• 제목/요약/키워드: Road construction site

검색결과 270건 처리시간 0.029초

도로 주행 시험을 통한 모듈러 유닛의 진동 특성 분석 (Analysis of Vibration Characteristics of Modular Unit by Road Test)

  • 곽명근;백정훈;설욱제
    • 대한건축학회논문집:계획계
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    • 제35권1호
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    • pp.29-35
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    • 2019
  • The unit modular system is a type of prefabricated construction method that completes the building by uniting the modular units on site by transporting the unit module structure manufactured in the factory to the site. Since the unit module structure is not only the frame but also the finished form including the inner and outer materials, it is most likely to be brought into the field. Therefore, not only the damage of the inner and outer materials but also deformation of frame structure due to the vibration generated during the transportation of the vehicle, And it is necessary to take appropriate methods when transporting the module structure. However, there are no methods to prevent modular structure damage due to vehicle vibration in domestic and foreign modular transportation guidelines or standards. In this study, we investigate the vibrations during the vehicle transportation of the module structure through the road driving test, identify the vibration frequency characteristics of the vehicle through FFT analysis, and propose a vibration reduction methods for module transportation.

도심지 개착식 굴착공사 붕괴사고 및 도로함몰 저감을 위한 우선 관리 요소 결정 (Determination of priorities for management to reduce collapse accident of open excavation and road sink in urban areas)

  • 성주현;정민형
    • 한국터널지하공간학회 논문집
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    • 제19권3호
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    • pp.489-501
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    • 2017
  • 도심지 개착식 굴착공사 중 발생하는 붕괴사고는 공사장 내에서의 인명 및 물질적 피해를 불러일으킬 뿐만 아니라, 공사장 주변의 지반침하로 인한 도로함몰 및 시설물 피해를 유발한다. 따라서, 도심지에서 개착식 굴착공사를 수행함에 있어서, 계획, 설계 및 시공의 건설 전체 단계에서 굴착공사 붕괴 방지를 위한 철저한 대비가 필요하다. 본 연구에서는 이와 같은 개착식 굴착공사 중 붕괴사고 예방을 위해, 중점적으로 관리되어야 할 우선 요소 결정 연구를 수행하였다. 먼저, 과거 흙막이 굴착공사의 사고사례 조사결과를 분석하고, 전문가 합의에 의한 의사결정 방법인 델파이 기법을 이용하여 붕괴 유발 요소에 대한 중요도를 산정하였다. 그 결과, 지하수 처리, 지반조사의 부실, 시공상의 불안정 등이 흙막이 공사 붕괴 예방을 위한 중점 관리 요소로 도출되었다.

Variation Determinants in Building Construction: Ghanaian Professionals Perspective

  • Asamaoh, Richard Oduro;Offei-Nyako, Kofi
    • Journal of Construction Engineering and Project Management
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    • 제3권4호
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    • pp.20-25
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    • 2013
  • Variation in construction means modification of design, changes in quality, quantity of work including the alteration of standard of materials or goods to be used in the work and the removal from site any kind of material not in accordance in the contract. In Ghana, Variation order has become major issue in the construction industry. This had resulted in cost overruns, delay and in some contracts dispute, between parties. The aim of this paper was to identify the root causes of variation; effects of variations on projects in Ghana and the means of reducing the impact of variation order. The method of the study involved literature review, primary data collection, interview and closed - ended- questionnaires. Mean Scores Method was used to rank the identified factors causing variation. Analysis Of Variance Test was use to test for the significant difference between means among the professional groups. The study revealed that most causes of variation were change of design by client and inadequate working details. Establishment of oversight project management committee and flow of information were identified as means of controlling variations during project administration.

동적 지반물성측정장치(SIH, Soil Impact Hammer)의 국내 적용성 평가 (Investigation of Domestic Application for Soil Impact Hammer(SIH))

  • 박재영;석정우;황대진;양구승
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 가을 학술발표회 논문집
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    • pp.411-418
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    • 2002
  • In domestic road construction sites, the compaction control based on strength are widely performed through the direct method with high accuracy, such as Plate Loading Test or Field CBR test. It is impossible to manage all construction sites using the direct method because the direct method requires heavy reaction loads and long measurement time. Therefore, it is necessary to apply the indirect method that could control the relative density of construction sites on the whole. Indirect methods, such as Cone Penetration Test and Fall Cone Test, require extra time for data analyzing and fixed area for test device. In this paper, the field applicability of Soil Impact Hammer (SIH) was investigated comparing with the results of field measurement tests and laboratory compaction tests. SIH developed by Japan Construction Administration and Asanuma Ltd., is a kind of indirect methods for compaction checking. According to the results of SIH performed in domestic road construction site, the subgrade reaction modulus obtained from SIH are similar to that from Plate loading tests in the range of 10 to 40. In comparison with laboratory compaction test, similar compaction line are shown in the dry side of optimum moisture contents.

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도로공사 대표공종의 생산성 정보 개발에 대한 연구 (A Study on the Development of Work-Crew based Daily-Productivity for Representative B.O.Q Item in Road Project)

  • 서지형;박형근
    • 한국건설관리학회논문집
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    • 제12권6호
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    • pp.42-53
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    • 2011
  • 2004년 예정가격 산정방법으로 실적공사비 적산제도가 본격적으로 시행되면서 상대적으로 표준품셈 적산제도의 적용이 하락하였다. 그러나 2010년 하반기 예정가격 산정시 표준품셈 적산제도의 적용비중은 45%이며, 여전히 높은 적용비중을 유지하고 있다. 현행 표준품셈은 예정가격의 산정에 과도한 시간이 소요되고, 시공계획과 자원분배에 적용하기 어려운 단점이 있다. 이와 같은 단점을 개선하기 위하여 본 연구에서는 국내외 품셈의 형식을 고찰하여 이를 국내 도로분야 대표공종에 적용하여 기존 품셈을 일단위 작업조 기반 생산성 정보로 산출하여 유사한 조건하에서 일본 미국의 생산성 정보 및 현장자문을 통한 정보와 비교하였다. 본 연구를 통해 적용된 작업조기반 생산성 정보 산출 방법과 산출 정보의 효용성을 확인하고자한다. 이러한 과정을 통하여 표준품셈을 통한 작업조기반 생산성 정보 산정 방법'과 일단위 작업조 기반 생산성 정보를 제시하고자 한다.

백제시대 부여지역 저습지에 조성된 유적에서 나타나는 연약지반 개량공법 연구 (A Study of the Construction Method for Soft Ground Reinforcement of Baekje Dynasty Based on the Low Swamp Remains in the Buyeo Area)

  • 조원창
    • 건축역사연구
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    • 제19권6호
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    • pp.155-171
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    • 2010
  • King Seong carried out the large-scale construction transferring the capital from Wungjin (Gongju) to Sabi (Buyeo) in 538. But because most of the Buyeo area was the low swamp in the time, it needed above all to form a site before transferring the capital. Until recently, in addition to the scientific excavation, the relief excavations for the construction of new building or the formation of road were conducted on many sites in the Buyeo area. As a result, many remains which were formed on the low swamp including the temple site of Neungsan-ri, Dongna Castle, the remains of Ssangbuk-ri (280-5 Bukpo, Hyeonnaedeul) and the remains of Gua-ri were identified. Also in these remains, the various engineering construction methods irrespective of the nature of remains were used for the purpose of the soft ground reinforcement as follows: mattress method of construction, pile designation, stone alignment, filing of decomposed granite soil, culverts and storage tanks. Especially, the mattress method of construction and the pile designation are thought to be the traditional engineering construction method at least in that they are appeared since the Three Han Sates era. And these soft ground construction methods had an effect on the construction of reservoir in Japan at the time. In the future, the construction method for soft ground reinforcement shall be concerned and studied further in the architecture and the civil engineering as well as the archeology.

도로비탈면 녹화공사 평가방법의 개선 방안 연구 - 절토부 토사를 중심으로 - (A Study on the Improvement of Evaluation Methods for Roadside Slope Revegetation - Focus on the Cut-soil Slope -)

  • 김남춘
    • 한국환경복원기술학회지
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    • 제23권6호
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    • pp.187-200
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    • 2020
  • Despite the eco-friendly route plan, road slopes were collapsed due to road construction, resulting in human and property damage. To solve this problem, the Ministry of Land, Transport and Maritime Affairs established guidelines in 2009 to conduct a test-bed for slope recording considering the conditions of the site and the ecological environment, and divided them into recording quality and economic evaluation. The following results were obtained by analyzing 183 construction methods of cut-soil sections at 60 sites from 2012 to 2018 for road slope afforestation research. Straw net+seedspray, vegetation media spray method 1T, 3T were used the most, and vegetation media spray method 3T(patent) was excellent in quality, and straw net+seedspray was excellent in economics. As a result of analyzing the market unit price and the construction unit price, vegetation media spray method submitted the construction unit price at up to 60% lower than the market unit price. As a result of the analysis of the key factors of the greening method evaluation, the economic assessment had the greatest influence on all evaluation items. Problems in the evaluation method of revegetation were first identified as problems in the allocation of points and secondly as problems in the evaluation criteria. As for the improvement of the economic assessment criteria, the method was proposed to evaluate the same method based on market unit price when the same method was constructed, and not to conduct an economic assessment if there was a difference in market unit price between methods, or to add weight to the scores. Based on the monitoring data of 60 road slopes, this study drew up problems and improvement measures. However, with regard to scoring, research on appropriate scoring is needed by examining the current status.

현장도로 모형실험을 이용한 포장구성층의 동결 특성 분석 (The Freezing Characteristics of Pavement Layer Using the Field Road Model Test)

  • 신은철;류병현;박정준
    • 한국지반공학회논문집
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    • 제26권7호
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    • pp.71-80
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    • 2010
  • 지리학적 특성으로 국내는 계절 동토지역으로 겨울철에는 동상현상이 발생하고 봄철에는 지반이 해빙된다. 도로는 다양한 재료와 단면으로 구성된 구조물이기 때문에 환경성과 재료 물성뿐만 아니라 포장체 각 층의 구조적 적정성 또는 지지력을 파악하는 것이 무엇보다 중요하다. 현재 기존 동상방지층 설계법에 따르면, 동상방지층은 포장체의 구조적 적정성과는 무관하게 온도조건에 따른 동결깊이에 따라 일률적으로 결정되고 있다. 이러한 동결깊이를 포장구조설계에 적용함으로써 포장의 과다설계 우려가 있다. 따라서 본 논문에서는 노상층, 동상방지층, 보조기층의 역학적 실험을 실시하여 동상민감성을 판단하고 실규모 현장도로 모형축소 실험을 실시하였다. 동상민감성을 판단하기 위하여 토층별 온도, 동결팽창량, 부동수분 및 동결깊이를 측정하였다.

철도.도로 배수설계기준 비교 (Comparative Study on the Criteria of Drainage Design of Railway and Road)

  • 최찬용;이진욱;이용수;이창우
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.935-940
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    • 2008
  • To maintain the primary stage of design, it is not too much to say that drainage systems should has been to maintain the most factor in earthwork structures. The durability of earthwork structures has about over 90 years as like concrete structures and has easily used to construction materials. Even if is a good earthwork materials, it hasn't lose design life at inadequate drainage system. In case of railway was frequently performed a maintenance works after construction 5 years because embankment site hasn't installed a concrete duck. In this study, the drainage standard of railway reviews the technological levels of drainage system by comparing the code for design of railway and road.

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Design and Implementation of Road Construction Risk Management System based on LPWA and Bluetooth Beacon

  • Lee, Seung-Soo;Kim, Yun-cheol;Jee, Sung-Hyun
    • 한국컴퓨터정보학회논문지
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    • 제23권12호
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    • pp.145-151
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    • 2018
  • While commercialization of IoT technologies in the safety management sector is being promoted in terms of industrial safety of large indoor businesses, implementing a system for risk management of small outdoor work sites with frequent site movements is not actively implemented. In this paper, we propose an efficient dynamic workload balancing strategy which combined low-power, wide-bandwidth (LPWA) communication and low-power Bluetooth (BLE) communication technologies to support customized risk management alarm systems for each individual (driver/operator/manager). This study was designed to enable long-term low-power collection and transmission of traffic information in outdoor environment, as well as to implement an integrated real-time safety management system that notifies a whole field worker who does not carry a separate smart device in advance. Performance assessments of the system, including risk alerts to drivers and workers via Bluetooth communication, the speed at which critical text messages are received, and the operation of warning/lighting lamps are all well suited to field application.