• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2012년도 추계 학술논문 발표대회
• /
• pp.171-172
• /
• 2012

In this study the continuous rectangular spiral hoop is used for saving cost and time, solving manpower shortage, and the quality of structures. Generally the use of continuous spiral reinforcement in reinforced concrete elements improve the strength and the ductility of the concrete. Savings in cost and time is demonstrated with the continuous rectangular spiral hoop through the mock up test of beam and column elements. In case of a 4m column element the time of rebar work decreases up to 40% compared with traditional hoop, and in case of a 8m beam the time also decreases 40%. This study present the construction method and details.

• 대한환경공학회지
• /
• 제31권6호
• /
• pp.419-427
• /
• 2009

초음파 기술의 연속식 처리 적용성에 대한 연구를 수행하기 위해서 584 kHz 다중 조사 반응조를 제작하여 회분식과 연속식 조건에서 TCE 수용액의 초음파 분해 실험을 수행하였다. 600 W의 3면과 4면 조사 조건에서의 회분식 실험 결과, TCE의 1차 저감 속도 상수는 4면 조사 조건에서 더욱 큰 것으로 나타났으며, $H_2O_2$와 CT의 발생은 두 조건 모두 비슷한 것으로 나타났다. 600 W 4면 다중 조사 조건에서 67${\sim}$300 mL/min의 유량 범위에서 정상 상태에서의 TCE 제거율은 83에서 48%로 약 35% 감소하였다. 100 mL/min, 600 W의 4면 다중 초음파 조사 조건에서 100${\sim}$600 W로 초음파 출력을 증가시킬 때 정상 상태에서 TCE의 제거율은 14에서 75%로 61% 증가하였다. 600 W의 4면 다중 조사 조건에서 100mL/min의 유량으로 실제 TCE 오염지하수에 대한 초음파 분해를 수행한 결과 증류수에서의 제거율 75%에 비해 약 10% 정도 감소하여 약 65%로 나타났다.

• 한국건축시공학회지
• /
• 제13권3호
• /
• pp.291-305
• /
• 2013

This paper presents the continuous hoop reinforcement method as a means to overcome the difficulty of rebar construction due to the seismic detail of lateral reinforcement. Because the continuous hoop has no seismic hook, and there is less interference during the rebar work, rebar quantities and construction time can be reduced. Since the details of column and beam continuous hoops are different from those of conventional lateral reinforcements, the construction method should be developed through mock-up tests. The length of the beam mock-up is 8m and the section size is $500mm{\times}700mm$, the height of the column mock-up is 2.8m and 4m, and the section size is $800{\times}800mm$. The length and the size are determined based on the elements that are generally used in reinforced concrete basement parking lots and office buildings. The results of the mock-up test showed that the quantities of rebar could be reduced by 20% and the time could be reduced by up to 40% compared with conventional lateral reinforcements.

• Korea-Australia Rheology Journal
• /
• 제19권3호
• /
• pp.171-176
• /
• 2007

LCD-BLU (Liquid Crystal Display-Back Light Unit) of medium size is usually manufactured by forming numerous dots with $50{\sim}300\;{\mu}m$ in diameter by etching process and V-grove shape with $50\;{\mu}m$ in height by mechanical cutting process. However, the surface of the etched dots is very rough due to the characteristics of the etching process and V-cutting needs rather high cost. Instead of existing optical pattern made by etching and mechanical cutting, 3-dimensional continuous micro-lens of $200\;{\mu}m$ in diameter was applied in the present study. The continuous micro-lens pattern fabricated by modified LIGA with thermal reflow process was tested to this new optical design of LGP. The manufacturing process using LIGA-reflow is made up of three stages as follows: (i) the stage of lithography, (ii) the stage of thermal reflow process and (iii) the stage of electroplating. The continuous micro-lens patterned LGP was fabricated with injection molding and its test results showed the possibility of commercial use in the future.

• 대한안전경영과학회지
• /
• 제2권4호
• /
• pp.33-43
• /
• 2000

The consequence analysis for the unconfined vapor cloud explosion(UVCE) accident by the continuous release of butane vapor was performed and effects of process parameters on consequences were analyzed in standard conditions. For the case of continuous release(87.8 kg/s) of butane vapor at 8 m elevated height in the debutanizing process of tile naphtha cracking plant operating at 877 kPa ＆ 346.75 K, we found that combustion ranges of dispersed vapor estimated by HMP model were 11.2~120.2 m and overpressures estimated by TNT equivalency model at 200 m were about 37.35~55.1 kPa. Also, overpressures estimated by Model UVCE I based on advective travel time to $X_{LFL}$ were smaller than those estimated by Model UVCE IIbased on real travel time between $X_{UFL}$ and $X_{LFL}$. At the same time, damage intensities at 200 m and effect ranges by overpressure could be predicted. Furthermore, simulation results showed that effects of operating pressures on consequences were larger than those of operating temperatures and results of accidents were increased with increasing operating pressures. At this time, sensitivities of overpressures for UVCE accident by the continuous release were about 5 kPa/atm.

• 대한화학회지
• /
• 제33권4호
• /
• pp.388-398
• /
• 1989

기체 감응막전극을 이용하여 수용액 중의 아질산이온을 연속${\cdot}$자동화법으로 정량하는 방법을 개발하였다. 이 방법에서 최종검출기로 쓴 이온선택성 전극은 관형 PVC막 pH 전극이었다. 장치계의 최적조건에서 구한 아질산이온 표준시료에 대한 전극의 감응기울기는 63.5mV/decade 이었으며, 직선감응 범위는 $2.5{\times}10^{-4}\; M{\sim}7.5 {\times} $10^{-2}$M 이었고, 검출한계는 $8.0{\times} 10^{-5}$M이었다. 이 방법은 다른 정량법보다 산성기체종의 방해를 적게 받을 뿐만 아니라 정량에 필요한 시간도 훨씬 단축할 수 있었다.

• Restorative Dentistry and Endodontics
• /
• 제18권2호
• /
• pp.387-394
• /
• 1993

In order to investigate the effects of continuous and pH cyclic remineralization, artificial enamel carious lesions were produced on sections of about 2mm thickness of bovine incisor. 0.1M lactic acid solution adjusted to a pH of 4.3 and saturity of $2.98{\times}10^{-8}$ was used as demineralizing solution. The lesions were remineralized with the solution of pH 7.0 containing 1.5mM $CaCl_2$, 0.9 mM $KH_2PO_4$ and 20mM Hepes. In continuous remineralization procedure, the specimens were immersed in remineralizing solution continuously for 72 hours. In pH cyclic remineralization procedure, the sections were immersed in remineralizing solution for 6 hours and in dermineralizing solution for 20 minutes alternately during 72 hours. The effect of remineralization was determined by polarizing microscopy and electron microprobe analysis. The obtained results were as follows. 1. In case of continuous remineralization, the lesion depth was reduced partially or unchanged. 2. In pH cyclic condition, the thichness of surface layer and the lesion depth were increased simultaneously. 3. The mineral content of lesion was recovered to the level of sound enamel by remineraiization.

• 공업화학
• /
• 제16권1호
• /
• pp.34-38
• /
• 2005

직경이 0.102 m이고 높이가 2.5 m인 유동층 액-액 추출기에서 액적의 크기와 분포 그리고 상승속도의 특성에 대하여 연구하였다. 분산상(0~0.04 m/s)과 연속상(0.02~0.14 m/s)의 유속변화, 그리고 유동고체 입자의 크기변화(1.0, 2.1, 3.1, 6.0 nm)에 따른 액적의 특성을 검토하였다. 액적의 흐름 거동은 추출기 내부에서 액적의 흐름 거동은 분산상과 연속상의 증가와 액적의 크기에 따라 상당히 영향을 받았다. 액적의 크기는 분산상의 속도가 증가함에 따라 증가하였지만, 유동입자의 크기가 증가함에 따라 따라서는 감소하는 경향을 나타내었다. 그러나 연속상의 유속이 증가함에 따른 액적의 크기는 국부적인 최대값을 나타낸 후 감소하는 경향을 나타내었다. 액적의 크기와 상승속도는 실험변수들과 잘 상관됨을 알 수 있었다.

• 산업기술연구
• /
• 제3권
• /
• pp.103-116
• /
• 1983

Recent developments in multi-storey buildings for residential purpose have led to the extensive use of shear walls for the basic structural system. When the coupled shear wall system is used, joined together with cast-in-place concrete or mortar (or grout), the function of the continuous joints is a crucial factor in determining the safety of L.P. Precast concrete shear wall structures, because the function of the continuous joints(Vertical wall to wall joints) is to transfer froces from one element(shear wall panel) to another, and if sufficient strength and ductility is not developed in the continuous joints, the available strength in the adjoining elements may not be fully utilized. In this paper, the influence of the stiffness of vertical joints(wet vertical keyed shear joints) on the behaviour of precast shear walls is theoretically investigated. To define how the stiffness of the vertical joints affect the load carrying capacity of L.P.Precast concrete shear wall structure, the L.P.Precast concrete shear wall structure is analyzed, with the stiffness of the vertical joints varying from $K=0.07kg/mm^3$(50MN/m/m) to $K=1.43kg/mm^3$(1000MN/m/m), by using the continuous connection method. The results of the analysis shows that at the low values of the vertical stiffness, i.e. from $K=0.07kg/mm^3$(50MN/m/m) to $K=0.57kg/mm^3$(400MN/m/m), the resisting bending moment and shearing force of precast shear walls, the resisting shearing force of vertical joints and connecting beams are significantly affected. The detailed results of analysis are represented in the following figures and Tables.

• 한국화재소방학회논문지
• /
• 제12권2호
• /
• pp.3-15
• /
• 1998

나프타분해플랜트의 부탄추출공정에서 부탄중기의 연속누출에 의한 제트화재와 플래쉬화재의 사고 결과에 대환 영향을 평가하고 사고결과에 미치는 공정변수들의 영향을 해석하였다. 877 kPa과 346.75 K의 공정조건에서 부탄중기가 87.8 kg/s의 속도로 8m의 높이에서 연속누출되 는 경우에 표준조건으로 껄정한 대기 및 환경조건에서 사고결과를 해석한 결과, 제트화재에서는 화염 의 형태와 크기를 예측할 수 있었으며 누출지점으로부터 200m에서 API모델로 산출한 복사열은 약 5 kW /m2이었고 플래쉬화재가 일어날 수 있는 연소범위는 11.2-120.2 m이었다. 그리고사고결과에 미치는조업합력의 영향은조업은도보다크며 압력이 증가할수록사고결과값이 중가하였다. 이때 플래쉬화재에서 XUFL에 미치는 공정압력의 영향은 Xr.FL에서보다 약 1/10이하를 나 타내었다.