IDM-based dimensional management process for prefabricated buildings

Jie HUANG, Hong ZHANG

Journal of Tsinghua University(Science and Technology) ›› 2025, Vol. 65 ›› Issue (7) : 1185-1196.

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Journal of Tsinghua University(Science and Technology) ›› 2025, Vol. 65 ›› Issue (7) : 1185-1196. DOI: 10.16511/j.cnki.qhdxxb.2025.26.025
Intelligent Construction

IDM-based dimensional management process for prefabricated buildings

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Abstract

Objective: Dimensional management is crucial in manufacturing and construction. However, compared to the manufacturing industry, the construction industry has seen considerably less research investment in this area. Traditional construction relies on passive and inefficient dimensional management methods that focus on tolerance specifications and compliance measurements, which fail to meet the demands of rapid assembly in prefabricated buildings. This adversely affects both assembly quality and efficiency. This study establishes a dimensional management process for prefabricated buildings based on the information delivery manual (IDM) standards developed in building information modeling (BIM). It specifies the information exchange processes across different disciplines, providing a standardized implementation pathway and technical guidance for proactive dimensional management starting from the project design stage onward. Methods: This study conducts a survey and analysis of the current state and deficiencies in dimensional management mechanisms in prefabricated buildings, following which it proposes improvements via integration of the design, production, and construction processes of prefabricated buildings and introduction of tolerance analysis methods derived from the manufacturing industry. To effectively combine the enhanced dimensional management process with BIM, a dimensional management process is developed as per the IDM standards specified by ISO 29481-1—2016. This study follows four key steps: (1) Identification of reference processes. (2) Creation of process diagrams. (3) Defining of exchange requirements and business rules. (4) Development of functional parts. Results: The newly developed dimensional management process comprised four stages: (1) Preliminary design stage, early in this stage, a dimensional management team was formed, comprising experts, designers, production personnel, and construction technicians. This team determined the tolerance levels for key components on the basis of the owner's requirements. (2) In the detailed design stage, the dimensional management team, working as per the BIM model, identified potential deviation risks that could affect the project's appearance, functionality, quality, and constructability. In addition, critical dimensions requiring deviation accumulation prediction were specified by the team. (3) In the design optimization stage, deviation issues were predicted and simulated by means of the tolerance analysis functional part. Through the analysis results, the design was optimized, and reasonable tolerance and measurement plans were formulated. (4) In the production and construction stage, prefabricated components were manufactured and assembled onsite following the tolerance and measurement plans, with deviation reports generated via the digital compliance measurement functional part. In addition, this study clarified the exchange requirements and business rules involved in the process, facilitating the integration of dimensional management with the existing BIM systems. Conclusions: Through the survey results and improvement of the current dimensional management mechanisms in prefabricated buildings, this study develops a standard process for collaborative dimensional management across various disciplines, with reference to the IDM standards. In addition to traditional methods focusing on tolerance specifications and compliance measurements, the process emphasizes the establishment of a dedicated dimensional management team during the design stage. This team is responsible for the selection of tolerance levels, identification of deviation risks, prediction of deviation accumulation, and further guidance of design optimizations toward manufacturing and assembly. This proactive dimensional management approach aims for higher assembly precision and quality. In addition, this study specifies the exchange requirements and functional parts of the "prefabricated building dimensional management" IDM, introduces tolerance analysis techniques from the manufacturing industry and provides an information framework for future integration of dimensional management with BIM.

Key words

prefabricated building / dimensional management / building information modeling / information delivery manual / 3D laser scanning

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Jie HUANG , Hong ZHANG. IDM-based dimensional management process for prefabricated buildings[J]. Journal of Tsinghua University(Science and Technology). 2025, 65(7): 1185-1196 https://doi.org/10.16511/j.cnki.qhdxxb.2025.26.025

References

1
张弘, 黄杰, 崔巍文, 等. 面向设计建造一体化的装配式建筑误差理论初探[J]. 新建筑, 2022 (4): 31- 35.
ZHANG H , HUANG J , CUI W W , et al. Preliminary study on error theory of prefabricated buildings for the integration of design and construction[J]. New Architecture, 2022 (4): 31- 35.
2
CRAIG M . Dimensional management versus tolerance assignment[J]. Assembly Automation, 1996, 16 (2): 12- 16.
3
蒋勤俭, 黄清杰, 常双九, 等. 装配式混凝土结构工程质量管理与验收[J]. 工程质量, 2016, 34 (4): 5- 13.
JIANG Q J , HUANG Q J , CHANG S J , et al. Quality management and acceptance of the prefabricated concrete structure engineering[J]. Construction Quality, 2016, 34 (4): 5- 13.
4
CHASE K W , PARKINSON A R . A survey of research in the application of tolerance analysis to the design of mechanical assemblies[J]. Research in Engineering Design, 1991, 3 (1): 23- 37.
5
VICHARE P , MARTIN O , JAMSHIDI J . Dimensional management for aerospace assemblies: Framework implementation with case-based scenarios for simulation and measurement of in-process assembly variations[J]. The International Journal of Advanced Manufacturing Technology, 2014, 70 (1): 215- 225.
6
高晓明, 郁银泉, 李晓明, 等. 基于概率统计的我国装配式建筑公差体系[J]. 工业建筑, 2020, 50 (8): 5- 9.
GAO X M , YU Y Q , LI X M , et al. The tolerance standard for prefabricated buildings in China based on probability statistics[J]. Industrial Construction, 2020, 50 (8): 5- 9.
7
刘鹏, 陈颖, 罗小勇, 等. 装配式建筑混凝土构件公差控制国内外标准分析[J]. 建筑科学与工程学报, 2018, 35 (6): 41- 49.
LIU P , CHEN Y , LUO X Y , et al. Tolerance control analysis of concrete member for prefabricated construction in domestic and international standards[J]. Journal of Architecture and Civil Engineering, 2018, 35 (6): 41- 49.
8
ZHAI Y K. Evaluation for optimization: Design for assembly in panel construction[D]. Hong Kong, China: The Chinese University of Hong Kong, 2022.
9
MILBERG C, TOMMELEIN I D. Application of tolerance mapping in AEC systems[C]//Proceedings of Construction Research Congress 2005: Broadening Perspectives. San Diego, USA: ASCE, 2005: 1-10.
10
TALEBI S , KOSKELA L , TZORTZOPOULOS P , et al. Deploying geometric dimensioning and tolerancing in construction[J]. Buildings, 2020, 10 (4): 62.
11
Building and Construction Authority of Singapore. BIM for DfMA (design for manufacturing and assembly) essential guide[R/OL]. (2016-10-01)[2024-02-01]. https://www.corenet.gov.sg/media/2032999/bim_essential_guide_dfma.pdf.
12
郭红领, 潘在怡. BIM辅助施工管理的模式及流程[J]. 清华大学学报(自然科学版), 2017, 57 (10): 1076- 1082.
GUO H L , PAN Z Y . The mode and process of BIM-aided construction management[J]. Journal of Tsinghua University (Science and Technology), 2017, 57 (10): 1076- 1082.
13
曹江红, 纪凡荣, 解本政, 等. 基于BIM的装配式建筑质量管理[J]. 土木工程与管理学报, 2017, 34 (3): 108- 113.
CAO J H , JI F R , XIE B Z , et al. BIM-based prefabricated construction quality management[J]. Journal of Civil Engineering and Management, 2017, 34 (3): 108- 113.
14
International Organization for Standardization. Building information models-information delivery manual: ISO 29481-1-2016[S]. Geneva: International Organization for Standardization, 2016.
15
TONG Y C, GUO X, ZOU H T, et al. Quality control of steel structure construction process based on 3D scanning[EB/OL]. (2023-05-31)[2024-02-01]. https://ucm.buildingsmart.org/use-case-details/3063/en.
16
中华人民共和国住房和城乡建设部. 建筑信息模型设计交付标准: GB/T 51301-2018[S]. 北京: 中国建筑工业出版社, 2018.
Ministry of Housing and Urban-Rural Development of the People's Republic of China. Standard for design delivery of building information modeling: GB/T 51301-2018[S]. Beijing: China Architecture & Building Press, 2018. (in Chinese)
17
International Organization for Standardization. Information technology-object management group business process model and notation: ISO/IEC 19510-2013[S]. Geneva: International Organization for Standardization, 2013.
18
中华人民共和国住房和城乡建设部. 建筑模数协调标准: GB/T 50002-2013[S]. 北京: 中国建筑工业出版社, 2013.
Ministry of Housing and Urban-Rural Development of the People's Republic of China. Standard for modular coordination of building: GB/T 50002-2013[S]. Beijing: China Architecture & Building Press, 2013. (in Chinese)
19
中华人民共和国住房和城乡建设部. 装配式混凝土建筑技术标准: GB/T 51231-2016[S]. 北京: 中国建筑工业出版社, 2016.
Ministry of Housing and Urban-Rural Development of the People's Republic of China. Technical standard for assembled buildings with concrete structure: GB/T 51231-2016[S]. Beijing: China Architecture & Building Press, 2016. (in Chinese)
20
International Organization for Standardization. Statistical interpretation of data-Part 6: Determination of statistical tolerance intervals: ISO 16269-6-2014[S]. Geneva: International Organization for Standardization, 2014.
21
International Organization for Standardization. Technical product documentation-Construction documentation- Indication of limit deviations: ISO 6284-2023[S]. Geneva: International Organization for Standardization, 2023.
22
International Organization for Standardization. Tolerances for Building-Part 8: Dimensional inspection and control of construction work: ISO 3443-8-1989[S]. Geneva: International Organization for Standardization, 1989.
23
International Organization for Standardization. Tolerances for building-part 4: Method for predicting deviations of assemblies and for allocation of tolerances: ISO 3443-4-1986[S]. Geneva: International Organization for Standardization, 1986.
24
HAN D C, ZHANG H, CUI W W, et al. Towards to a hybrid model-making method based on translations between physical and digital models-a case study of the freeform architectural design[C]//Proceedings of the 24th CAADRIA Conference. Wellington, New Zealand: Victoria University of Wellington, 2019: 561-570.

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