• Title/Summary/Keyword: 자동화 시공

Search Result 237, Processing Time 0.028 seconds

Automation of M.E.P Design Using Large Language Models (대형 언어 모델을 활용한 설비설계의 자동화)

  • Park, Kyung Kyu;Lee, Seung-Been;Seo, Min Jo;Kim, Si Uk;Choi, Won Jun;Kim, Chee Kyung
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2023.11a
    • /
    • pp.237-238
    • /
    • 2023
  • Urbanization and the increase in building scale have amplified the complexity of M.E.P design. Traditional design methods face limitations when considering intricate pathways and variables, leading to an emergent need for research in automated design. Initial algorithmic approaches encountered challenges in addressing complex architectural structures and the diversity of M.E.P types. However, with the launch of OpenAI's ChatGPT-3.5 beta version in 2022, new opportunities in the automated design sector were unlocked. ChatGPT, based on the Large Language Model (LLM), has the capability to deeply comprehend the logical structures and meanings within training data. This study analyzed the potential application and latent value of LLMs in M.E.P design. Ultimately, the implementation of LLM in M.E.P design will make genuine automated design feasible, which is anticipated to drive advancements across designs in the construction sector.

  • PDF

Estimation of Setting Time Applying Setting Estimator for AI Finishing Robot System Depending on Water-Cement Ratio (AI기반 콘크리트 마감 자동화 시스템용 응결추정계의 물시멘트비에 따른 응결추정 평가)

  • Park, Jae-Woong;Jeong, Jun-Taek;Lim, Gun-Su;Han, Jun-Hui;Kim, Jong;Han, Min-Cheol
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2023.11a
    • /
    • pp.17-18
    • /
    • 2023
  • This study aims to compare the hardness value development characteristics according to the water-cement ratio during a series of experiments to develop a setting estimator for an AI-based concrete finishing automation system. For the test variables, water-cement ratios are varied with 30, 40 and 50%. Proctor penetration test and surface hardness test by setting time estimator are conducted to estimate the setting time. For the effect of water-cement ratios, they did not affect the surface hardness either, while initial set time and final set time are not constant with water-cement ratios.

  • PDF

Improvement of Heat Consewation in Single-span Type Vinyl-house (단동형 비닐하우스의 보온력 향상 연구)

  • Kim, Hyun-Hwan;Lee, Si-Young;Jeon, Hee;Kwon, Young-Sam
    • Proceedings of the Korean Society for Bio-Environment Control Conference
    • /
    • 1998.05a
    • /
    • pp.168-173
    • /
    • 1998
  • 정부의 시설원예 분야에 대한 계속적인 온실 신축자금 지원으로 유리온실, 자동화비닐하우스가 약 3,800㏊('96)가 보급되어 시공. 작물재배, 경제적 측면에서 최근 시설원예에 사용되는 난방용 연료와 자재의 가격상승으로 시설재배 농가의 어려움이 매우 크나 시설원예 분야가 비약적으로 발전한 것은 부정할 수 없는 사실이다. (중략)

  • PDF

A Construction of Database System for Automation of Project Quantity Survey (공사물량 산출의 자동화를 위한 데이터베이스시스템 구성)

  • Lee, Min-Nam;Lee, Sang-Burm
    • The Transactions of the Korea Information Processing Society
    • /
    • v.2 no.2
    • /
    • pp.137-147
    • /
    • 1995
  • In the construction project, the design and the construction have been divided strictly. Because the design files of CAD library cannot be used directly in project quantity survey, we depend on manual handling.. It's because there has no interface between the system of the design and that of the construction. In this paper, by using the sizes and quantites of project design, we construct database model for automation of project quantity survey, and analyze the interface among the structure design files stored in design library of CAD system and the information of quantity survey, build a system which can survey the project quantity efficiently and evalulate the performance of this system.

  • PDF

A Study on the Long-Term Behavior Characteristics of Buoyancy-Resistant Permanent Anchor (부력저항 영구앵커의 장기거동 특성에 관한 연구)

  • Huh, Byungjoo;Kim, Chanki;Jung, Yonggun;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
    • /
    • v.11 no.12
    • /
    • pp.27-35
    • /
    • 2010
  • The structures built under the groundwater level are affected by the buoyancy force, which is hydrostatic pressure in the up direction. Recently, buoyancy-resistant anchor method has been applied in many cases of the construction of the important structure of large size, which is built under the groundwater level so that it takes high uplift pressure. Even if the construction cost of the method is very high, it surely increases the safety rate. However, the diagnosis of the performance of the buoyancy-resistant permanent anchor and the investigation of resistance mechanism are still insufficient. Especially, the long-term behavior of the anchor has not been studied well due to the difficulty in observation procedure. The contribution of this paper is the establishment of reasonable design methodology. We have measured anchor axial forces for 10 years after the construction, by using an automated measurement and a manual measurement by establishing a load cell in anchor head. Through the data collected from the measurements, we analyze the construction-step behavior of the anchor according to the self-weight variation of the building and the long-term behavior (i.e. movement within 10 years after the construction) of the anchor according to the passage of time.

Automated Optimum Design Program for Steel Box Girder Bridges (강상자형교의 자동화 최적설계 프로그램)

  • Cho, Hyo-Nam;Chung, Jee-Sung;Min, Dae-Hong
    • Journal of Korean Society of Steel Construction
    • /
    • v.12 no.5 s.48
    • /
    • pp.475-485
    • /
    • 2000
  • In this study, an automated optimum design program for steel box girder bridges has been developed for the optimum design of composite steel box girder bridges. The design constraints required for the optimum design of steel box girder bridges are based on the Korean standard bridge specification. Considering characteristics of steel box girder bridges, several approximation techniques, such as artificial constraint deletion, variable linking and stress reanalysis technique etc. are also introduced to enhance the efficiency of optimization. The developed program is mainly composed of major sub-system modules including structural analysis module using commercial structural analysis program such as RM-SPACEFRAME, optimum design module, pre-process module for friendly user input, and post-processor module for office automation. In addition, in order to demonstrate the efficiency and applicability of the developed optimum design program for steel box girder bridges, a few numerical examples are applied. Based on the results of the application, it may be stated that the automatic optimum design program developed in this study can be a prototype model for the developement of optimum design program for other type of bridge.

  • PDF

Development and Application of a BIM Library Placement Automation Model (BIM 라이브러리 자동 배치 모형 개발 및 사례 검증)

  • Hyeon-Seung Kim;Hyoun-Seok Moon;Leen-Seok Kang
    • Land and Housing Review
    • /
    • v.15 no.1
    • /
    • pp.157-165
    • /
    • 2024
  • As major public owner agencies in Korea have improved the application level of BIM, many design and construction companies are paying more attention to ways to improve actual work productivity in the BIM execution process. In this study, we introduce a method to automate the placement of BIM libraries, a recurring task in the BIM-based design process that serves as a prime example of BIM design automation methodologies. In particular, we classify the target surfaces for placement of BIM libraries into straight lines, curves, vertical planes, and surfaces. For each target surface, we implement a BIM library automatic placement model in Dynamo, considering the spacing and alignment according to the distance between the centers of two objects and the linear length. The results of case studies confirm that the proposed method can be employed according to various placement environments and conditions with the working time shortened. The study proposes that various objects and structures that need to be placed according to the terrain characteristics can be placed accurately, and work productivity can be significantly improved through the automation of placement.

Safety Evaluation of Subway Tunnel Structures According to Adjacent Excavation (인접굴착공사에 따른 지하철 터널 구조물 안전성 평가)

  • Jung-Youl Choi;Dae-Hui Ahn;Jee-Seung Chung
    • The Journal of the Convergence on Culture Technology
    • /
    • v.10 no.1
    • /
    • pp.559-563
    • /
    • 2024
  • Currently, in Korea, large-scale, deep excavations are being carried out adjacent to structures due to overcrowding in urban areas. for adjacent excavations in urban areas, it is very important to ensure the safety of earth retaining structures and underground structures. accordingly, an automated measurement system is being introduced to manage the safety of subway tunnel structures. however, the utilization of automated measurement system results is very low. existing evaluation techniques rely only on the maximum value of measured data, which can overestimate abnormal behavior. accordingly, in this study, a vast amount of automated measurement data was analyzed using the Gaussian probability density function, a technique that can quantitatively evaluate. highly reliable results were derived by applying probabilistic statistical analysis methods to a vast amount of data. therefore, in this study, the safety evaluation of subway tunnel structures due to adjacent excavation work was performed using a technique that can process a large amount of data.

Suggestion of an Automatic BIM-based Repair & Replacement (R&R) Cost Estimating Process (BIM기반 건축물 수선교체비 산정 자동화방안 제시)

  • Park, Ji-Eun;Yu, Jung-Ho
    • Proceedings of the Korean Institute of Building Construction Conference
    • /
    • 2016.05a
    • /
    • pp.87-88
    • /
    • 2016
  • In order to assess the design value of engineering work from the point of view of LCC (Life Cycle Cost) in Korea, it is mandatory for all construction works that the total construction costs are over 10 billion won. The LCC includes initial construction costs, maintenance & operation costs, energy costs, end-of-life costs, and so on. Among these, the portion for maintenance & operation costs for a building is sizeable, as compared to the initial construction costs. Furthermore, the paradigm for construction industry has rapidly shifted from 2D to BIM, which includes design planning and data management. However, the study of BIM-based LCC analysis is not adequate today, even though all domestic construction projects ordered by the Public Procurement Service have to adopt BIM. Therefore, this study suggests a methodology of BIM-based LCC analysis that is particularly focused on repair and replacement (R&R) cost. For this purpose, we defined requirements of calculating R&R cost and extracted X from the relevant IFC data. Thereafter, we input them to the ontology of calculating the initial construction costs to obtain an objective output. Finally, in order to automatically calculate R&R cost, mapping with R&R criteria was performed. We expect that our methodology will contribute to more efficiently calculate R&R cost and, furthermore, that this methodology will be applicable to all range of total LCC. Thus, the proposed process of automatic BIM-based LCC analysis will contribute to making LCC analysis more fast and accurate than it is at present.

  • PDF

Automated Algorithm to Convert Coordinates of Space Representation using IFC-based BIM Data (IFC기반 공간형상정보의 좌표 변환 자동화 알고리즘)

  • Kim, Karam;Yu, Jungho
    • Journal of the Korea Institute of Building Construction
    • /
    • v.15 no.3
    • /
    • pp.317-327
    • /
    • 2015
  • Many construction projects have extensively adopted building information modeling (BIM), and various institutions and standards have been developed domestically in Korea. However, the current process that is used to calculate building space area has a significant shortcoming in that there are two different laws to apply the method of measurement considering space boundaries for building element guidelines. For example, space area can be calculated by a polygon, which is modeling using a BIM-based computer aided design program, such that the space polygon is always exported as an inner-edge type. In this paper, we developed an automated algorithm to convert coordinates of space representation using industry foundation classes based BIM data. The proposed algorithm will enable engineers responsible for space management to use a BIM-based model directly in the space programming process without having to do additional work. The proposed process can help ensure that space area is more accurately and reliably.