Mô hình 4d bim cho dự án có các công tác lặp lại

MƠ HÌNH 4D-BIM Chun ngành: 02 2014 -HCM : : (Gh : Tr ngày 15 tháng 02 Thành ph n H i ng i h c Bách Khoa, HQG Tp HCM 2014 ng nh giá lu n v n th c s g m: (Ghi c aH i ng ch m b o v lu n v n th c s ) Xác nh n c a Ch t ch H i ngành sau lu n v n ã ng h giá LV c s a ch a (n u có) lý chuyên - - MSHV:12083053 02/04/1988 sinh: Chuyên ngành: I : 605890 Mơ hình 4D- II - cao ; III : IV NGÀY H V : : Tp HCM, ngày tháng quan - mơ hình 4D ABSTRACT With the aid from Information Technology (IT), productivity and performance quality have been enhanced significantly in many fields Construction is also in that trend as more and more products of IT appear in almost all phases of the thesis aims at developing a computerized - 4D model integrating project schedule into 3D model to support planning and organizing high-rise building projects In order to build the 4D model, a repetitive scheduling module using the proposed scheduling method is developed and integrated under an add-in form in Revit Structure Software The new method precedence between activities within the same unit, but also covers vertical relationships between activities belonging to different units Several main features of the 4D model including construction plan visualization and automatically quantity take-off are highlighted at the end of this thesis Keywords: Repetitive scheduling method, 4D model MƠ HÌNH 4D- 22 tháng 11 2013 M CL C i iv v -BIM 1.5 2.1.1 2.1.2 a 11 2.1.3 Line of Balance (LOB) 12 2.2 Repetitive Scheduling Method (RSM) 13 2.3 Building Information Modeling (BIM) 14 2.3.1 BIM gì? 14 2.3.2 BIM 2.3.3 y (IPD) 15 16 2.3.4 i 16 2.3.5 17 2.3.6 17 - 19 21 3.1 Gi 21 22 23 23 26 27 3.6.1 27 3.6.2 28 3.6.3 28 3.6.4 29 3.6.5 29 30 3.7.1 30 3.7.2 31 3.7.3 33 34 3.8.1 35 3.8.2 35 ii 37 MƠ HÌNH 4D BIM 41 41 4.1.1 - -BIM 41 4.1.2 - 42 4.1.3 - - BIM 44 4.1.4 50 4.1.5 Gia 51 4.1.6 -BIM 52 55 4.2.1 4.2.2 4.2.3 55 - -Planning 57 61 -BIM 64 4.3.1 64 4.3.2 66 68 68 70 72 iii Hình 4.18 4.2.3 K t qu hình 3DHình 4.20 Hình 4.22 Có 61 Hình 4.20 mơ hình 4Du Hình 4.21 Hình 4.21 15 62 Hình 4.22 ngang 63 4.3 Các ng d ng c a mô hình 4D-BIM 4.3.1 Tr c quan hóa k ho ch th c hi n (xem Hình 4.24 màu xám thành Hình 4.23 64 Hình 4.24 cơng t cách minh mơ hình 3D giúp 65 4.3.2 T ng bóc tách kh h ng 66 67 K T LU N theo sau gi 5.1 K t lu n T tác thu 68 : C C S ; chia thành L t 4D-BIM c addphân nhóm 69 5.2 Gi i h ng phát tri n - - - Trong mơ- hình 3D 70 ùng, k khác tùy 71 TÀI LI U THAM KH O (AIA), T A I O A 2007 Integrated Project Delivery: A Guide ARDITI, D & ALBULAK, M Z 1986 Line-of-balance scheduling in pavement construction Journal of Construction Engineering and Management, 112, 411-424 BIM AND CONSTRUCTION AUTHORITY, S 2012 Singapore BIM Guide CARR, R I & MEYER, W L 1974 Planning construction of repetitive building units Journal of the Construction Division, 100, 403-412 CHRZANOWSKI JR, E N & JOHNSTON, D W 1986 Application of linear scheduling Journal of Construction Engineering and Management, 112, 476-491 ELBELTAGI, E & DAWOOD, M 2011 Integrated visualized time control system for repetitive construction projects Automation in Construction, 20, 940-953 HARRIS, R B & IOANNOU, P G 1998 Scheduling projects with repeating activities Journal of Construction Engineering and Management, 124, 269-278 HIJAZI, A M 1989 Simulation analysis of linear construction processes 9003906 Ph.D., Purdue University HUANG, R.-Y & SUN, K.-S 2006 Non-unit-based planning and scheduling of repetitive construction projects Journal of construction engineering and management, 132, 585-597 HWANG, B.-G., THOMAS, S R., HAAS, C T & CALDAS, C H 2009 Measuring the impact of rework on construction cost performance Journal of Construction Engineering and Management, 135, 187-198 JONGELING, R & OLOFSSON, T 2007 A method for planning of work-flow by combined use of location-based scheduling and 4D CAD Automation in Construction, 16, 189-198 KANG, L S., KIM, S.-K., MOON, H S & KIM, H S 2013 Development of 72 a 4D object-based system for visualizing the risk information of construction projects Automation in Construction, 31, 186-203 KENT, D C & BECERIK-GERBER, B 2010 Understanding construction industry experience and attitudes toward integrated project delivery Journal of construction engineering and management, 136, 815-825 LIU, W., FLOOD, I & ISSA, R R Simulation and Optimization of Linear Construction Projects Computing in Civil Engineering (2005), 2005 ASCE, 1-11 LONG, L D & OHSATO, A 2009 A genetic algorithm-based method for scheduling repetitive construction projects Automation in Construction, 18, 499-511 MAHALINGAM, A., KASHYAP, R & MAHAJAN, C 2010 An evaluation of the applicability of 4D CAD on construction projects Automation in Construction, 19, 148-159 O'BRIEN, J., KREITZBERG, F & MIKES, W 1985 Network Scheduling Variations for Repetitive Work Journal of Construction Engineering and Management, 111, 105-116 cheduling for high-rise buildings Journal of the Construction Division, 101, 895-905 REDA, R M 1990 RPM: Repetitive project modeling Journal of Construction Engineering and Management, 116, 316-330 ROECH, W Network Planning and Velocity-Diagrams in Housing Construction Industry Proceedings of the Third INTERNET Congress, 1972 415-422 RUSSELL, A., STAUB-FRENCH, S., TRAN, N & WONG, W 2009 Visualizing high-rise building construction strategies using linear scheduling and 4D CAD Automation in Construction, 18, 219-236 SRISUWANRAT, C & IOANNOU, P G Optimal scheduling of probabilistic repetitive projects using completed unit and genetic algorithms Proceedings of the 39th conference on Winter simulation: 40 years! The best is yet to come, 2007 IEEE Press, 2151-2158 SRISUWANRAT, C., IOANNOU, P G & TSIMHONI, O Simulation and optimization for construction repetitive projects using promodel and 73 SimRunner Simulation Conference, 2008 WSC 2008 Winter, 2008 IEEE, 2402-2412 STAUB-FRENCH, S., RUSSELL, A & TRAN, N 2008 Linear scheduling and 4D visualization Journal of Computing in Civil Engineering, 22, 192-205 THABET, W Y & BELIVEAU, Y J 1994 HVLS: Horizontal and vertical logic scheduling for multistory projects Journal of Construction Engineering and Management, 120, 875-892 WANG, H J., ZHANG, J P., CHAU, K W & ANSON, M 2004 4D dynamic management for construction planning and resource utilization Automation in Construction, 13, 575-589 YAMÍN, R A & HARMELINK, D J 2001 Comparison of linear scheduling model (LSM) and critical path method (CPM) Journal of Construction Engineering and Management, 127, 374-381 ZANEN, P., HARTMANN, T., AL-JIBOURI, S & HEIJMANS, H 2013 Using 4D CAD to visualize the impacts of highway construction on the public Automation in Construction 74 - Email: lthtuyen@hcmut.edu.vn lthtuyen@gmail.com DD: 01696936182 Minh 2011 Q TRÌNH CƠNG TÁC Minh - Lê, T.T , 12-2013, pp.100 103 Lê, T.T , 8-2013, pp.66 71 Lê, T.T Nhà 608 ... mô m c tiêu nghiên c u (1) tác mà tà (2) mơ hình 4D- BIM 1.6 C u trúc c a lu liên quan tíc - BIM thành mơ hình 4D ur T NG QUAN -BIM 2.1 2.1.1 p ti cho d án l p m ng CPM R Walke - - cơng tác Hình. .. d án BIM 2.3 trình bày danh sách trách ) 16 2.2 BIM (BIM and Construction Authority, 2012) -BIM sang BIM) +2.5 +2.5 +5 -5 -5 Thi công cho phép phía 2.3.5 Cơng tác qu n lý mơ hình BIM 2.3.6 Các. .. nhiên, 1.4 Kh có ng d ng c a mơ hình 4D- BIM ơng vào mơ hình 3D thơng d ,c (Russell et al., 2009) í uy tín Mơ hình n ng án -BIM (Mahalingam et al., 2010) , mơ hình 4D Tuy nhiên, sau (Russell et