Earticle

초록

영어

Recently, abnormal climate changes have caused climate problems such as floods and droughts, and many reservoir structures have been installed in Korea as a rainwater treatment method to solve this problem. However, such storage structures also leave improvements such as restrictions on installation, increased maintenance costs, and environmental pollution due to their size, and development of more economical and eco-`friendly rainwater penetration storage facilities is required. In this study, the previously developed loess storage block was explained, and the structural stability of the storage block was reviewed using the MIDAS Gen. The maximum generated stress of the installed storage block is 0.47MPa, which is within 1.7% of the compressive strength of the evaluation target, and the upper bending stress is 0.2MPa, which is within 2.8% of the actual bending strength. It can be confirmed that the structural stability is sufficient for the fixed load and activation applied to the structural analysis.

목차

Abstract
1. 서론
1.1 연구배경
1.2 연구목적
2. 조립식 빗물 침투형 저류블록의 개발
2.1 조립식 빗물 침투형 저류블록의 구성
2.2 조립식 빗물 침투형 저류블록의 특징
2.3 조립식 빗물 침투형 저류블록의 물성
3. 조립식 빗물 침투형 저류블록의 구조안전성 해석
3.1 해석개요
3.2 해석대상
3.3 해석조건
3.4 해석결과
4. 결론
REFERENCES

저자

• 최형길 [ Choi, Hyeonggil | 경북대학교 건축학부 부교수 ]
• 이태규 [ Lee, Taegyu | 세명대학교 소방방재학과 조교수 ] Corresponding author
• 김호진 [ Kim, Hojin | 경북대학교 건설환경에너지공학부 박사과정, 한국화학융합시험연구원 책임연구원 ]
• 류정림 [ Ryu, Jungrim | ㈜에프엠웍스 기업부설연구소장 / 경북대학교 건축학부 겸임교수 ]
• 최희용 [ Choi, Heeyong | ㈜클레이맥스 대표이사 ]

참고문헌