• 제목/요약/키워드: Temporary Facilities

검색결과 162건 처리시간 0.031초

조립식 저류형 침투시설의 설계 및 공간적용 효과분석 (Design and Effectiveness Analysis of prefabricated Storage-type infiltration facility)

  • 이태구
    • KIEAE Journal
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    • 제16권6호
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    • pp.103-108
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    • 2016
  • Purpose: This study has developed economical and environmentally friendly storage type infiltration facilities that securing storage space inside the infiltration facility. It focused on preventing flooding rainfall as well as securing more groundwater through rainwater infiltration that is valuable for the dry season. In addition, this study compares the installation cost of the storage-type infiltration facility to the cost of the conventional rainwater management facilities to demonstrate the economic efficiency of the storage-based infiltration facility. Method: Unit infiltration of this facility is calculated and when it was applied to a certain capacity, the amount of countermeasures are proposed in case study. Result: Unit infiltration of it is $0.2541m^3/hr$ and un it Temporary storage of it is $1.054m^3/m$. As a result, the infiltration effect of this facility is $1.306m^3/hr$. The cost was approximately 30% reduction in time to apply the storage type infiltration facility as compared with the case to apply the existing penetration of the facilities. Since the penetration of the existing facilities is smaller than that and it has much securing volume to process the same the amount of countermeasures. Therefore, it is determined that the cost significantly increases in material cost part. On the other hand, storage type infiltration facility is installed a small quantity because Unit Temporary storage and infiltration are bigger than that. So, it occurred to reduce material and installation costs.

이재민 맞춤형 실내 임시주거시설의 생활서비스 개선을 위한 서비스디자인 연구 (A Study on the Service Design for the Improvement of Living Service in the Temporary Residential Facilities for the Victims)

  • 김창룡;김정우
    • 한국재난정보학회 논문집
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    • 제16권3호
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    • pp.526-541
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    • 2020
  • 연구목적: 본 논문은 서비스디자인 방법론을 통해 이재민들의 니즈와 불만사항을 파악 및 분석하여 문제점을 도출하고 이를 개선할 수 있는 실내 임시주거시설에서의 맞춤형 생활서비스를 제공하는 것을 목적으로 한다. 연구방법:더블 다이아몬드 프로세스에 맞춰 발견, 정의, 개발, 그리고 전달 순으로 진행한다. 발견 단계에서는 선행연구 분석과 설문 조사를 통해 이재민의 니즈와 불만사항을 파악한다. 정의단계에서는 실내 임시주거시설 생활서비스의 문제점을 좀 더 구체화하기 위해 페르소나 기법과 시나리오를 작성한다. 개발 단계에서는 현재 실내 임시주거시설에서 제공하는 모든 서비스 프로세스를 상세하게 도식화하여 서비스 블루프린트 작성 및 기존 서비스 전달 과정에서 문제가 발생하는 구간을 발견한다. 전달 단계에서는 문제가 발생하는 단계의 문제점을 개선한 서비스와 기존 서비스 비교한 뒤 개선방안을 제시한다. 연구결과: 실내 임시주거시설에 제공되는 생활서비스 중 이재민과 일반인들이 중요하다고 생각하는 프라이버시 보장 서비스, 노인 돌봄 서비스, 식사·빨래 서비스 문제를 개선할 수 있는 서비스 해결방안을 제시한다. 결론: 본 논문을 통해 제시한 해결방안을 적용한다면 실내임시주거시설에서 크게 문제가 되는 프라이버시 문제, 노인 돌봄 서비스 문제, 그리고 식사·빨래 서비스 문제 개선에 도움이 될 것으로 사료된다.

사용자의 거주성을 고려한 이재민 임시주거시설 현황 분석과 계획적 시사점 (Current Status and Implication for the Planning of Emergency Shelter Considering Users' Habitability)

  • 김미경;김은정
    • 한국실내디자인학회논문집
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    • 제25권6호
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    • pp.23-31
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    • 2016
  • The study aims to identify the existing problems and suggests the implication for the planning of emergency shelter in terms of users' habitability. The results of the study show that the concept of shelters for disaster victims need to set up and be distinctively defined as emergency phase and temporary residency phase. In emergency phase, the various types of buildings and facilities should be considered as temporary shelters for disaster victims such as transitional shelters including the public facilities. Based on the results of the critical review, this research proposed an analytic framework emphasizing habitability for disaster victims including vulnerable people such as the disabled, the aged, women and children. The framework is composed of four dimensions: safety, health, convenience and comfortability. The manual guidelines for emergency shelters should reflect the barrier-free design or universal design for various types of disaster victims considering habitability to provide the positive opportunity and future hope for restoration after disaster. This research can be a basis for the planning and application of temporary shelters for disaster victims.

공사현장 근로자의 임시소방시설에 대한 집단 간 Ambivalence 차이분석 (Analysis of Ambivalence Differences among Groups for Temporary Firefighting Facilities of Workers at Construction Sites)

  • 문필재;공하성
    • 문화기술의 융합
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    • 제7권4호
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    • pp.765-778
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    • 2021
  • 이 연구는 공사현장 근로자의 임시소방시설에 대한 집단 간의 사전 지식을 비교 문제점을 도출하고 그에 맞는 개선방안을 강구하여 화재사고를 미연에 예방하는데 연구의 목적이 있다. 연구결과는 다음과 같다. 첫째, 소화기의 경우 시공사, 감리원, 협력사 근로자와 소화기 관리책임자를 지정 간 통계적으로 유의하였다. 시공사 공종별로 소화기 관리책임자를 지정이 필요하다고 응답한 소방관리자 87%, 설비감독자 70%로 차이가 있음을 알 수 있었고, 이는 근로자들이 임의로 화기 작업장으로 이동하여 배치하고 작업 후 그냥 방치하는 사례가 많기 때문에 소화기 관리책임자를 지정하고 수시로 점검하고 재배치하는 관리지정이 필요하다. 둘째, 간이소화장치의 경우 시공사, 감리원, 협력사 근로자와 간이소화장치 무단사용 시 벌칙적용 간 통계적으로 유의하였다. 셋째, 비상경보장치의 경우 시공사, 감리원, 협력사 근로자와 임시방송설비로 비상경보음 발생 적용 간 통계적으로 유의하였다. 넷째, 유도등의 경우 시공사, 감리원, 협력사 근로자와 통로유도등 및 비상조명등 연계 적용 간에는 통계적으로 유의하였다. 협력사 공종별로 피난구 유도등과 통로유도등 및 비상조명등 연계 적용은 건축근로자 65%, 전기근로자 55%가 통로유도등 및 비상조명등 연계 적용 차이가 있음을 알 수 있었다. 이는 건축물 구조상 피난구 유도등의 사각지대를 해소하기 위해서 통로유도등 및 비상조명등과 연계 적용하여 출입문의 방향을 먼 거리에서도 쉽게 구별하여 작업자가 인지하여 안전하게 대피하는 장치가 필요하다.

일제 강점기 철도건축에 관한 연구 (A Study on the Korean railway architecture during the Japanese ruling period)

  • 이경철
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2004년도 춘계학술대회 논문집
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    • pp.440-444
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    • 2004
  • The purpose of this study is to analyse the characteristics of Korean railway architectural facilities constructed during the Japanese ruling period through an examination on the historical documents. The findings of this study are as follows: Firstly, the Japanese railway adminstration authority in Korea defined the criterion for each architectural facilities according to the climate zone. Secondly, these criterion were object to modification by the geo-political. changes and the augmentation of demands. Thirdly, each architectural facilities had been remodeled or expanded, from a temporary building type to a more permanent type, consequently by the development of the Korean railway network.

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현장계측과 수치해석을 이용한 가설 흙막이 구조물의 변형특성 연구 (Deformation Behaviors of Temporary Tieback Wall during Excavation Works)

  • 김종우
    • 터널과지하공간
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    • 제5권3호
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    • pp.223-229
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    • 1995
  • During excavation works for underground facilities, temporary tieback wall with earth anchor system was investigated for safety's sake. An excavation 9.7 meter deep was monitored by slope inclinometer in twelve measuring points. Instrumented lateral displacements of the wall during 177 days are represented. Especially, lateral displacements of the two positions under completely different condition are compared to investigate the effect of backfilling between soldier pile and the soil behind wall. The deformation behaviors of the wall according to both depth and elasped time are discussed. Finally, a numerical analysis by the program FLAC was performed, and calculated displacements are compared to measured ones.

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Characteristic of indoor air quality according to ventilation in a temporary residential building

  • Chae, Ho-Byung;Nam, Yujin;Sung, Min-Ki;Kim, Jong-Hun
    • KIEAE Journal
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    • 제15권1호
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    • pp.5-12
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    • 2015
  • Recently, natural disasters have unexpectedly occurred at various places in the world and the countermeasure of them become the social issues. Many of victims in disasters need temporary residential facilities above all things and many of researches have been conducted in order to develop simple, safe, and economic designs of them. Moreover, indoor thermal comfort and air quality must be considered in the facilities against a disaster, because clean and healthy space should be provided to the suffered victims. In this research, in order to estimate the indoor environment of the developed modular building for disaster preparation, CFD simulation was conducted in the various condition. In this paper, indoor air quality such as the age of air, the concentration of $CO_2$ was estimated by the case study

Optimization Algorithms for Site Facility Layout Problems Using Self-Organizing Maps

  • Park, U-Yeol;An, Sung-Hoon
    • 한국건축시공학회지
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    • 제12권6호
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    • pp.664-673
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    • 2012
  • Determining the layout of temporary facilities that support construction activities at a site is an important planning activity, as layout can significantly affect cost, quality of work, safety, and other aspects of the project. The construction site layout problem involves difficult combinatorial optimization. Recently, various artificial intelligence(AI)-based algorithms have been applied to solving many complex optimization problems, including neural networks(NN), genetic algorithms(GA), and swarm intelligence(SI) which relates to the collective behavior of social systems such as honey bees and birds. This study proposes a site facility layout optimization algorithm based on self-organizing maps(SOM). Computational experiments are carried out to justify the efficiency of the proposed method and compare it with particle swarm optimization(PSO). The results show that the proposed algorithm can be efficiently employed to solve the problem of site layout.

RISK ASSESSMENT USING BIM BASED SAFETY MANAGEMENT SYSTEM

  • Hongseob Ahn;Hyunjoo Kim;Wooyoung Kim
    • 국제학술발표논문집
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    • The 4th International Conference on Construction Engineering and Project Management Organized by the University of New South Wales
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    • pp.107-110
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    • 2011
  • The key role in safety management is to identify any possible hazard before it occurs by identifying any possible risk factors which are critical to risk assessment. This planning/assessment process is considered to be tedious and requires a lot of attention due to the following reasons: firstly, falsework (temporary structures) in construction projects is fundamentally important. However, the installation and dismantling of those facilities are one of the high risk activities in the job sites. Secondly, temporary facilities are generally not clearly delineated on the building drawings. It is our strong belief that safety tools have to be simple and convenient enough for the jobsite people to manage them easily and be flexible for any occasions to be occurred at various degrees. In order to develop the safety assessment system, this research utilizes the BIM technology and collects important information by importing data from BIM models and use it in the planning stage.

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가배수 터널을 이용한 이상홍수 대비 단면확보에 관한 연구 (A Study on the Cross Section Insurance to Provide for the Extraordinary Flood for the Reservoir of the Temporary Division Tunnel)

  • 백원현;박기범;지홍기
    • 한국환경과학회지
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    • 제17권7호
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    • pp.733-741
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    • 2008
  • The object of this study is the safety insurance of the dam to provide for the extraordinary flood. The safety insurance of the reservoir was taken by the preparatory discharge using the temporary division tunnel used during the reservoir construction. In this study, the Sungju reservoir was simulated. The existing discharge facilities of the intake tower of the Sungju reservoir could nat have influence on the flood control. When the Sungju reservoir operated to begin preparatory discharge for 48 hrs by the temporary diversion tunnel that have discharge of an 20-years frequency, the water level was lowered about 20 cm. When the Sungju reservoir operated to begin the continuous discharge after the preparatory discharge, the water level was lowered over 1m but the downstream at risk was caused by the resulted. If it is possible to operate to begin the preparatory discharge of the reservoir for 24 hrs by the temporary diversion tunnel, that will improve the flood control faculty of the reservoir without other hydraulic structure and safety of the Sungju reservoir will be higher.