• 한국응용과학기술학회지
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• 제32권4호
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• pp.607-615
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• 2015

To investigate the adhesion effect of various kinds and contents of polymeric methylene diphenyl diisocyanates (pMDIs) on adhesion performance, wood adhesives (A-1~5) were synthesized and characterized. As results, when the amount of pMDI increased in adhesives, the dry tensile strength was found to be proportionally increased sustaining at around $16.0{\sim}21.6kgf/cm^2$. The polyurethane (PU) resin, which used M11S as a source of pMDI showed the best wet tensile strength at $11.9kgf/cm^2$ and cyclic boil tensile strength at $8.1kgf/cm^2$, which satisfied the requirement of over $7kgf/cm^2$. Thermal properties of the rice powder (RP) based polyurethane resins were characterized by differential scanning calorimetry (DSC) and Thermal gravimetric analysis (TGA). Thermal stability of polyurethane resins increased to $250^{\circ}C$ with adding pMDIs. The more pMDI (M5S) was added to adhesive, the higher thermal stability of the resin was observed by TGA.

• 한국농공학회지
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• 제43권6호
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• pp.127-134
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• 2001

In order to expand agricultural lands in the western and southern coasts of Korean Peninsula, coarse soils excavated from hillsides have been used as fill materials for reclamation. In order to tackle with the problems and to confirm availability, research on soil improvement involve mixing cement to the fine wet soils. Required undrained shear strength$(C_u)$ for fill material was analysed to be 0.34~1.2 $kgf/cm^2$. It has been known that when cement is added to high water content marine clay its unconfined compression strength increased to 2 $kgf/cm^2$. Consolidation results show that pre-consolidation pressure increased to 1.8 $kgf/cm^2$and 3.4 $kgf/cm^2$ with the addition of 3% and 5% of cement respectively. This result shows that low-height embankments could be constructed without significant compression. Since the effectiveness of improvement may be different site by site, the mix design for each site is necessary in order to optimize it. The process is first to determine aimed shear strength and then optimum mix ratio of cement after carrying out a series of tests.

• 펄프종이기술
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• 제32권3호
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• pp.18-24
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• 2000

To evaluate the efficiency of various cationic starches in improving retention drainage and strength properties of newsprints which are being made using extensive amount of domestic recycled wastepapers in a highly closed papermaking system diverse cationic starches have been prepared and tested. In the case of cationic starches with low charge density as the degree of substitution increas-es fines retention increased. Results also showed that the retention efficiency decreased sub-stantially for cationic starches with low DS when the conductivity of white water inceased. Tensile strength increased with the addition of cationic starches and then decreased. On the other hand internal bonding strength increased linearly with the addition of cationic starch. Oxidizing treatment of cationic starch was detrimental for retention and freeness improve-ment. Also crosslinking treatment of wet processed cationic starches made cationic starches less effective in retention and drainage.

• 한국세라믹학회지
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• 제33권7호
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• pp.771-778
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• 1996

Utilization of fly ash by-produced from coal fired power plants and classified as general waste became very important problem to solve in the environmental protection and recycling of waste materials. The possibility of large scale substitution of fly ash as a raw material for bricks and wet tiles was highly expected because the chemical compositions of fly ash were mostly Al2O3 and SiO2 and the properties of it were very similar with clay. Accordingly in order to investigate the substitutional limit these specimens were substituted from 0 to 100 wt% fly ash by 20wt% increment for clay. Fly ash-clay bodies were fired at 1200, 1250 and 130$0^{\circ}C$ and then their properties were measured, It was found that these specimens sintered at 125$0^{\circ}C$ had a good bending strength. Especially when these sintered bodies were added to 20, 40 and 60 wt% fly ash the bending strength of those were 201 , 205 and 191kg.cm2 respectively with the water absorption below 1%, This showed that fly ash could be substituted ab 60 wt% in this experiment.

• 한국농공학회논문집
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• 제46권3호
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• pp.65-72
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• 2004

Modern underground and tunnel works that the wet type shotcrete is getting widely designed and applied in a large scale project. Further to its applications, the needs of improving the performance of the shotcrete, such as new and developed additives and accelerators fur increasing the performance of shotcrete, become the most important issue in the field. The main objective of this study evaluated to performance of steel fiber reinforced shotcrete using alkali free based accelerator for the durability and high quality of shotcrete. The major test variables are accelerator type and its dosage. One type silicate based accelerator and one type aluminate based accelerator and one type alkali free based accelerator were used. The dosage of accelerators is determined by the manufactures and laboratory test condition. Compressive strength test results showed that the dosage of silicate and aluminate based accelerators caused reduction of mechanical properties of shotcrete. Compressive strength of alkali free based accelerator is more stable than of silicate and aluminate based accelerators. Also, according to the compressive strength and flexural test results, it was found that steel fiber reinforced shotcrete used alkali free based accelerator could attain significant improvement in the mechanical and flexural performance.

• 대한금속재료학회지
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• 제47권7호
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• pp.423-432
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• 2009

In the galvanizing coating process, the effects of the silicon content on the coatability and wettability of molten zinc were investigated on Dual-Phase High Strength Steels (DP-HSS) with various Si contents using the galvanizing simulator and dynamic reactive wetting systems. DP-HSS showed good coatability and a well-developed inhibition layer in the range of Si content below 0.5 wt%. Good coatability was the results of the mixed oxide $Mn_{2}SiO_{4}$, being formed by the selective oxidation on the surface, with a low contact angle in molten zinc and a large fraction of oxide free surface that provided a sufficient site for the molten zinc to wet and react with the substrate. On the other hand, with more than 0.5 wt%, DP-HSS exhibited poor coatability and an irregularly developed inhibition layer. The poor coatability was due to the poor wettability that resulted from the development of network-type layers of amorphous ${SiO}_{2}$, leading to a high contact angle in molten zinc, on the surface.

• 한국기계가공학회지
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• 제20권11호
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• pp.1-8
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• 2021

In this study, the water resistance and mechanical properties of heat-treated polyvinyl alcohol (PVA)/cellulose nanocrystal (CNC) films were investigated. PVA is the most commonly used synthetic biodegradable polymers owing to its excellent properties. However, the water/moisture sensitivity and relatively poor mechanical properties of PVA limits its applications. Although heat treatment is a conventionally used method to improve the mechanical strength and water resistance of PVA, the effectiveness of this method is insufficient. Therefore, CNC was used to further improve the mechanical properties and water resistance of the heat-treated PVA film. PVA/CNC nanocomposites containing CNC contents of 0, 1, 3, 5, and 10 wt% were fabricated using solvent casting and subsequent heat treatment. The mechanical properties and water resistance of PVA/CNC films were significantly improved. The tensile strength and wet strength of the PVA/CNC film with a CNC content of 5 wt% (PVA/CNC 5%) were 184.5% and 136.0% higher than those of the untreated PVA, respectively. In addition, the water absorption and solubility of PVA/CNC 5% were 56.6% and 68.2% lower than those of the untreated PVA.

• 한국산림과학회지
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• 제48권1호
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• pp.40-50
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• 1980

본(本) 연구(硏究)는 합판공장(合板工場)에서 증량제(増量剤)로 사용(使用)하고 있는 도입소맥분(導入小麥粉)을 국내(国內)에서 값싸게 생산(生産)할 수 있는 증량제(増量剤)로 대체(代替)키 위한 가능성(可能性)을 규명하기 위해 실시(実施)되었다. 증량재료(増量材料)로는 주(主)로 삼립부산물(森林副産物)을 이용개발(利用開発)키 위(爲)해서 밀가루, 목분(木粉), 수피(樹皮), 소나무낙엽(落葉), 포푸리낙엽(落葉)을 택(擇)하였으며 각각(各各) $100{\sim}105^{\circ}C$에서 24시간(時間)동안 전건(全乾) 시킨 다음 60~100mesh로 분쇄(粉碎)하였다. 증량방법(増量方法)은 요소수지(尿素樹脂)와 요소(尿素)-melamine 공축합수지(共縮合樹脂)는 소맥분(小麥粉), 목분(木粉), 수피분(樹皮粉), 포푸라낙엽분(落葉粉)을 각각(各各) 10, 20, 30, 50%로 증량(増量)하였으며 수용성석탄산수지(水溶性石炭酸樹脂)는 소맥분(小麥粉), 목분(木粉), 수피분(樹皮粉), 소나무낙엽분(落葉粉)을 각각(各各) 10, 20, 30, 50%로 증량(増量)하였다. 본(本) 연구(硏究)에서 얻은 결론(結論)은 다음과 같다. 1. 요소수지(尿素樹脂)에 있어서는 상태(常態) 및 내수접착력(耐水接着力) 모두 소맥분(小麥粉)을 능가(能加)하는 증량제(増量剤)가 없었다. 2. 요소(尿素)-melamine 공축합수지(共縮合樹脂)에 있어서 접착력(接着力)은 요소수지(尿素樹脂)보다 대체로 모두 양호(良好)하였으나 상태접착력(常態接着力)에 있어서 소맥분(小麥粉)보다 좋은 접착제(接着剤)는 없었다. 3. 요소(尿素)-melamine 공축합수지(共縮合樹脂)에 있어서 내수접착력(耐水接着力)의 경우 10, 20%증량(増量)에서 포푸라낙엽분(落葉粉), 소맥분(小麥粉), 목분(木粉)이 가장 양호(良好)했으며 이들간(間)의 유의적(有意的)인 차이(差異)는 없었다. 4. 수용성석탄산수지(水溶性石炭酸樹脂)의 경우 상태접착력(常態接着力)은 10% 증량(増量)의 경우 소맥분(小麥粉)보다도 소나무낙엽분(落葉粉)이 더 양호(良好)하였으며 20% 증량(増量)의 경우도 유의적(有意的)인 차이(差異)는 없었다. 5. 수용성석탄산수지(水溶性石炭酸樹脂)의 경우 내수접착력(耐水接着力)은 10% 증량(増量)의 경우 목분(木粉)이 소맥분(小麥粉)보다 우수(優秀)했으며 20, 30, 50% 증량(増量)의 경우 목분(木粉) 및 수피분(樹皮粉)은 소맥분(小麥粉)보다도 양호(良好)하였다.

• 한국지반공학회논문집
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• 제18권1호
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• pp.79-89
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• 2002

폐기물 매립지에는 차수 및 보호기능을 하는 다양한 토목섬유가 사용된다. 토목섬유 사이의 접촉(interface) 전단강도는 사면에 설치되는 차수 및 최종 덮개시설의 안전한 설계를 위해 곡 필요한 물성치로서, 본 연구에서는 대형 직접전단 시험기를 사용하여 지오멤브레인(GM)과 지오텍스타일(GT) 사이의 접촉 전단강도를 측정하였다. 본 논문에서는 Mohr-Coulomb 파괴 포락선을 이용하여 전단강도를 평가하였으며, 연직하중, 수팀상태, 지오멤브레인(GM)의 표면상태-texturing 유무 - 등이 전단강도에 미치는 영향을 알아보았다. 분석 결과 연직하중이나 수침상태가 전단강도에 미치는 영향은 각각 하중의 크기와 토목섬유의 종류에 따라 정도가 다르게 나타났다. 사면에 설치되는 토목섬유의 경우, 다양한 현장조건-상재하중, 수침상태, 사용되는 토목섬유의 종류을 고려한 시험 결과를 통해 얻은 물성치를 이용하여야 안전한 설계가 될 수 있을 것이다.

• 한국도로학회논문집
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• 제19권6호
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• pp.129-137
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• 2017

PURPOSES : The purpose of this study is to develop bridge deck concrete materials based on ordinary Portland cement concrete, and to evaluate the applicability of the developed materials through material properties tests. METHODS : For field implementation, raw material (cement, fine aggregate, and coarse aggregate) properties, fresh concrete properties (slump and air content), strength (compressive, flexural and bond strength) gain, and durability (freeze-thaw resistance, scaling resistance, and rapid chloride penetrating resistance) performance were evaluated in the laboratory. RESULTS : For the selected binder content of $410kg/m^3$, W/B = 0.42, and S/a = 0.48, the following material performance results were obtained. Considering the capacity of the deck finisher, a minimum slump of 150 mm was required. At least 6 % of air content was obtained to resist freeze-thaw damage. In terms of strength, 51.28 MPa of compressive strength, 7.41 MPa of flexural strength, and 2.56 MPa of bond strength at 28 days after construction were obtained. A total of 94.9 % of the relative dynamic modulus of elasticity after 300 cycles of freeze-thaw resistance testing and $0.0056kg/m^2$ of weight loss in a scaling resistance test were measured. However, in a chloride ion penetration resistance test, the result of 3,356 Coulomb, which exceeds the threshold value of the standard specification (1000 Coulomb at 56 days) was observed. CONCLUSIONS : Instead of using high-performance modified bridge deck materials such as latex or silica fume, we developed an optimum mix design based on ordinary Portland cement concrete. A test construction was carried out at ramp bridge B (bridge length = 111 m) in Gim Jai City. Immediately after the concrete was poured, the curing compound was applied, and then wet mat curing was applied for 28 days. Considering the fact that cracks did not occur during the monitoring period, the applicability of the developed material is considered to be high.