Porous basalt aggregate is commonly used in roadbed engineering, but its application in concrete has rarely been studied. This paper studies the application of porous basalt in concrete. Porous basalt aggregate is assessed for its effects on mechanical strength and durability of prepared C50 concrete; because it has a hole structure, porous basalt aggregate is known for its porosity, and porous basalt aggregates can be made full of water through changing the content of saturated basalt; after full-water condition is achieved in porous basalt aggregate mixture of C50 concrete, we discuss its mechanical properties and durability. The effects of C50 concrete prepared with basalt aggregate on the compressive strength, water absorption, and electric flux of concrete specimens of different ages were studied through experiments, and the effects of different replacement rates of saturated porous basalt aggregate on the properties of concrete were also studied. The results show that porous basalt aggregate can be prepared as C50 concrete. For early saturated porous basalt aggregate concrete, its compressive strength decreases with the increase of the replacement rate of saturated aggregate; this occurs up to concrete curing at 28 d, when the replacement rate of saturated basalt aggregate is greater than or equal to 40 %. The compressive strength of concrete increases with the increase of the replacement rate of saturated aggregate. The 28 d electric flux decreases with the increase of the replacement rate of saturated aggregate, indicating that saturated porous basalt aggregate can improve the chloride ion permeability resistance of concrete in later stages.

PURPOSES : The purpose of this study was to investigate the performance of additives that affect internal curing in order to reduce the damage occurring in concrete pavements. METHODS : SAP was used as an additive to reduce internal curing in concrete pavements. SAP is an additive that has a very high absorption rate which prevents concrete wrappers from externally draining water. To evaluate the internal curing performance according to the ratio of SAP, we identified the number of cracks and amount of abrasion reduction. RESULTS : Plastic shrinkage and durability of a concrete mixture with added SAP were evaluated. The following results were obtained: (1) SAP showed a tendency to reduce slumps due to absorption of the concrete mixture. (2) It was possible to verify that concrete condensation did not occur during the penetration resistance test and that the initial curing did not lead to reactions within the mixture. (3) Adding more than 0.6% of SAP for dry curing resulted in greater compressive strength at all ages than OPC, with the highest compression strength of 0.9% after 56 days. (4) Regarding abrasion resistance, it was found that adding SAP was 30~50% better than adding the OPC mixture, and at 0.9% compression strength, abrasion resistance showed the best performance. (5) In the chlorine ion immersion resistance experiment, the passing charge of the OPC mixture was rated “high,” but it was rated “normal” in SAP. The results showed that the addition of SAP improved the water density of concrete due to internal curing effects, and that it showed the greatest chlorine ion penetration resistance for a compressive strength of 0.9%. (6) Regarding plastic shrinkage resistance, cracks did not occur on the surface until the end of the experiment, but the plastic shrinkage rate upon addition of SAP was relatively low compared to that of the OPC mixture. CONCLUSIONS : Recent studies have shown that internal curing techniques can be applied using SAP to prevent shrinkage due to the loss of water and to decrease the effects of hydration. If internal curing effects are expressed using SAP, it is thought that contraction due to a loss of moisture and reduction in sign language reaction can be prevented.

In this study, the fatigue properties of press die steel, such as SKD11, and three high-durability die steel for the cold forming of ultra-high-strength steel sheets are evaluated. Specimens for fatigue, tensile, and hardness tests are manufactured through the heat treatment recommended by steelmakers and ultra-high precision processing. The general mechanical properties and fatigue properties are derived from hardness, tensile, and fatigue tests for four die steel. The tensile and fatigue properties of die steel derived through the tests are compared and analyzed. In particular, the correlation between the fatigue limit and the general mechanical properties such as tensile strength and elongation is analyzed, which allows relational expressions to be obtained through regression analysis. Finally, the study confirms that applying high-durability die steel is necessary for improving the die life in the manufacturing of press dies for ultra-high-strength steel sheets.

PURPOSES: The objective of this study is to evaluate the properties of high-performance concrete and compare them with the properties of ternary blended cement (OPC 60% : BFS 30% : FA 10%) as applied to all-in-one bridge decks. High-performance concrete modified with styrene-butadiene latex (SB latex) was evaluated for strength development and durability through its compressive strength and chloride ion diffusion coefficient. METHODS: The compressive strength test was conducted according to KS F 2405, and the average value of the three specimens was used as the result at each stage. The chloride ion diffusion test was performed at 28 days, 56 days, and 365 days according to NT BUILLD 492. The chloride ion penetration test was conducted according to ASTM C 1202. RESULTS: For the compressive strength of the high-performance concrete, the blast furnace slag 40% replacement (BFS40) mixture had the most similar results to those of the ternary blended cement. The BFS40 mixture exhibited a lower compressive strength at 3 days than the latex modified concrete (LMC) mixture used for the bridge deck pavement, whereas it exhibited a 3.7-9.8% higher compressive strength at 7 days. In addition, the BFS40 mixture had the lowest diffusion coefficient, which was 49.1~59.0% lower than that of the LMC mixture. Mixing with latex tended to decrease in charge passed compared to Plain which is only used ternary blended cement, and showed excellent watertighness (rated “very low”), which is lower than 1,000 coulombs in all mixtures with latex. CONCLUSIONS : The BFS40 mixture exhibited excellent compressive strength, chloride ion permeability resistance, and the lowest chloride ion diffusion coefficient although it included a small amount of latex, which makes it more expensive than the current LMC mixture. It is believed that it is possible to secure excellent economic efficiency and durability by using lesser latex than that in the LMC mixture and using a mixture of the blast furnace slag instead.

Currently, in Korea, the frequent damage of aged concrete pavements causes route blockages due to maintenance and repair works. Ultra-rapid cement has been used as a measure to solve the economic losses which result from traffic delays, accidents, and civil complaints due to blocked routes. However, now, it couldn’t be used except for urgent constructions because the price is expensive and its onsite application is complicated, hence, fast hardening admixtures are being used in ordinary cement to solve the problem with ultra-rapid cement. In this research, it is intended to develop a material which enables early opening of the road being constructed and cured within 24 hours of closure, to secure durability characteristics of early strength concrete by incorporating admixtures (silica fume, latex, polymer powder), and to find optimal mixing ratio and select the optimal variable for each material.

The composite material has the strong durability and light weight as inhomogeneous material. Nowadays, CFRP composite has been noticed as the light weight, high strength and long fatigue life. This study has been carried actively. In this study, the properties of tensile strengths of CFRP, stainless steel are analyzed, and compared each other. In order to secure the data, the tensile specimens with notches of same size by using CFRP, and stainless steel are manufactured and experimented. When the forced displacement of about 11.5 mm proceeds in case of stainless steel specimen, the maximum load of 31000 N is shown simultaneously with the fracture of specimen. When the forced displacement of about 6 mm proceeds in case of CFRP specimen, the maximum load of 16000 N is shown. So, the structural safety becomes highest at CFRP specimen among these specimens. In this study, the finite element analysis is carried out in order to compare with the experimental results. It is verified that the experimental and analysis results are similarly shown each other. Through the result of this study, it is thought that the simulation analysis data with no experiments are trustworthy at using as the real tensile experimental data.

This study is investigated by the analyses of modal and harmonic response on BH motor, VI motor and DH motor. The natural frequency of DH motor becomes lower than that of VI motor. As the maximum amplitude of displacement is shown to be 2.06×10-2mm at 1300 Hz in case of BH motor, BH motor can be thought to be the best structure in comparison with VI motor and DH motor. The deformation of 0.34806 mm happens at the critical frequency in case of BH motor. And the maximum deformation happens at the joint connected between screw axis and seat in cases of three kinds of motors. By applying the result of this study to the designs of these kinds of motors, it is thought that the damage of linked parts is prevented. As the durability can be examined and anticipated, this result can be utilized really

본 연구에서는 고강도 고내구성 시멘트콘크리트 포장을 위하여 도출된 배합 콘크리트의 굳지않은 콘크리트 특성, 강도발현 특성, 염소이온의 투수특성 및 동결-융해에 대한 저항성 등의 역학적 내구적 특성을 분석하였다. 제시된 배합의 목표스럼프와 공기량은 적절한 혼화제의 사용으로 확보가 가능하나, 혼화제의 적정사용량은 충분한 현장배합실험을 통하여 구하여야 할 것이다. 단위시멘트량을 증가한 경우 일반적으로 강도가 증가하였으며 특히 재령 28일 이후의 강도가 지속적으로 증가하는 양상을 나타내었다. 휨강도는 그 특성상 단위시멘트량을 증가하더라도 뚜렷한 효과는 나타나지 않았다. 염소이온 침투저항성도 단위시멘트량보다는 재령에 따른 영향을 더 크게 받는 것으로 나타났다. 공기량에 가장 많은 영향을 받는 동결-융해 저항성은 각 실험변수에 대한 시험체를 공기량이 3% 이하 및 이상인 경우에 대하여 그리고 동결시 수돗물을 사용한 경우와 현장의 열악한 환경을 모사하기 위하여 4%의 NaCl 용액을 사용한 경우로 구분하여 실시하였다. 공기량에 상관없이 수돗물을 사용한 경우에는 동결-융해반복회수가 300회까지 상대동탄성계수나 표면의 손상이 거의 발생하지 않았다. 4% NaCl 용액을 사용한 경우에는 단위시멘트량이 현재의 한국도로공사의 표준배합인 경우 손상이 발생하였으며, 단위시멘트량이 동결-융해 저항성에 미치는 영향이 큰 것으로 나타났다. 따라서, 동결-융해에 대한 저항성을 충분히 확보하는 고내구성의 시멘트콘크리트 포장을 위해서는 단위시멘트량을 현재의 수준보다 증가시키는 것이 유리한 것으로 판단되며, 실험결과로부터 이러한 요구성능을 발휘하기 위해서는 단위시멘트량을 400kg/m3 이상으로 할 것을 권장한다.

국내에서 시멘트콘크리트 포장이 차지하는 비율이 증가하는 수준에 비하여 이의 기술적인 발전은 상대적으로 뒤쳐져 있다고 할 수 있다. 또한, 사용기간의 증가와 함께 여러 가지 기술적인 문제점도 부각되고 있는 실정이다. 이에 본 연구에서는 외국의 콘크리트포장 배합의 특성을 분석하고 이를 기초로 한국의 실정에 부합하는 장수명의 고강고 고내구성의 콘크리트 포장의 최적배합을 도출하고자 하였다. 단위시멘트량, 잔골재율(S/a), 그리고 물-시멘트(W/C)비 등을 변수로 하여 배합에 대한 실험적 연구를 수행하였다. 장기적인 공용수명을 확보하고 고강도 고내구성의 포장을 위하여 우선적으로 단위시멘트량을 375kg/m3, 400kg/m3, 425kg/m3 수준으로 증가시킬 것을 권장한다. 또한, 최적배합표는 포장타설 장비를 활용하여 포설하므로 슬럼프 40mm로 결정하였고, 동결융해 방지를 위하여 공기량을 5%로 결정하였다. 또한 시공 시 재료 수급의 원활함을 위하여 굵은골재 최대 치수를 25mm로 결정하였다. 도로의 장수명을 위한 고강도 배합을 위해 낮은 W/C비와 단위시멘트량의 증가가 요구되는데, 예비실험 결과 공기연행제와 폴리카본산고성능 AE감수제를 사용하여 W/C비를 0.4까지 낮추어도 증가된 단위시멘트량에 대하여 충분히 목표 슬럼프를 가지는 배합이 가능한 것으로 나타났다. 예비 실험 결과 S/a를 0.34까지 낮추어도 골재의 분리 등 문제를 보이지 않고 충분히 배합이 가능하였으며, 이는 단위 시멘트페이스트 양의 증가로 인한 점착력 증가와 워커빌리티의 향상에 의한 것으로 판단된다.

Furnace slag powder used currently in Korea needs to add special functions in response to the increase of large-scale projects. In addition, it is advantageous in that it has a lower hydration heat emission rate than ordinary Portland cement and improves properties such as the inhibition of alkali aggregate reaction, watertightness, salt proofness, seawater resistance and chemical resistance. However, furnace slag powder is not self-hardening, and requires activators such as alkali for hydration. Accordingly, if recycled fine aggregate, from which calcium hydroxide is generated, and furnace slag, which requires alkali stimulation, are used together they play mutually complementary roles, so we expect to use the mixture as a resource-recycling construction material. Thus the present study purposed to examine the properties and characteristics of furnace slag powder and recycled aggregate, to manufacture recycled fine aggregate mortar using furnace slag and analyze its performance based on the results of an experiment, to provide materials on mortar using furnace slag as a cement additive and recycled fine aggregate as a substitute of aggregate, and ultimately to provide basic materials on the manufacturing of resource-recycled construction materials using binder and fine aggregate as recycled resources.

최근 소득 향상에 따른 레져 생활의 증가로 인해 해안가에 펜션, 리조트등 건축물을 많이 짓는 추세이다. 하지만 바닷가에 건물을 짓는다면 염분으로 인해 철근이 부식되어 건물의 내구성이 저하되기 때문에 이를 방지할 수 있는 새로운 콘크리트의 개발이 필요하다. 일반적으로 라텍스를 콘크리트에 혼입하게 되면 염분 및 수분의 침투에 대해 투수 저항성이 증가하고 수분증발 또는 흡수 등에 의한 건조수축 또는 팽창현상으로 인한 체적변화에 대해 안정성을 가지게 된다. 라텍스란 고무나무로부터 얻어지는 천연제품으로 반투명한 우유빛을 띠는 액체상태로서 콜로이드 같은 작은 구형의 유기체 폴리머입자가 물 속에 분산되어 있는 것을 말한다. 본 연구에 사용된 라텍스는 48%의 폴리머와 52%의 물로 구성된 Styrene-Butadiene계열이다. 라텍스는 유연성을 지니고 있고, 콘크리트 내부의 공극을 충진시켜주며 골재 주위에 필름막을 형성하지만 압축에 의한 파괴가 골재주위의 필름막에서 이루어져 라텍스 혼입률이 증가할수록 압축강도는 감소하는 것으로 판단된다. 이에 미세 강섬유를 보강 하면 콘크리트 내부에 국부적인 인장응력을 발생시켜 입자의 분산을 막아주기 때문에 압축강도가 개선된다. 따라서, 본 연구에서는 바닷가, 해안가에 사용이 가능하고 보통강도를 발현할 수 있는 콘크리트를 개발하고자 한다.

This study is the study of the strength characteristics of the study of the natural durability enhancement materials that can reduce cracking of the concrete. The durability enhancement materials of natural were substituted 10%, 20%, 30% of cement, the results were confirmed excellent strength as the more increasing the natural durability enhancement.

Environmental problems caused by the occurrence of carbon dioxide are recognized as a critical issue throughout the world. As a result, a measure for the use of cement and improvement of its quality must be sought out. In order to reduce the occurrence of carbon dioxide during the manufacturing process of cement, this study creates an alkali-activated slag cement that utilizes ground granulated blast furnace slag, an industrial by-product, and substitutes metakaolin as an alternative for silica fume to improve the process of manufacturing high-strength concrete and its quality. The study discerns the mechanical characteristics by measuring the flexibility and compressive strength through the mortar matrix and discerns the durability by conducting an acid resistance test and chloride ion penetration resistance test. Also, the study discerns the hydration products through an XRD test. Based on the results of such tests, it is anticipated that it may be used as a secondary product for concrete or buildings that require superior long-term strength and durability compared to regular Portland cement. However, as no clear results were found in this study regarding the substitution of metakaolin, it displayed mixed results in comparison to previous studies. Nevertheless, it is expected that metakaolin will become a more superior admixture if its issues are improved through continuous research studies.

산업부산물인 폐유황의 재활용을 목적으로 개질 처리된 유황을 대상으로 콘크리트용 혼화재료로서의 개질 처리된 유황 액체와 분말을 콘크리트에 0%, 5%, 10%, 15% 외할 첨가하여 개질유황 액체와 분말의 첨가별 물리적 특성 및 내구성능을 평가한 결과를 고찰하였다.