaluate the absorption rate, the mixture was designed to lower the W/B ratio of the existing mixture and set the substitution ratio of active hwangtoh and zeolite at 25%. The highest absorption ratio in the mortar with zeolite was evaluated, and the difference in absorption ratio between the remaining two mortar mixtures was small. The assessment of reduction performance of NOx considering the application of photocatalyst showed a clearly decreasing reduction behavior, even if they were the same mortar mixture. Zeolite and active hwangtoh also showed a higher NOx reduction than the Plain mixture, because of their porosity properties. In the case of active hwangtoh, the absorption ratio was lower than that of zeolite mixture, but the reduction of NOx performance was better than the result of zeolite mixture.

• Cement Symposium
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• no.17
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• pp.15-21
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• 1989

시멘트 모르타르에 EVAc 에멀젼 및 계면활성제(Sodium Dodecylbenzenesulfonate)를 첨가하여 압축강도, 흡수율, 화학적 저항성, 수화발열속도, 전자현미경 등으로 그 물성을 관찰하였다. EVAc를 시멘트에 첨가할 경우 5-15wt$\%$, SDBF는 0.03wt$\%$를 첨가하고 혼수량을 flow value로써 기준하는 것이 최적조검임을 알 수 있었다. 그리고 EVAc emulsion을 첨가함으로써 혼수량 및 흡수율의 감소 효과를 거둘 수가 있었으며 또한 화학적 저항성도 증가되었다. EVAc emulsion을 과다 첨가할 경우에는 기포가 많이 형성되어 강도가 저하하나, 여기에 계면활성제(Sodium Dodecylbenzenesulfonate)를 가하면 강도가 증가하였으며, 한편 수화 속도는 지연되었다.

• 월간산업보건
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• s.292
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• pp.11-15
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• 2012

페놀의 작업 노출에 대한 TLV-TWA는 5ppm ($19mg/m^3$)으로 눈과 호흡기계의 자극과 함께 심장, 간, 신경 독성 영향을 최소화하기 위해 설정되었다. 페놀은 증기상과 액상 또는 고체상 형태로 피부에 접촉되면 흡수되어 심각한 계통 영향을 유발하여 최종적으로 사망에 이르게 한다. 피부를 통한 흡수율은 흡입에 의한 체내 흡수율과 거의 동일한 수준이다. 따라서 현재 Skin notation(피부흡수 경고) 물질로 지정되어 있다. 발암성 여부를 결정하기 위한 동물 실험 결과에서는 음성 또는 발암성을 판정하기에는 데이터가 부족한 관계로 A4로 지정되어 있다. 또한 SEN과 TLV-STEL도 유용한 자료의 부족으로 아직 설정되지 않고 있다. 페놀은 BEIs로 활용될 수 있는 기질 중 하나이다.

• Korean Journal of Food Science and Technology
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• v.3 no.1
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• pp.48-51
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• 1971

The raw surf clam meat was pretreated with BHA, EDTA or $NaHSO_3$. The pretreated meat was chopped with chopper, and spread the chopped meat on nylon net, and then dehydrated with cabinet type hot air dryer. In the surf clam meat flake process, the pretreating and the copping steps prior to final dehydration improved the pigment retention and texture of the products. The chopping steps prior to dehydration reduced the dehydration time of surf clam meat. The BHA treatment prior to dehydration of mashed surf clam meat had an outstanding effect on the pigment retention during a process of dehydration and storage. The surf dam meat flakes reabsorbed water more rapidly about two times than the dehydrated natural surf clam meat products. The surf clam meat flakes stored for three months in the dark place showed less pigment loss than the exposed ones, and the former reabsorbed water more rapidly than the latter.

• Journal of the Korean Society of Food Culture
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• v.12 no.1
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• pp.35-40
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• 1997

Effects of frying temperature, kneading degree and ingredients ratio of sesame oil, syrup and sozu on quality characteristics were studied. Mixture experiments were used for the variation of three components. L-value was significantly high at $120^{\circ}C$ and was increased by increasing the kneading degree. a-value was increased by increasing the frying temperature, however there were no significant differences as the kneading degree was changed. Hardness of yackwa was increased by increasing the frying temperature and the kneading degree. Fat absorption rate was decreased as the frying temperature and the kneading degree were increased. Dip syrup absorption rate was increased by decreasing the frying temperature, however there were no significant differences as the kneading degree was changed. There were no clear relationships between color value and ingredients ratio. Hardness of yackwa was increased by increasing the amount of sesame oil and sozu and decreased by increasing the amount of syrup. Fat absorption rate was increased by increasing the amount of sesame oil and syrup. Dip syrup absorption rate was increased by increasing the amount of syrup and by decreasing the amount of sesame oil and sozu.

• Magazine of the Korea Concrete Institute
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• v.2 no.4
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• pp.61-68
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• 1990

This experimental study is aimed to investigate the coating method of scoria lightweight aggregate for reo duction of water absorption and the physical dynamic characteristics of coated-scoria jightweight aggregate con¬crete. The coating methods are as follows: I) Non-coating method. II) Coating method of only cement paste. rn) Coating mehtod of surface-coating agent after coating by cement paste. IV) Coating method of only surfaee-coating agent. V) Coating method of cement pasted after coating by surface-coating agent. The summerized conclusion are as fallows ; 1) Specific gravity and the rate of water absorption were lowest when aggregate was covered by only surface-coating agent, especially, rate of absorption was about 10% of non-coating aggregate. 2) Coated-aggregate were about 0.87~0.97t/m3 and lightweight concrete made of coated-aggre¬gates were 1.80~ 1.94 t/m3 in unit weight. 3) Compressive strength of the lightweight concrete made of cement pasted-coating aggregate was about 200~215kg/crrl. 4) The higher the rate of water absorption of coarse aggregate, the higher the rate of deterioration of compressive strength.

• Journal of the Korea Institute of Building Construction
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• v.14 no.6
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• pp.523-529
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• 2014

Large amounts of waste shells have been produced each year from shellfish raising industries located in Korean costal areas. Due to the limited space for the waste shell disposal, the related environmental problem has been a serious issue. It is believed that using the waste shells as a source of aggregate for mortar, concrete or bricks can be a good solution. In this research, possibility of utilizing waste shells as an aggregate of mortar is investigated. Waste shells of manila clam, cockle, clam, sea mussel, and oyster were properly crushed, sieved, and sorted to meet the requirements of the grading of standard fine aggregate. After that, the waste shells were used as partial and total replacement of the fine aggregate, and their absorption and 28-day compressive strengths of mortar were measured. In general, replacement of waste shells increased the absorption and decreased the strength. However, one specimen with cockle increased compressive strength as replacement ratio increased. Mortar with cockle of 50% and 100% replacement showed higher compressive strength than that of control mortar. This increase of compressive strength was found to be affected by the strong interfacial bonding properties of the cockle and a cement matrix.

• Journal of the Korea institute for structural maintenance and inspection
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• v.20 no.3
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• pp.122-129
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• 2016

In this study, we developed a pressing device which can reproduce the pressure of concrete inside the conveying pipe as a part of the basic study to development of high fluidity concrete under high pressure pumping. Using this pressing device, we evaluated a absorption properties of aggregate that are crushed coarse aggregate, river gravel and lightweight coarse aggregate according to pressure of coarse aggregate and aggregate inside a high fluidity concrete, focused on the reduction of unit water quantity by pressure. In addition, it was evaluated the compressive strength of high fluidity concrete about before and after of pressive. Test a result, case of condition under the high pressure of 250 bar, absorption ratio of crushed coarse aggregate and river gravel were not increased above the surface absorption, absorption ratio of lightweight coarse aggregate was increased than the surface absorption.

• The Journal of the Petrological Society of Korea
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• v.3 no.3
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• pp.234-240
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• 1994

The Wongyeong site, one of massive pinkish granite quarries in the Mungyeong area, was drilled to study the physical and chemical properties following the rock classification from fresh rock to highly, moderately and slightly weathered one. The physical properties such as specific gravity, absorption ratio, porosity and compressive strength were tested from the core samples. Specific gravity and absorption ratio are 2.37-2.64 and 0.27-1.87% respectively, while porosity and compressive strength are 0.70-4.38% and 110- 1, 695 kg/$cm^2$. With increased weathering, absorption ratio vs. porosity shows a positive correlation. The absorption ratio is in reverse proportion to compressive strength. Toward the surface in the drilled core, the $SiO_2$, CaO and $K_2O$ contents slightly decrease, but the $Al_2O_3$+FeO(t) contents increase by the enrichment of residual clay in the weathered rock.

• Journal of the Korea institute for structural maintenance and inspection
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• v.16 no.5
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• pp.49-58
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• 2012

This study estimates the flexural behavior of reinforced recycled aggregate concrete beams. Three specimens with different types and water absorption of coarse aggregates were constructed and tested. Not only all specimens were designed to be subjected to 4-point concentrated loads, but also the shear span-to-depth ratio of 2.5 was adjusted to all specimens to increase the effect of shear. A nonlinear flexural analysis considering the tension stiffening effect of concrete was performed to predict the moment versus curvature relationships of the specimens. Furthermore, a nonlinear finite element analysis considering the effect of shear was carried out to estimate the behavior of the specimens. It can be found from experimental results that the flexural strength and the crack properties of the specimens with recycled coarse aggregate having a water absorption of 6% were similar to those of the specimen with natural aggregates. The comparison between the experimental and analytical results showed that existing analytical methods can be successfully used to predict the behavior of reinforced recycled aggregate concrete beams.