• 한국BIM학회 논문집
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• 제4권4호
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• pp.13-23
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• 2014

After being introduced, Building Information Modeling (BIM) has been actively applied to the cost estimation of construction projects, and various studies on BIM based quantity take-off have been carried out. In practice, however, these calculations take considerable time, because BIM based quantity take-off is further conducted along with 2D-based quantity take-off. Studies on the quantity take-off using BIM spatial objects have been carried out on early stages of projects, but how this method differs from the existing quantity take-off method and how accurate it is in comparison have rarely been verified. Therefore, by comparing 2D based quantities with quantities through BIM spatial objects, this study analyzed the accuracy of quantity take-off using BIM spatial objects. To this end, the properties of BIM spatial objects and quantity calculable spatial types were analyzed, and existing 2D-based quantities and quantities extracted from BIM spatial objects were compared through a case study. As a result, the quantity of spatial objects found to be more by about 7.13% in 0.05% and therefore, this difference should be considered during quantity take-off using BIM spatial objects. Through the results of this study, we can improve the accuracy of quantity take-off using BIM spatial objects in the early stage of a construction project.

• 한국BIM학회 논문집
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• 제8권1호
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• pp.56-62
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• 2018

There exists no precedented case of quantity take-off, using parametric modeling, from BIM-based irregular structures. Civil 3D provides earthwork quantity take-off based on surface modeling. Generally, designers should enter data into the specification additionally after extracting quantity estimation from earthwork modeling design. The objective of this report is to suggest the method from quantity take-off to specification of BIM-based earthwork quantities. We intend to investigate earthwork take-off method by Civil3D and explain why parametric information extraction is required for quantity estimation and specification and how information of earthwork quantity based on solid and surface modeling is connected to open quantity take-off module. It is highly expected that this suggestion would be the practical methodology of earthwork quantity take-off and specification in the field of civil engineering.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.73-74
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• 2023

The purpose of this study is to derive the cause of the quantity difference and present the considerations when take-off rebar quantity based on BIM model by comparing the quantity of rebar based on BIM model with 2D drawing. This research was limited to take-off the quantity of rebars in the building frame work, and after take-off the quantity of rebars by 3D modeling the 2D drawing of the target building with Revit, the quantity difference was compared with 2D-based software. Therefore, when take-off the quantity of rebars based on the BIM model, instead of take-off the existing 2D-based quantity premium proportion, according to general structural consider development length, lap splice length, covering thickness, reinforcing bars and spacing. In the future, this study is expected to contribute to improving the accuracy of BIM-based frame construction quantity take-off.

• 한국BIM학회 논문집
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• 제3권2호
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• pp.1-9
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• 2013

Currently, various studies and applications related BIM based quantity take-off have been attempted, because of the accuracy of cost estimating and reliability by using the BIM model information in automatical calculation. Finishing works that have a large number of various types and materials need the higher accuracy and reliability on the BIM-based quantity take-off. Therefore, this study compared and analyzed 2D and 3D based quantity through Test-bed and determine the cause of the quantity difference. This verified the accuracy and efficiency in the BIM-based quantity take-off for finishing works. Also this study has been proposed opinions for calculating the exact BIM-based quantity take-off.

• 한국CDE학회논문집
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• 제20권2호
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• pp.182-192
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• 2015

In recent years, numerous studies have attempted to extract quantity data by using Building Information Modeling (BIM). In terms of open-BIM based quantity take-off at the early design stage, only few studies were conducted in the field of cost engineering. A lack of compatibility of open BIM for information exchange is postulated as the cause. The Industry Foundation Classes (IFC) extension model has been developed to accommodate the interoperability with quantity take-off software. Improvement of open BIM for quantity take-off needs exchange requirements and model guidelines. For this purpose, the quantity data of IFC models were analyzed using BIM analysis tools. This paper also provides a proposal of requirements on open BIM based quantity take-off at the early design stage. Further this study have been develop the interface system for open BIM based quantity take-off requirements with the results on this study.

• 한국건축시공학회지
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• 제24권5호
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• pp.607-618
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• 2024

최근 BIM을 활용도가 높아지면서 BIM기반 수량산출의 관한 연구가 다양하게 진행되고 있지만 기존 BIM기반 수량산출에 관한 명확한 기준이 정립되지 않아 정확도가 떨어지고 있다. 따라서 본 연구에서는 마감공사를 대상으로 2D기반 수량산출과 모델링 방법에 따라 3D모델에서 산출한 수량 차이를 비교하고 수량차이 원인을 파악하고자 하였다. 수량산출 결과 벽, 바닥, 그리고 천장 순으로 수량차이가 크게 나타났다. 차이가 발생한 이유는 내부와 외부를 하나의 복합요소로 모델링할 경우 모든 마감재의 높이를 설정할 수 없기 때문에 실제 수량보다 더 과하게 산출되기 때문이다. 따라서 3D 모델에서 마감수량을 산출할 경우 내부와 외부를 각각의 복합요소로 구성하여 모델링하는 것이 수량차이를 줄일 수 있는 것으로 나타났다. 향후 더 많은 사례연구를 통해 산출 기준을 정립한다면 BIM을 활용한 원가관리가 활성화될 수 있을 것으로 사료된다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2019년도 추계 학술논문 발표대회
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• pp.92-93
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• 2019

Estimates based on BIM makes it possible to perform from quantity take-off to construction cost estimates by using model, which is made in the phase of design and construction. As the BIM models are made up of the units of element, there an advantage of the automative quantity take-off, if the correction or change of element occurs. Work items, not included in the elements of the BIM model, are excepted from bill of quantity. Level of detail(LoD) of the BIM model can be improved for detailed estimates, but an excessive modeling for estimates is inefficient. This study presents the measure for selection and quantity take-off of work items, those are not expressed in the BIM model. The proposed method avoids the creation of excessive BIM Models and enables quantity take-off in conjunction with the element.

• 한국건설관리학회논문집
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• 제14권1호
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• pp.12-22
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• 2013

건설 산업 생애주기 전반에 걸친 정보를 BIM을 활용하여 관리할 수 있게 되었다. 그 중에서도 BIM기반 물량산출은 공사비와 직결되는 중요한 관리 요소로서 사업 타당성 및 경제성 분석을 위한 필수적인 관리 요소 중에 하나이다. 또한, BIM기반 물량산출 Data는 작업자마다 물량산출 결과가 상이하게 나타날 수 있으므로 BIM모델 구축에 대한 정확한 기준이 필요하다. 이러한 BIM기반 물량 산출은 정보의 신뢰성과 정확도 측면에서 매우 중요하다. 따라서 본 연구에서는 BIM기반 물량산출 결과의 정확도 및 신뢰성을 판단하고, BIM 모델링의 현실적이고 바람직한 방법을 제시하고자 단위세대 내부 마감재를 개별부재와 복합부재로 모델링하여 산출되는 BIM기반 물량산출 결과를 정량적으로 비교 검증하였다. 연구의 결과, 정확한 BIM기반 물량산출을 위해서는 다양한 마감재를 개별부재로 모델링하는 것이 바람직하지만, 작업의 생산성 측면에서 보다 현실적인 BIM기반 물량산출을 위해서는 개별부재와 복합부재를 병용하여 모델링 작업을 실시하는 것이 현실적인 BIM 모델링 방법임이 검증되었다.

• Architectural research
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• 제15권2호
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• pp.103-109
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• 2013

Various types of building information should be linked to 3D model objects for their effective use by stakeholders. Because Building Information Modeling (BIM) based on 3D is used by different stakeholders, the created BIM need standard guidelines for each purpose, as, for example, for quantity take-off. Thus, this study was conducted to propose guidelines for BIM modeling for quantity take-off in the framework, especially, in the concrete and form. The proposed guidelines adopted each element of the BIM model based on an analysis of the problem of the general BIM model. Moreover, the usability and accuracy of the reinforced structure modeling guidelines were verified by comparing the quantity of the commercial estimation software and the modeling quantity using the proposed modeling guidelines.

• 한국건설관리학회논문집
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• 제12권6호
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• pp.79-92
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• 2011

건설 프로젝트에서 물량 산출은 공사비를 결정하는 중요한 요소로 정확성과 신뢰성이 요구된다. BIM 데이터로부터 물량정보의 추출은 물량산출을 매우 정확하고 신속하게 수행할 수 있다는 점에서 매우 매력적이다. 하지만, BIM을 어떻게 구축하였는가에 따라 그 물량산출 결과가 매우 상이하게 나타날 수 있다. 프로젝트가 진행됨에 설계정보가 점점 더 구체화되기 때문에 BIM 모델의 완성도와 물량산출의 정확도 또한 높아질 것으로 기대할 수 있다. 하지만, 단계별로 공사비를 예측할 때 현 단계에서의 BIM data를 기반으로 한 물량산출의 정확도가 얼마 정도인지 평가하거나 예측할 수 있는 방법이 없기 때문에 그 결과물을 신뢰하기 어렵고 기존방식의 견적에 다시 의존하게 되는 문제가 발생할 수 있다. 따라서 본 연구에서는 BIM기반 물량산출에 영향을 미치는 요인을 도출하고, 이를 기반으로 BIM기반 물량산출 결과물의 완성도를 정량적으로 측정하고 예측할 수 있는 방법과 체계를 제시하는 것에 초점을 두고 있다. 본 연구에서 제시하는 측정체계와 지수는 약 6개의 파일럿 프로젝트 적용을 통해 그 측정결과의 일관성과 타당성이 검증되었다.