• Title/Summary/Keyword: dry construction

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Investigation on Adhesive Properties depending on the Environmental Variation of the Steel Plate Adhesive Strengthening Method by the Epoxy Resin (에폭시 수지 접착 강판보강공법의 환경 변화에 따른 부착 특성 검토)

  • Han, Cheon-Goo;Byun, Hang-Yong;Park, Yong-Kyu
    • Journal of the Korea Institute of Building Construction
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    • v.7 no.3
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    • pp.107-113
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    • 2007
  • This study is to investigate adhesive properties depending on the temperature, humidity, and freeze-thraw of the Steel plate adhesive strengthening method by the epoxy resin. The results are summarized as following. For the temperature variation, the debonding failure appear only after 1 cycle of temperature varoation because the coefficient of thermal expansion of the epoxy resin is comparatively large, and the bonding strength is decreased. The deformation properties and ultrasonic pulse velocity on each materials are similar until 4 cycles on the dry and moisture test. As the freeze-thraw test, the epoxy resin is degraded easily subjected to freeze-thaw cycle, comparatively easy, so the debonding failure may occur in short term because of the freeze-thaw repeatition.p

Engineering characteristics of the Fiber Reinforced Floor Finishing Concrete According to the changes of Nylon Fiber Length (나일론 섬유의 길이변화에 따른 섬유보강 바닥마감용 콘크리트의 공학적 특성)

  • Jeon, Kyu-Nam;Baek, Dae-Hyun;Jung, Woo-Tai;Park, Jong-Sup;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2009.11a
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    • pp.153-156
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    • 2009
  • This study investigated the fundamental properties corresponding to various length changes on NY fiber reinforced concrete. For results of fresh concrete, the slump and air content were declined, but the unit volume weight and vebe time were increased. For the hardened concrete properties, the compressive strength showed increasing tendency according to the NY fiber length. The dry and autogenous shrinkage also decreased compared with Plain. Generally, the caes that 19 mm NY fiber was used was better than any other cases.

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Effects of Curing Method on the Mechanical Properties of Recycled Coarse Aggregate Concrete (양생방법에 따른 순환굵은골재 콘크리트의 강도특성)

  • Jeon, Esther;Yun, Hyun-Do;You, Young-Chan;Lee, Sea-Hyun;Shim, Jong-Woo;Choi, Ki-Sun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2006.11a
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    • pp.525-528
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    • 2006
  • Recently, Korea government prepared Act on facilitation of construction waste recycling in December 2003 for effective recycling of rapidly increasing construction wastes, and has enforced the Act on Jan. 2005. This Act limits the definition of recycled aggregates to the aggregates which obtained quality certificate and for this purpose, government has operated quality standard and certificate system of recycling aggregate. The objective of this experimental study is to evaluate the mechanical properties of recycled coarse aggregate concrete according to curing method by ready-mixed concrete. Compressive strength ratio of recycled aggregate concrete under air-dry curing/wet curing was $74{\sim}91%$. KCI code for conventional concrete overestimated elastic modulus for recycled coarse aggregate concrete.

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Effect of the Kind of Surface-Covered Curing Materials on the Temperature of Concrete in Hot Weather (서중환경에서 표면피복 양생재 종류가 콘크리트의 온도에 미치는 영향)

  • Lee, Je-Hyun;Kim, Min-Sang;Moon, Byeong-Yong;Lee, Sang-Un;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.11a
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    • pp.173-174
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    • 2017
  • Although the application period of hot weather concrete in our country is two months of July~August which is relatively short, many problems in various aspects such as generation of plastic/dry contraction cracks and cold joints can be caused unless proper quality control measures are established at this time. Therefore, this study compared the temperature history of the placed concrete by applying a mono white and aluminum-deposited bubble sheet developed with surface coating curing materials for surface exposure and summer to an actually constructed apartment slab. The analysis result showed that the mono white bubble sheet is the best method.

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Determining the Depth of Normal-Strength Concrete with Early-Frost Damage Through Dry Test (초기동해 피해를 입은 보통강도 콘크리트의 건조시험에 의한 깊이판정)

  • Kim, Tae-Woo;Beak, Cheol;Lee, Jae-Jin;Kim, Dong-Gyu;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.11a
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    • pp.65-66
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    • 2017
  • Early-frost damages easily take place in smaller and thinner walls and slabs. In case of slabs, it is difficult to visually determine the depth of early-frost damage. As such, the current study aims to determine the depth of early-frost damage caused to concrete structures due to bad curing in the winter. As a result, the study found that the depth of early-frost damages increased from the top as the atmospheric temperature on the concrete surface decreased. The changes in the color allowed the observer to easily identify the depth of early-frost damage with the naked eye. In particular, the color difference between potentially damaged parts and undamaged parts were the greatest around thirty minutes of drying after wetting.

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Crack Properties of Concrete depending on Changes in Surface-Covered Curing Materials in Hot Weather (서중환경에서 표면피복 양생재 변화에 따른 콘크리트의 균열특성)

  • Lee, Je-Hyun;Kim, Tae-Woo;Baek, Cheol;Lee, Sang-Un;Han, Min-Cheol;Han, Cheon-Goo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.11a
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    • pp.175-176
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    • 2017
  • Many problems in various aspects such as generation of plastic/dry contraction cracks and cold joints can be caused unless proper quality control measures are established in hot weather circumstances. Therefore, this study aimed to compare the crack patterns of concrete by applying a change in 3 surface curing methods such as a mono aluminum-deposited bubble sheet developed to reduce the temperature and cracks through reflection of heat in summer and a PE film and a surface exposure used generally to an actually constructed apartment slab. The study result confirmed that the best concrete crack reduction effect can be obtained with a mono aluminum-deposited bubble sheet.

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Thermal Conductivity Properties of Adsorption Matrix According to Silica Gel (실리카겔을 활용한 흡착 경화체의 열전도율 특성)

  • Gwon, Oh-Han;Lim, Hyun-Ung;Lee, Dong-Hoon;Lee, Sang-Soo
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2017.11a
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    • pp.109-110
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    • 2017
  • In recent years, it has been urgently required to develop and study a product that adsorbs and reduces lardon gas due to the risk of lardon gas in Korea. Therefore, this study develops a board for adsorbing lardon gas into the inside and outside of the room. The thermal conductivity was measured in order to carry out an adiabatic test for satisfying the following conditions. Experimental level and factors were substituted with silica gel. In addition, silica gel was used by dry mixing and prewetting, and 10, 20, and 30% of cement was substituted for each. As a result of the test, the thermal conductivity decreased to 0.45 W/mK with increasing the amount of replacement, and reached a similar level when compared with diatomite.

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Strength Properties of the Mortar According to the Curing Condition of the Modified Sulfur Mortar (개질유황 모르타르의 양생조건에 따른 모르타르의 강도특성)

  • Jung, Byeong-Yeol;Lee, Sang-Soo;Song, Ha-Young
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.05a
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    • pp.332-333
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    • 2013
  • This research utilizes the modified sulfur having the low melting point which 65℃ is tries to study the strength property of the mortar according to the cure method of the modified sulfur mortar. And we try to use as basic data for investigating the curing condition of the light panel optimum utilizing the modified sulfur. We experimented by five kinds; 20℃ water curing method and 20, 40, 60, 80(℃) air dry curing method. In 3 day curing, the compressive strength was improved caused by high curing temperature. But the compressive strength was degraded caused by enhanced temperature in 7day curing and 28day curing. Therefore, the curing temperature of the modified sulfur mortar is determined that it comes 20 time case curing and the water curing is the most recommendable.

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An Fundamental Study on Method of Packaged Dry Combined Materials for Concrete (건조 재료를 사용한 콘크리트의 포장화에 관한 기초적 연구)

  • Han, Da-Hee;Park, Hee-Gon;Lim, Nam-Gi;Kim, Sung-Sik;Lee, Young-Do;Jung, Sang-Jin
    • Journal of the Korea Institute of Building Construction
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    • v.3 no.4
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    • pp.119-122
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    • 2003
  • Most concrete is recently made of an aggregate which is properly absorbed, and carried in it in order to do capability at every fields. We have been close to demand new capability of high flowing and enduring for specific concretes. That is difficult to cope with claiming the efficiency on deterioration from lack of a high quality aggregate Therefore, For solving the problems we apply to a packing method for using dried materials. That is to say it is a kind of making into an instant. In this study, There is a purpose to present fundamental data, comparing and analyzing a phenomenon about aggregate's absorption following the rate of adding water, for using existing materials.

A Study on Using Possibility of Talc Powder as Concrete Admixture (활석 미분말의 콘크리트용 혼화재료로써 활용가능성에 관한 연구)

  • Woo, Jong-Kwon;Ryu, Hyun-Gi
    • Journal of the Korea Institute of Building Construction
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    • v.6 no.4 s.22
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    • pp.93-98
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    • 2006
  • Admixture materials are used in mixing concrete or mortar to improve quality and performance of the concrete. This study examines the potential use of talc as a substitute for cement, the benefits of recycling waste resources for economical efficiency and quality improvement of concrete. The test was carried out by replacing the plain mix with fine grains of talc at the rate of 10%, 20%, and 30%. Talc was divided into three groups depending on the degree of pulverizing. For wet concrete, porosity, slump, bleeding per unit, and setting time by penetration resistance were measured; similarly, for dry concrete, strength and watertight Property were tested. Test results showed that the amount of bleeding and setting time could be shortened, but the strength and watertight proofing severely deteriorated. However, at the replacement rate of 10%, talc showed equal performance with the plain at all degrees of pulverization, which suggests its potential use as admixture material.