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Automated planning of concrete joint layouts with 4D-BIM
Abstract Concrete pouring represents a major critical path activity that is often affected by design limitations, structural considerations and on-site operational constraints. As such, meticulous planning is required to ensure that both the aesthetic and structural integrity of joints between cast in-situ components is achieved. Failure to adequately plan concrete pouring could lead to structural defects, construction rework or structural instability, all having major financial implications. Given the inherent complexity of large-scale construction projects, the ‘manual planning’ of concrete pouring is a challenging task and prone to human errors. Against this backdrop, this study developed 4D Building Information Management (BIM) approach to facilitate automated concrete joint positioning solution (as a proof of concept) for design professionals and contractors. The study first developed structural model in Revit, then extracted spatial information regarding all construction joints and linked them to dynamic Microsoft (MS) Excel and Matlab spreadsheets using integration facilitated by Dynamo software. Midspan points of each beam as well as floor perimeter information were gathered via codes developed in MS Excel macros. Based on the Excel outputs, Matlab programming was used to determine best concreating starting points and directions, and daily allowed concrete volume, considering limitations due to cold joints. These information were then pushed back to Revit via Dynamo in order to develop daily concrete scheduling. The developed automated programme framework offers a cost-effective and accurate methodology to address the limitations and inefficiencies of traditional methods of designing construction joints and planning pours. This framework extends the body of knowledge by introducing innovative solutions to integrate structural design considerations, constructional procedures and operational aspects for mitigating human error, and providing a novel, yet technically sound, basis for further application of BIM in structural engineering.
Highlights A prototype integrating 4D BIM applications were developed to facilitates real-time concrete joint layout planning. The system improves integration of structural design process and eases decision making prior construction phase. The system helps reducing structural damages caused by operational shortfalls and supply-chain issues. The paper contributes to 4D BIM literature by integrating operational data with design considerations to leverage efficiency. Paper discussed how the system can be improved by adopting machine learning, sensors, and data science techniques.
Automated planning of concrete joint layouts with 4D-BIM
Abstract Concrete pouring represents a major critical path activity that is often affected by design limitations, structural considerations and on-site operational constraints. As such, meticulous planning is required to ensure that both the aesthetic and structural integrity of joints between cast in-situ components is achieved. Failure to adequately plan concrete pouring could lead to structural defects, construction rework or structural instability, all having major financial implications. Given the inherent complexity of large-scale construction projects, the ‘manual planning’ of concrete pouring is a challenging task and prone to human errors. Against this backdrop, this study developed 4D Building Information Management (BIM) approach to facilitate automated concrete joint positioning solution (as a proof of concept) for design professionals and contractors. The study first developed structural model in Revit, then extracted spatial information regarding all construction joints and linked them to dynamic Microsoft (MS) Excel and Matlab spreadsheets using integration facilitated by Dynamo software. Midspan points of each beam as well as floor perimeter information were gathered via codes developed in MS Excel macros. Based on the Excel outputs, Matlab programming was used to determine best concreating starting points and directions, and daily allowed concrete volume, considering limitations due to cold joints. These information were then pushed back to Revit via Dynamo in order to develop daily concrete scheduling. The developed automated programme framework offers a cost-effective and accurate methodology to address the limitations and inefficiencies of traditional methods of designing construction joints and planning pours. This framework extends the body of knowledge by introducing innovative solutions to integrate structural design considerations, constructional procedures and operational aspects for mitigating human error, and providing a novel, yet technically sound, basis for further application of BIM in structural engineering.
Highlights A prototype integrating 4D BIM applications were developed to facilitates real-time concrete joint layout planning. The system improves integration of structural design process and eases decision making prior construction phase. The system helps reducing structural damages caused by operational shortfalls and supply-chain issues. The paper contributes to 4D BIM literature by integrating operational data with design considerations to leverage efficiency. Paper discussed how the system can be improved by adopting machine learning, sensors, and data science techniques.
Automated planning of concrete joint layouts with 4D-BIM
Sheikhkhoshkar, Moslem (author) / Pour Rahimian, Farzad (author) / Kaveh, Mohammad Hossein (author) / Hosseini, M. Reza (author) / Edwards, David J. (author)
2019-08-29
Article (Journal)
Electronic Resource
English
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