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소아에서 서혜부탈장 수술 후 장골서혜신경 및 장골하복신경 차단술과 창상국소주사의 진통효과 비교
박대근,이남혁,Park, Dae-Geun,Lee, Nam-Hyuk 대한소아외과학회 2014 소아외과 Vol.20 No.1
The present study compared the postoperative analgesic effects of ilioinguinal and iliohypogastric nerve block with infiltration of local anesthetics (bupivacaine) into the wound in children after inguinal hernia repair. Ninety children below 7 years old who were scheduled elective inguinal hernia repair were randomly allocated into one of three groups. The patients in nerve block (NB) group, ilioinguinal and iliohypogastric nerve block was done with 0.5 mL/kg of 0.25% bupivacaine. The patients in infiltration of local anesthetics (LI) group, 0.5 mL/kg of 0.25% bupivacaine was infiltrated into the wound after surgery. The patients in control group were allocated as a Control group. Postoperative pain was assessed at 1, 3, 5, and 24 hours after operation with FLACC scale and additional analgesic consumption were counted. The three groups were not significantly different in age, sex, body weight, and duration of operation. Pain scores at 1 hour and 3 hours after operation were significantly higher in Control group than in NB group and LI group (p<0.01), whereas there were no difference between NB group and LI group. The rescue analgesics administration was significantly higher in Control group (n=11) than in NB group (n=6) and LI group (n=7) (p<0.05). There were 2 cases of transient femoral nerve palsy in NB group. Both of ilioinguinal and iliohypogastric nerve block and infiltration of local anesthetics into the wound provided effective postoperative analgesia in early postoperative period following inguinal hernia repair in children. But no difference between the two methods. Technically, infiltration of local anesthetics into the wound was easier and safer than ilioinguinal and iliohypogastric nerve block.
박대근,서영찬,안성순,김형배,Park, Dae-Geun,Suh, Young-Chan,Ann, Sung-Sun,Kim, Hyung-Bae 한국도로학회 2004 한국도로학회논문집 Vol.6 No.2
콘크리트포장에 초기균열을 일으키는 중요한 인자 중 하나는 콘크리트 내부의 초기온도이다. 따라서 콘크리트포장의 초기균열 발생원인을 연구하기 위해서는 초기온도를 계측하여 분석하는 일이 필요하다. 본 논문에서는 초기균열이 발생하는 슬래브 장소와 초기균열의 발생시간이 초기온도패턴에 어떤 영향을 받는지를 검증하였고 더불어, 줄눈부에서 발생하는 균열의 발생시점과 시공시간과의 관계도 알아보았다. 본 논문을 위해서 "중부내륙고속도로 여주-충주간 제 1공구 시험도로 건설공사구간 STATION 1+400$\sim$1+700" 지점에서 시험시공이 이루어졌으며, 시공 후 72시간 동안 i-Button(온도계측센서)을 이용하여 온도계측을 시행하였으며, 초기균열의 거동은 Demec gauge를 사용하였으며, 초기균열 및 줄눈부 균열은 육안으로 확인하였다. 초기온도패턴과 초기균열의 분석 결과, 콘크리트의 초기온도패턴은 슬래브에 초기균열이 발생하는 위치와 시각에 영향을 주는 것으로 나타났다 초기균열균열은 온도낙차폭이 가장 큰 슬래브에서 발생하였으며, 그 시각은 슬래브의 온도가 급강하하는 새벽이었다. 또한, 콘크리트 슬래브의 거동이 인근 줄눈부에 발생한 초기균열에 따라 영향을 받으며. 줄눈부에 발생한 균열의 발생시기가 서로 다를 경우에 균열의 거동이 달라질 수 있다는 가능성이 제시되었다. 그 외에도, 오전에 시공한 슬래브에서의 균열 발생률이 오후에 시공한것보다 더 큰 것으로 나타났으며, 균열의 발생 간격이 큰 균열이 그렇지 않은 균열보다 더 큰 균열틈을 보였다. The temperature variation of concrete pavement at early-age significantly affects the initiation and propagation of its early-age cracks. This implies that the measurement and analysis of early age temperature trend are necessary to examine the causes of early age cracks in the concrete pavement. In this study, it is investigated how the early age temperature trend in concrete pavement affects the random crack initiation and behaviors of saw-cut joints using the actual construction site which is located at the KHC test road. During 72 hours after placing the concrete pavement, the ambient air temperature and temperatures at the top, middle, and bottom in concrete pavement were measured and the random crack initiation in concrete slabs and early age behaviors in the joints were surveyed. The investigation results indicate that the first random crack was initiated at one of the slabs placed in the early morning which have higher temperature changes during early 72 hours. The movement of slab was influenced by the early-age crack in the joint. It suggested that the different occurrence time of the cracks in the joint had an influence on the behavior of the cracks. Besides, the slab constructed In the morning had higher possibility of crack initiation than that in the afternoon. The rarely occurred cracks had bigger gap than other cracks.