• Journal of the Korean Wood Science and Technology
• /
• 제14권2호
• /
• pp.36-42
• /
• 1986

Both the control and heated specimen of oak, hornbean, alder, poplar, red pine and pitch pine among domestic commercial species and taun imported were used for radial and tangential shrinkage and movement that occurred on changing the relative humidity of the atmosphere from 90 percent to 60 percent at $25^{\circ}C$. The results of this study were as follows. 1. The radial and tangential shrinkage of the control and heated hornbean and oak wood, except alder, of high specific gravity showed greater than species with low specific gravity. The ratio of tangential to radial shrinkage was 1.46 for taun to 2.70 for alder. Green volume specific gravity of the heated and soaked specimen of all species except poplar decreased 1.5 to 3.1 percent. Shrinkage of the heated specimen increased more than that of the control specimen, and antishrink efficiency of all timbers except alder had negative value. Shrinkage from green to air dry of treated specimens increased more than case of total shrinkage, and radial shrinkage of those specimen increased greater than tangential shrinkage. 3. The movement of the heating specimen for 120 hours decreased than those of the control and the heating specimen for 240 hours. The movement of heating oak, poplar, red pine and pitch pine (or 240 hours increased rather than those of the control specimen.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
• /
• pp.269-272
• /
• 2004

After concrete casts, temperature decent and shrinkage bring volume changes of concrete pavement. Microcracking and cracking in concrete pavement are caused by these volume changes. As a result, durability of concrete pavement is deteriorated. Recently, Very-Early Strength Latex Modified concrete(below:VESLMC) from the beginning of High-Way is used as urgent repair material for bridge deck. The advantage of VESLMC is that compressive and flexural strength at 3 hours age are 4.5MPa and 21MPa respectively. It allows the traffic to open in 3 hours. But, this material has the problem which is early-age shrinkage cracking caused by water self-dissipation with rapid hydration reaction and water evaporation with body dry. Unfortunately, until now, the research about early-age shrinkage of VESLMC leaves something to be desired. Therefore, the purpose of this study is to present the early-age shrinkage of VESLMC respect to latex contents and shrinkage ratio to maximum length change that can help field engineers' skill. Latex contents of 0, 5, 10, 15, $20\%$ in standard of same workability in VESLMC are selected by experimental variables. After initial set, shrinkage value was measured with 10mm LVDT for 3 days. The results of maximum shrinkage ratio were 0.019, 0.017, 0.023, $0.027\%$ respectively.

• 한국건축시공학회지
• /
• 제15권4호
• /
• pp.359-365
• /
• 2015

본 연구에서는 바닥 모르타르에 발생하는 균열을 방지하기 위해, 팽창성이 있는 재료인 알파반수석고를 활용한 비소성결합재 기반 바닥 모르타르의 경화특성 및 건조수축 특성을 평가하고, 건설현장에 적용하여 외기환경에 노출된 조건에서 바닥 모르타르의 수축변형 거동 및 균열 발생여부를 검토하였다. 그 결과, 슬래그계 바닥 모르타르의 경우 시멘트계 모르타르에 비해 초결 및 종결시간이 급격히 단축되었고 압축강도는 관련기준을 만족하는 것으로 확인되었으며, 초기에 팽창 변형 이후의 수축변형 거동은 시멘트계 모르타르와 유사한 경향을 나타내었다. 슬래그계 바닥 모르타르의 현장 적용 결과 균열이 발생하지 않았으며, 외기환경 조건에 의한 변형률의 차이가 크지 않아 시멘트계 바닥 모르타르에 비해 치수안정성이 큰 것으로 판단된다.

• Advances in concrete construction
• /
• 제7권3호
• /
• pp.175-181
• /
• 2019

Low-calcium fly ash (LCFA) were used to prepare cement/LCFA specimens in this study. The basic physical properties including water demand, fluidity, setting time, soundness and drying shrinkage of cement/LCFA paste were investigated. The effects of curing time, immersion time and wet-dry cycles in 3% $Na_2SO_4$ solution on the compressive strength and the microstructures of specimens were also discussed. The results show that LCFA increases the water demand, setting time, soundness of cement paste samples. 50% and 60% LCFA replacement ratio decrease the drying shrinkage of hardened cement paste. The compressive strength of plain cement specimens decreases at the later immersion stage in 3% $Na_2SO_4$ solution. The addition of LCFA can decrease this strength reduction of cement specimens. For all specimens with LCFA, the compressive strength increases with increasing immersion time. During the wet-dry cycles, the compressive strength of plain cement specimens decreases with increasing wet-dry cycles. However, the pores in the specimens with 30% and 40% LCFA at early ages could be large enough for the crystal of sodium sulfate, which leads to the compressive strength increase with the increase of wet-dry cycles in 3% $Na_2SO_4$ solution. The microstructures of cement/LCFA specimens are in good agreement with the compressive strength.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
• /
• pp.183-188
• /
• 1997

From a viewpoint of construction cost and preserving management of pavement, a policy of domestic pavement was gradually spreaded concrete pavement rather than asphalt. But the use of concrete with ordinary portland cement has shortages, such as dry-shrinkage, low flexural strength, etc. In order to overcome these problems, the concrete pavement using CSA expansive additive (Non-Shrinkage Cement) was studied and carried out the fie이 application. As the results, we find out Non-Shrinkage Cement that was distinguished in short-term construction by increasing flexural strength, shrinkage compensating and low-heat evaluation compared with OPC concrete.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2008년도 추계 학술논문 발표대회
• /
• pp.85-88
• /
• 2008

As super-high-strength concrete uses a large amount of binder, there is an autogenous shrinkage strain larger than dry shrinkage and it degrades the quality of structures. Thus, we need a technology to minimize the shrinkage strain of super-high-strength concrete. Accordingly, the present study prepared super-high-strength concrete with design strength of over 100MPa and, using an embedded gauge, measured the shrinkage strain of free shrinkage specimens for super-high-strength concrete containing expansion agent. According to the results of this study, the expansion rate of concrete increased in the early stage due to the admixture of expansion agent, but the shrinkage rate went down with the lapse of time. The effect of the admixture of expansion agent on compressive strength appeared insignificant. Further research shall be made on different kinds of expansion agents and various mixture ratios for basic analysis to reduce autogenous shrinkage of super-high-strength concrete.

• Journal of the Korean Wood Science and Technology
• /
• 제30권4호
• /
• pp.41-50
• /
• 2002

국산재의 합리적이고 효율적인 사용을 위하여 상수리나무와 일본잎갈나무의 소형 무결점 시편에 대한 열전도율과 수축율 실험을 실시하였다. 모든 시편은 상대습도 86, 66, 20% 및 온도 23℃인 항온항습기에서 함수율 18, 12, 5%순으로 3회 반복·조습처리하였다. 상수리나무와 일본잎갈나무의 방사방향 및 접선방향의 수축율은 모든 함수율에서 주기(cycle)의 증가에 따라 감소하였다. 또한 전건비중이 증가할수록 방사방향 및 접선방향 수축율은 증가하였다. 열전도율은 주기가 증가하면 모든 함수율에서 증가하는 경향을 나타냈다. 그리고 열전도율과 수축율은 전건비중 및 함수율과 매우 높은 상관계수를 나타냈다.

• 한국도로학회논문집
• /
• 제7권2호
• /
• pp.33-43
• /
• 2005

시멘트 안정처리 기층은 강성기층으로 러팅 저항성이 크고 상부하중 분산, 피로균열저항, 기층 보조기층의 파손 감소의 효과가 있으며 경제성이 뛰어나다는 장점이 있다. 그러나 건조수축에 의한 반사균열로 인하여 국내에서는 CTB가 전혀 적용되지 못하고 있는 실정이다. 따라서 본 연구는 국내에 CTB적용을 위한 기초연구로써 반사 균열을 최소화하기 위해 건조수축을 억제할 수 있는 저수축 시멘트 안정처리 기층 재료개발을 시도하였다. 건조수축 이론을 고찰하여 건조수축 저감방안을 수립하였고 건조수축에 미치는 영향인자를 선정하였으며, 각 혼화재의 메커니즘을 분석한 후 실내 실험 및 현장실험을 수행하였다. 예비실험을 통하여 플라이 애쉬 첨가비율은 25%로 제안하였고 시멘트량은 모든 배합이 도로공사 린 기층의 허용강도를 만족하는 7%로 하였다. 본 실험 결과를 바탕으로 강도, 건조수축율, 경제성을 고려한 결과, 플라이 애쉬 25%, 플라이 애쉬 25%에 팽창재를 10%를 혼합한 배합을 대안으로 결정하였다. 실내실험에서 결정된 대안을 현장 실험에 적용한 결과 플라이 애쉬(25%)+팽창재(10%)가 최적의 저수축 시멘트 안정 처리 기층 배합임을 제시하였다.

• 월간포장계
• /
• 통권289호
• /
• pp.84-87
• /
• 2017

• 한국의류산업학회지
• /
• 제12권1호
• /
• pp.114-121
• /
• 2010

Denim is one of the most frequently used fabrics for blue jeans. After washing denim fabric frequently changes its size and color. Salespersons recommended that after purchasing blue jeans customers should dry clean them once before washing. The aim of this study was to investigate to what degree washing with a household washing machine and dry cleaning affected the dimensions and the color of denim fabric. The denim fabric shrank greatly after the first laundering in warp direction regardless of whether it had been dry-cleaned or not. However, it shrank little from the second to the tenth laundering and after each number of dry cleanings. The thickness of the denim changed in the same way as the shrinkage occurred when the number of launderings or dry-cleanings increased. Although the indigo came out of the denim into washing liquor, both of the $L^*$ values and the $b^*$ values of the laundered and the dry-cleaned denim fabrics were lower than those of the control fabric. Darkening of the fabric after washing attributed to the shrinkage in warp; specifically the deep-blue warp yarns more spaced on the fabric face and the back. The $L^*$ and $b^*$ values of the dry-cleaned fabric decreased less than those of the laundered. The value of $a^*$ increased much less than the other values. Staining of the white cotton fabric laundered with the denim fabrics became less as the number of launderings increased. The degree of staining from the dry-cleaned denim was much lower than that of the laundered fabric.