BIM4D-based scheduling for assembling and lifting in precast-enabled construction

被引:27
|
作者
Huang, Lihui [1 ,2 ]
Pradhan, Roshan [2 ]
Dutta, Souravik [2 ,3 ]
Cai, Yiyu [1 ,2 ]
机构
[1] Nanyang Technol Univ, SJ NTU Corp Lab, 61 Nanyang Dr, Singapore 637335, Singapore
[2] Nanyang Technol Univ, Sch Mech & Aerosp Engn, 50 Nanyang Ave, Singapore 639798, Singapore
[3] Nanyang Technol Univ, Energy Res Inst NTU, Interdisciplinary Grad Programme, 50 Nanyang Dr,Res Techno Plaza, Singapore 637553, Singapore
关键词
Optimal scheduling; Precast assembly; Lifting path planning; Building information modeling; Tower crane; Genetic algorithm; GENETIC ALGORITHM; OPTIMIZATION; MODEL;
D O I
10.1016/j.autcon.2021.103999
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This research addresses the problem of assembly scheduling in crane-assisted precast construction while considering issues of building layout interference and optimal crane lifting. Traditionally, assembly scheduling and lifting path planning are treated as two separate issues due to their distinct natures. The current work introduces an approach that combines them for precast construction planning to achieve a comprehensive and costeffective solution. A BIM4D-based Intelligent Assembly Scheduler (BIAS) is designed in conjunction with the Computer-Aided Lifting Planner developed at Nanyang Technological University, Singapore. BIM4D is the Building Information Modeling (BIM) with the time dimension (i.e., scheduling information). Our scheduler takes an inbuilt timeframe for selected precast elements from BIM4D as input and outputs the micro-schedule in terms of the assembly sequence for these precast elements. This problem is solved using multi-objective optimization. Given a group of precast elements and their BIM4D timeframe, the micro-scheduling is determined based on (1) the relative importance of the elements' physical properties, (2) the interference (neighbouring relation) among the elements' positions, and (3) collision-free lifting paths of the elements. A Multi-level Elitist Genetic Algorithm (MEGA) is proposed to determine the optimal sequence taking into consideration of both assembling and lifting for the elements. A case study is performed with the BIM4D data of a residential building. The results of the case study demonstrate BIAS's efficiency and effectiveness for BIM4D based construction scheduling.
引用
收藏
页数:14
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