DEVELOPMEN
DEVELOPMENT OF
T OF BUILDING INFORMATION MODEL
BUILDING INFORMATION MODEL
OF OEC TOWER G-9/4, ISLAMABAD
OF OEC TOWER G-9/4, ISLAMABAD
By
MUHAMMAD
MUHAMMAD FAIZAN FAIZAN KHAN KHAN 2010-BE-CE-101(Group leader)2010-BE-CE-101(Group leader)
USAID
USAID ADIL ADIL 2010-BE-CE-1202010-BE-CE-120
FARZAN
FARZAN SOHAIL SOHAIL 2010-BE-CE-432010-BE-CE-43
UZAIR
UZAIR TAHIR TAHIR 2010-BE-CE-1242010-BE-CE-124
RAJA
RAJA MEHRAN MEHRAN KHAN KHAN 2010-BE-CE-1462010-BE-CE-146
(2010-NUST-BE-CIVIL) A report submitted in partial fulfillment
of
the requirements for the degree of Bachelors of
Bachelors of EngineeringEngineering In
Civil Engineering
NUST Institute of Civil Engineering (NICE) NUST Institute of Civil Engineering (NICE) School of Civil
School of Civil and Environmental Engineering (SCEE)and Environmental Engineering (SCEE) National University of Sciences
National University of Sciences and Technology, Islamabad, Pakistan.and Technology, Islamabad, Pakistan. (2013)
This is to certify that the
Report entitled
DEVELOPMEN
DEVELOPMENT OF
T OF BUILDING INFORMATION MODEL
BUILDING INFORMATION MODEL
OF OEC TOWER G-9/4, ISLAMABAD
OF OEC TOWER G-9/4, ISLAMABAD
Submitted by
MUHAMMAD
MUHAMMAD FAIZAN FAIZAN KHAN KHAN 2010-BE-CE-101(Group 2010-BE-CE-101(Group leader)leader) USAID
USAID ADIL ADIL 2010-BE-CE-1202010-BE-CE-120 FARZAN
FARZAN SUHAIL SUHAIL 2010-BE-CE-432010-BE-CE-43 UZAIR
UZAIR TAHIR TAHIR 2010-BE-CE-1242010-BE-CE-124 RAJA
RAJA MEHRAN MEHRAN KHAN KHAN 2010-BE-CE-1462010-BE-CE-146
Has been accepted towards the partial fulfillment of
the requirements for
Bachelors of Engineering in Civil Engineering Bachelors of Engineering in Civil Engineering
_______________________
Engr. Zia Ud Din Engr. Zia Ud Din Assistant Professor, Assistant Professor, Department of Construction Engineering andDepartment of Construction Engineering and ManagementManagement,, National Institute of Transportation (NIT), National Institute of Transportation (NIT), School of Civil
School of Civil and Environmental Engineering (SCEE),and Environmental Engineering (SCEE), National University of
DEDICATED
DEDICATED
TO
TO
OUR PARENTS
OUR PARENTS
TABLE OF CONTENTS
TABLE OF CONTENTS
CONTENTS
CONTENTS PAGEPAGE NONO
ACKNO
ACKNOWLDGEMEWLDGEMENT ....NT ... IX... IX
ABSTRA
ABSTRACT CT ... ... XX
LIST OF ACRONYMS ...
LIST OF ACRONYMS ... X... XII
LIST OF FIGURES
LIST OF FIGURES ... XII... XII
LIST OF
LIST OF TABLETABLES ...S ... X... XIIIIII
INTROD
INTRODUCTIONUCTION... 1... 1
1.1 OBJECTIVES ... 3
1.2 REASONSANDJUSTIFICATIONS ... 3
1.2.1 Market Adoption and Growth ... 3
1.2.2 User Experience ... 3
1.3 ADVANTAGESANDEDUCATIONALOUTCOMES ... 4
1.3.1 Improved Designs ... 4
1.3.2 Life Cycle Asset Management ... 4
1.3.3 Improved Visualization ... 5
1.3.4 Less Wastage ... 5
1.3.5 Reduced Safety Requirements ... 5
1.3.6 Guidelines for Students ... 5
1.3.7 Personal and Social Advantage ... 6
1.3.8 Forensic Analysis ... 6
1.3.9 Facility Management ... 6
1.4 AREASOFAPPLICATION... 6
1.4.1 Improved Communication: ... 6
1.4.3 Cost Estimation ... 7
1.4.4 Project Scheduling ... 7
1.4.5 Conflict, Interference and Collision Detection ... 7
LITERAT LITERATURE REVIEURE REVIEW ...W ... 9... 9
2.1 BACKGROUND ... 9
2.2 BUILDINGINFORMATIONMODELING ... 9
2.3 2.3.1 Clash Controls ... 11TECHNICALASPECTSOFBIM ... 11
2.3.2 Analyses ... 12
2.3.3 Time Estimation (4D) ... 12
2.3.4 Cost Estimation (5D) ... 13
2.4 BIMLEVELS ... 13
2.4.1 Level 0 – Usage of BIM Software ... 14
2.4.2 Level 1 – 3D Coordination ... 14
2.4.3 Level 2 – Analyzes, Time and Cost Estimation ... 14
2.4.4 Level 3 – Integrated Model ... 14
2.5 TECHNOLOGIESIMPLEMENTEDINBIM ... 15
2.5.1 CAD Technology ... 15
2.5.2 Object CAD Technology: ... 16
2.5.3 Parametric Building Modeling ... 16
2.6 BIMANDPROJECTMANAGER ... 16
2.6.1 Communication Benefits ... 17
2.6.2 Quality Benefits ... 17
2.7 BIMANDCONSTRUCTIONMANAGEMENT ... 18
2.7.1 Design Phase ... 18
2.7.2 Construction Phase... 19
2.7.3 Management Phase ... 20
2.8 ADVANTAGESOFBIM ... 20
2.9 BIMIMPLEMENTATIONINREALLIFE ... 21
2.9.1 Melbourne Stadium ... 21
2.9.3 Krakow Stadium ... 22
2.10 BIMTOOLS ... 23
2.10.1 Autodesk Quantity Takeoff... 24
2.10.2 Autodesk Revit... 24
2.10.3 Autodesk Green Building Studio ... 25
2.10.4 Autodesk Navisworks ... 26
METHOD METHODOLOGY ...OLOGY ... 27... 27
3.1 SELECTIONOFTHETOPIC ... 28
3.2 LITERATURESTUDY ... 28
3.3 SITESELECTION... 28
3.4 DATACOLLECTION... 28
3.5 LEARNINGSOFTWARE ... 29
3.6 3-DMODELING ... 29
3.7 CONSTRUCTIONPROCESSSIMULATION ... 30
3.8 QUANTITYTAKEOFF ... 30
3.9 CLASHDETECTION ... 32
3.10 ENERGYANALYSIS ... 32
3.11 ANALYSIS ... 32
3.12 CONCLUSION ... 32
3.13 PREPARINGREPORTANDPRESENTAION ... 33
3.13.1 5D Model Submission... 33
3.13.2 Preparation of Presentation ... 33
CASE STUD CASE STUDY ...Y ... 34... 34
4.1 PROJECTINTRODUCTION ... 34
4.2 SPECIALFEATURESOFOECTOWER... 36
4.3 AREAOFOECTOWER ... 37
4.4 3-DMODEL ... 37
4.4.1 Architectural Model ... 37
4.4.1.1 Grids ... 38
4.4.1.3 Plan Views ... 39
4.4.1.4 Walls ... 39
4.4.1.5 Floors ... 39
4.4.1.6 Openings ... 39
4.4.1.7 Doors and Windows ... 40
4.4.1.8 Ceilings ... 40 4.4.1.9 Ramps ... 40 4.4.1.10 Columns ... 40 4.4.1.11 Other Components ... 41 4.4.2 Structural Model ... 41 4.4.2.1 Floors Slabs ... 41 4.4.2.2 Beams ... 41 4.4.2.3 Columns ... 41 4.4.2.4 Walls ... 41 4.4.2.5 Stairs ... 42 4.4.2.6 Foundations ... 42 4.4.3 HVAC Model ... 42
4.4.3.1 Loading ‗system template‘ ... 42
4.4.3.2 Linking architectural model ... 42
4.4.3.3 Creating work space ... 43
4.4.3.4 Pipes and ducts ... 43
4.4.3.5 Pipe and duct fittings ... 43
4.4.3.6 Mechanical equipment ... 43
4.4.4 Electrical Model ... 43
4.4.4.1 System template: ... 43
4.4.4.2 Linking Revit architectural model: ... 44
4.4.4.4 Types of electrical equipment installed ... 44
4.4.4.5 Creating a circuit system:... 45
4.4.5 Plumbing Model... 46
4.5 QUANTITYTAKEOFF ... 47
4.7 CLASHDETECTION ... 48 4.8 ENERGYANALYSIS ... 49 4.9 QUANTITYCOMPARISON ... 50 4.10 PROBLEMSFACED ... 50 4.11 SUMMARY ... 51 CONCL CONCLUSIONS AND RECOMENDATIUSIONS AND RECOMENDATIONS ...ONS ... ... 5252 5.1 REVIEWOFOBJECTIVES ... 52 5.2 CONCLUSIONS... 52 5.3 RECOMMENDATIONS ... 52 REFER REFERENCES ENCES ... ... 5353 APPENDIX -1... 55 APPENDIX -1... 55 APPENDIX -2... 56 APPENDIX -2... 56 APPENDIX-3... 57 APPENDIX-3... 57 APPENDIX-4... 58 APPENDIX-4... 58 APPENDIX-5... 59 APPENDIX-5... 59 APPENDIX-6... 60 APPENDIX-6... 60 APPENDIX-7... 61 APPENDIX-7... 61 APPENDIX-8... 62 APPENDIX-8... 62 APPENDIX-9... 63 APPENDIX-9... 63
ACKNOWLDGEMENT
ACKNOWLDGEMENT
We are thankful to Allah Almighty for bestowing upon us the strength to accomplish this project. We would like to express our profound sense of reverence and deep regards to our supervisor Assistant Professor Zia Ud Din. His exemplary encouragement and constant guidance was the driving force behind the successful completion of the project. We are indebted to Consultant Civil Engineer at PRIMACO Mr. Waqas Ather, for providing us the necessary assistance and information regarding the project.
Last but not the least we would like to pay our earnest gratitude to our parents and our colleagues for their incredible support and assistance.
ABSTRACT
ABSTRACT
Time and cost are major constraints of every construction project. But most of the projects fail to complete within the estimated budget and schedule. The main reason behind this failure is lack of coordination between different project stakeholders. With the introduction of CAD technology these hurdles have been minimized. But, still the coordination environment was lacking. Advancements in technology yielded new approach towards construction known as BIM. BIM stands for Building Information Modeling. It is a new way of approaching design and documentation of the building project. It is a comprehensive tool used for designing, initiating, executing, monitoring, controlling and completing a less time consuming and cost effective construction project. It encompasses the entire lifecycle of the building including operations. It provides a 3-D Model that helps in defining and simulating the building, its delivery and operations with the help of integrated tools. The feature of embedding quantity estimation and time scheduling together with a 3-D model makes it a 5-D model. In addition to the 5D model other technical aspects of BIM includes clash detection and energy analysis.
5-d model of a building facility was developed in this project with different features of BIM were analyzed. The tools used in this project were Autodesk Revit, Autodesk Navisworks, Autodesk
Green Building Studio and Autodesk Quantity Take off for 3-D modeling, scheduling, clash detection, energy analysis and cost estimation respectively. The project reflected the improvements in quantities and number of change orders with the use of BIM by comparing the actual quantities with results obtained from model developed.
LIST OF ACRONYMS
LIST OF ACRONYMS
3D Three Dimensional x,y,z
CAD Computer Aided Drawing
BIM Building Information Modeling
2D Two Dimensional x,y
MEP Mechanical, Electrical and Plumbing
CMM Capability Maturity Model
4-D Fourth dimension-Scheduling
5-D Fifth dimension – Cost Estimation
NBIMS National Building Information Modeling
Standards
IT Information Technology
PM Project Manager
OEC Overseas Employees Corporation
PVC Polyvinyl Chloride
IPD EOBI
Integrated Project Delivery
LIST OF FIGURES
LIST OF FIGURES
FIGURE 1.1 CONSTRUCTION AND NON-FARM LABOR PRODUCTIVITY INDEX ... 2
FIGURE 1.2 AREAS OF APPLICATION OF BIM (DISPENZA, 2010). ... 8
FIGURE 2.1 FULLY FUNCTIONAL BIM (JIMÉNEZ ET AL., 2001)... 10
FIGURE 2.2 CLASH DETECTION... 12
FIGURE 2.3 COMPARISON BETWEEN DIFFERENT TECHNOLOGIES (AGC, 2005) ... 15
FIGURE 2.4 BIM MODELS ... 19
FIGURE 2.5 BENEFITS OF BIM (YAN & DAMIAN, 2008) ... 21
FIGURE 2.6 KRAKOW STADIUM COMPLEX SPIRAL STRUCTURE ... 22
FIGURE 3.1 FLOW CHART OF THE RESEARCH METHODOLOGY ... 27
FIGURE 3.2 INTEGRATED MODEL... 30
FIGURE 3.3 QUANTITY TAKEOFF WORKING ... 31
FIGURE 4.1 OEC TOWER SOUTH EAST ARTISTIC VIEW ... 34
FIGURE 4.2 OEC TOWER NORTH WEST VIEW ... 35
FIGURE 4.3 OEC TOWER UNDER CONSTRUCTION ... 36
FIGURE 4.4 SCHEDULE SCREENSHOT ... 48
FIGURE 4.5 DUCT BEND AND PLUMBING PIPE CLASH ... 49
LIST OF TABLES
LIST OF TABLES
TABLE 2.1 BIM TOOLS ... 23
TABLE 4.1 PROJECT STAKEHOLDERS ... 35
TABLE 4.2 AREAS OF OEC TOWER ... 37
TABLE 4.3 FLOOR LEVELS ... 39
TABLE 4.4 QUANTITY ESTIMATE SUMMARY ... 47
TABLE 4.5 CLASH DETECTION SUMMARY ... 49
INTRODUCTION
INTRODUCTION
The construction industry in Pakistan has long been criticized all over the world for being inefficient and resource consuming. The reason behind the criticism is their unorthodox approach to construction which is much disorganized and utterly uneconomical (N. Azhar, Farooqui, & Ahmed, 2008). There is a room for improvement in every phase of construction. The construction industry has been facing an alarming situation in terms of labor productivity which is on the decrease since 1960, but it is worth noticing that process industries have increased their labor productivity. Thus, there is a dire need to balance out the situation to prevent wastage and cost overruns (Teicholz, 2004).
According to a research, poor project site management, delays between design and procurement phases, incorrect methods of cost estimation and improper planning are one of the major reasons for cost overruns in the construction industry of Pakistan. As it can be seen from the researches the main factor behind the downfall is the lack of project integration and coordination. Thus, with the aid of new technology and digitized environment these hurdles can be triumph over (N. Azhar et al., 2008).
Impact of technology on construction industry has been positive. The transformation from manual drafting to computer aided drafting was huge step up in construction industry. It revolutionized the whole construction industry the design issues were reduced and 2-D CAD environment provided the user friendly environment to the users to design the building components. It yielded better results and fewer conflicts than the manual drafting (Hergunsel, 2011).
As manual drafting was hectic, user was more prone to errors and to edit these drawings required them to be redrawn. The remedy in the shape of CAD environment was perfect at that time. These 2-D CAD drawings mimic the manual hand drafting in digitized platform which allows the user to edit them, make revisions and to minimize the complexity of drawings with use of layer features. But, as the process industries progressed by leaps and bounds with an aid of modern technology as shown in the figure where we can see that Non-Farm productivity is increasing with the time. CAD could not keep pace with the process industries in the modern era as it can be seen from the figure 1.1 that construction productivity did not progressed and the Chapter 1 Chapter 1
new technology was required to keep pace with the other industries related to the construction industry (Eastman, Teicholz, Sacks, & Liston, 2008).
Figure 1.1 Construction and Non-Farm Labor Productivity Index (Hergunsel, 2011)
To minimize the wastage, cost overrun, inefficiency and conflicts. There was need of a fully coordinated and digitized environment to overcome the limitations of CAD technologies and to increase the labor productivity. Thus, Building information approach was formulated to cater for these limitations and is the remedy for modern era construction issues.
Today BIM has revolutionized the construction industry .It is the latest technology which is being widely accepted around the globe. A Building Information Model is a data-rich, object-oriented 3-D representation of the building project, from which appropriate data as per user requirement can be extracted to generate information that can be helpful to make decisions and improve the process of delivering the project (AGC, 2005).
Since the introduction of BIM technology, the potential of software in construction management
has profoundly increased. A Building Information Model contains as much information related to the building project as can be incorporated. This information can include performance
information obtained throughout the lifecycle of the project, the building‘s features and characteristics and functions of the building (Yan & Damian, 2008).
1.1
1.1 OBJECTIVESOBJECTIVES
The main objectives of this research were:
I. To develop a 3D Model of a facility using Autodesk Revit for virtual representation of the real Project.
II. To develop a simulated schedule of the project with the help of Autodesk Navisworks. III. To perform material takeoff of the project using Autodesk Quantity Takeoff software. IV. To perform clash detection between different models using Autodesk Navisworks.
V. To perform energy analysis of the model using Autodesk Green Building Studio.
1.2
1.2 REASONS AND JUSTIFICATIONSREASONS AND JUSTIFICATIONS
The reasons and justifications for selection of the project are:
1.2.1
1.2.1 Market Adoption and GrowthMarket Adoption and Growth
Many experienced users are realizing the benefits of BIM modeling such as better
communication, improved productivity, and greater chances of winning over the client. This is because of the fact that BIM helps in improving coordination between different departments in the project team due to increased overlapping and integration. This helps in further improving productivity, enhancing quality control and strengthening communication systems. A survey has shown that out of a 100 BIM experts, 82 experts have responded that BIM usage has been very beneficial in improving the productivity of their firm. BIM usage is not only increasing in the construction industry but many new firms are starting to adopt this technology (Dobson, 2004).
1.2.2
1.2.2 User ExperienceUser Experience
The increasing use of BIM corresponds with a wholly pragmatic assessment of the general impact on the BIM users business practices. As users begin to see its vast benefits, they deepen their involvement with BIM. More than half of the users claim that BIM has had a very positive impact on their respective firms.
I. 61% of Contractors believe that BIM is good for their Company. II. Many architects see BIM has been helpful in improving their businesses.
III. Every 4 Clients out of 10 have reported that BIM has been productive for their projects IV. Furthermore, it has been found, that expert users are:
V. More than three times likely to claim that BIM has resulted in improved efficiency for their internal activities (Dobson, 2004).
VI. More than Four times likely to claim that BIM has resulted in improved efficiency for their peripheral activities (Dobson, 2004).
The ability of a user to perform data analysis and extract information comes with skill and experience in using BIM tools. More experts are shown to use BIM tools for quantity takeoff of materials, scheduling of activities and cost estimation of the project as compared to beginners.
1.3
1.3 ADVANTAGES AND EDUCATIONAL OUTCOMESADVANTAGES AND EDUCATIONAL OUTCOMES
Building Information Modeling will be the lightening beacon in the future construction industry. The advantages of BIM are numerous as it covered every field of the construction from concept to conclusion. It has made a lot of complexities simple and has lightened the burden of drafting, documentation etc. The software evolution and new technologies in construction has been a very helpful tool in promoting BIM (Young, Jones, & Bernstein, 2008).
Following are more useful benefits of BIMas discussed in ―Building Information Modeling‖ by McGraw Hill construction (Young et al., 2008):
1.3.1
1.3.1 Improved DesignsImproved Designs
Building proposals can be analyzed on basis of cost and quality comparison, design efficiency as well as real time simulations can be performed. Further changes can be made to the already chalked out plans to improve performance and create a better design for the building.
1.3.2
1.3.2 Life Cycle Asset ManagementLife Cycle Asset Management
Life cycle of a building is defined as the life of a building from its conception to its construction,
maintenance and finally demolition. Building Information models provide the necessary Building information codes to help the user in different activities related to the life cycle of the facility.
1.3.3
1.3.3 Improved VisualizationImproved Visualization
BIM produces models that are far superior in quality as well as in the quantity of data stored in them. For students and clients, BIM is an excellent starting point in helping visualize the physical features and characteristics of a project. This makes communicating the complex
aspects of the building design to the new user very easy.
1.3.4
1.3.4 Less WastageLess Wastage
BIM facilitate in calculating the precise amount of material quantity from the model through quantity takeoff so that neither an excessive order is placed for the materials nor is there any storage problem caused on the project site. The schedule also provides the user with an idea of when the equipments and materials should be brought on site to avoid any delays and also minimize the chance of any damage caused to the materials due to weather or other factors. This in turn results in less material wastage as well as efficient use of labor force and equipment.
1.3.5
1.3.5 Reduced Safety RequirementsReduced Safety Requirements
Many special features of BIM make the facilities more hazard proof such as a process known as
―Fire Protection Modeling‖. This process ensures that the design can be re evaluated for public safety and the best possible steps can be taken in order to make the facility more safe for the occupants in case of a fire breakout. Safety risks can also be evaluated before the construction phase even begins. The project manager is free to review the project complex tasks and activities beforehand in order to reduce the risks for any potential injury or damage.
1.3.6
1.3.6 Guidelines for StudentsGuidelines for Students
The projects being done on BIM will provide a guideline to newcomers. ―If you want to understand today, you have to search yesterday (Pearl S. Buck).‖ Newcomers need not to face all the problems that are currently being faced. The guideline will include the daily life construction processes etc.
1.3.7
1.3.7 Personal and Social AdvantagePersonal and Social Advantage
The projects on BIM will be an exposure to the latest technology being used in modern construction industry. This would help the students to work on more productive disciplines rather than textbook disciplines which would pave way for new construction era.
1.3.8
1.3.8 Forensic AnalysisForensic Analysis
Forensic analysis is the science of analyzing the results obtained after investigating a happened incident and then documenting the causes based on evidences. Forensic analysis can be facilitated significantly using building information modeling as BIM graphically visualizes the potential damages, leaks and evacuation plans (S. Azhar, Hein, & Sketo, 2008).
1.3.9
1.3.9 Facility ManagementFacility Management
Facility management is the vast field which includes the coordination of buildings, office blocks, schools, shopping centers, hotels and hospitals in a way to achieve maximum efficient system. BIM in this field is used for the operations of renovation, space planning and maintenance (S. Azhar et al., 2008).
1.4
1.4 AREAS OF APPLICATIONAREAS OF APPLICATION
Almost every area of construction industry is covered by BIM. Its influence is on every field including the design phase, construction phase and management phase. It provides a platform for the digitized construction which would be very useful in reducing change orders and schedule delays. Areas of application of BIM can be seen from the figure 1.2. The results of this project can be applied for:
1.4.1
1.4.1 Improved Communication:Improved Communication:
BIM can greatly improve the cross department communication as well as between different parties like clients, financers etc that are attached to the project and helps to remove any confusions held by the parties. One of the main reasons why project managers and contractors
prefer to use BIM over other 3D software is that the 3D model obtained through BIM is a much realistic conception and therefore helps the client in deciding what kind of a facility they want to build.
1.4.2
1.4.2 Shop DrawingsShop Drawings
BIM helps in generating high quality shop drawings for various building systems and features. The shop drawing produced for the building can be anything from a detailed isometric image of the Plumbing lines in the facility to the site layout. An example is that once the building model design is complete; one can easily produce the MEP (Mechanical, Electrical and Plumbing) shop drawings. These shop drawings can be used by the contractors to visualize different components of the building.
1.4.3
1.4.3 Cost EstimationCost Estimation
BIM Software often includes a very useful cost estimation feature. The quantity of all the materials used the facility are estimated by the estimation tool and costs are calculated based on a set standard of prices for each material. The software calculates the costs for all materials and adds them up in the end to give the total cost estimate. The number of labors and their working hours can be used to calculate the total estimate of the project.
1.4.4
1.4.4 Project SchedulingProject Scheduling
Project scheduling tool allows the user to link up different sets of activities with the corresponding elements in the BIM model. By linking these activities, the user is able to obtain a bar chart of the project schedule which helps the project managers to find out any conflicts between different activities and plan a clash free schedule. By comparing the planned and real schedules, the project manager is able to better plan the course and speed of activities.BIM also provides the construction project simulation which aids in visualizing the actual construction project.
1.4.5
1.4.5 Conflict, Interference and Collision DetectionConflict, Interference and Collision Detection
BIM models are made in 3-D space so every single object created is visually accessible. Therefore any clash and interference among pipes, beams, columns and electrical wiring can easily be detected (Jiménez, Thomas, & Torras, 2001).
These detections help in saving a lot of time and money. This is possible when there are reduced numbers of change orders and the clashes can be easily visualized.
All the applications of BIM can be seen in figure 1.2
LITERATURE REVIEW
LITERATURE REVIEW
2.1
2.1 BACKGROUNDBACKGROUND
The development of the country is very much influenced by the advancement in its construction industry. There is a dire need of infrastructure and buildings in every underdeveloped country in order to pave way for the economic growth of the country. Building construction progress has been hampered by the economic losses and decreased labor productivity. The economic losses were caused by the defects in the design due to which the prefabricated components of the building are not suitable thus the whole component has to be replaced when there is a design
failure such as constructability issues during the construction.
In 1974 Chuck Eastman and five other authors presented a paper in which they explained the chief means of communication used in building design and construction processes which were drawings, including notes and specifications. They mentioned few problems which were
i. In 2D drawings at least two drawings are required for understanding the structure thus one dimension is shown twice. 2D drawings also become redundant as different items are shown in two different drawings at different scale. All this means if a change is to be done in any drawing it has to be changed in all drawings.
ii. Large efforts are required to keep the design up-to-date. But even with all this hard work there is a possibility that information somewhere is obsolete and non-consistent. iii. For analysis of construction, information has to be taken manually from drawings which
is laborious work
They also suggested a solution, that is to create a computer system that could save and control design information at great detail. This was named as building description system (Eastman et al., 2008).
The solution to the above mentioned problems is BIM and it plays an important role in developing a proper model of a building which represents every aspect and runs the analysis of the building.
2.2
2.2 BUILDING INFORMATION MODELINGBUILDING INFORMATION MODELING
The construction industry has been facing a dramatic change to (I) increase; efficiency, productivity, infrastructure value, quality and sustainability, (ii) reduce; lifecycle costs, lead Chapter 2 Chapter 2
times and duplications, via effective collaboration and communication of stakeholders. Digital construction seeks to integrate processes throughout the entire lifecycle by utilizing building information modeling (BIM) systems as it can be seen in figure 2.1 (S. Azhar et al., 2008).
Figure 2.1 Fully Functional BIM (Jiménez et al., 2001).
BIM stands for ―building information modeling.‖ It is a new and revolutionary approach for the designing, construction and management of buildings.
BIM is viewed in this proposal according to the following definition of BIM. According to the White paper published by Autodesk BIM is defined
as:-―Building information modeling is an approach to building design, construction, and management. It supports the continuous and immediate availability of project design scope, schedule, and cost information that is high quality, reliable, integrated, and fully coordinated. Though it is not itself a technology, it is supported to varying degrees by different technologies (autodesk, 2003).‖
The main function of BIM is to create a 3-D model in digital form which depicts the real life environments .It provides the features to run the maintenance program after the completion of the building. In order to have maximum control over the project there is a need of different models including Architectural, Structural, MEP, resource management and others including a
detailed schedule. So, BIM is referred to a combined model where models from different disciplines are merged (Lahdou & Zetterman, 2011).
The purpose of the building construction is achieved when the building is functional. Building is functional when purpose of the facility completely or partly serves. Thus, BIM is a digital depiction of physical and functional characteristics of a facility. It is a shared information resource about a facility forming consistent basis for decisions during its life-cycle (NBIMS, 2007).
BIM provides the focal point for the project stakeholders. All the data required by any type of stakeholder will be available through BIM. The project location and the environmental impact on the project is a new feature of BIM. The building location provides the information about the impact of natural surroundings, temperature and effect of sunlight. So, building information model describe the geometry, geographic information spatial relationships, quantities and characteristics of building elements, material inventories, cost estimates and schedule of performance. This model can be used to express the entire building life cycle (Bazjanac, 2006). 2.3
2.3 TECHNICAL ASPECTS OF BIMTECHNICAL ASPECTS OF BIM
Different BIM functions are explained which are attached to each BIM level support.
2.3.1
2.3.1 Clash ControlsClash Controls
BIM model of different disciplines can be checked at same moment for any type of geometrical design errors. Those areas where these models overlap each other when they are brought together can easily be altered and can be made error free(Eastman et al., 2008).
To perform clash controls in BIM Autodesk provides a tool named Autodesk Navisworks. The reports can be generated to identify these clashes and there affects on the structure. The alternatives are also suggested in order to get out of these critical situations with relative ease. Controlling clashes helps in minimizing change orders and redesigns (Eastman et al., 2008). This feature has been very effective as it identifies clashes before construction unlike the manual drafting where the clashes were identified during the construction which caused costly delays and the projects could not be completed within budget. Clash detection feature is shown in figure 2.2.
Figure 2.2 Clash detection
2.3.2
2.3.2 AnalysesAnalyses
Analyses on energy usage can be done by synchronizing a BIM model to those tools which determine the isolating ability of a structure and it can analyze total usage for heating and cooling for that structure in extreme conditions. This makes the structure more energy efficient and cost economical. (Eastman et al., 2008).
2.3.3
2.3.3 Time Estimation (4D)Time Estimation (4D)
The time estimation tool, more commonly known as 4D, links the objects present in the information of a building with plan of time. This link then helps in visualizing the project‘s schedule. Moreover, it can be used by users to simulate the building location and construction at random time frames. Such project modeling provides important data and helps the user in foreseeing errors which rear their ugly head later on creating a problem for the user. Autodesk provide the perfect platform to provide this feature in Autodesk Navisworks. The simulation of construction in real world is run in this tool which makes it easy to communicate and sequence different activities .Schedule from Primavera can be imported into the project (Eastman et al., 2008).
Clash between pipes
2.3.4
2.3.4 Cost Estimation (5D)Cost Estimation (5D)
The cost estimation tool (also known as 5D) allows all the elements in the 3D design to be connected with a set price list for all the materials. Although, price lists are mostly based on the volume cost of materials but it can also include the cost of the laborers and equipment cost. This provides the user with a more detailed cost estimate of the project. Such as detailed cost estimate in the early design phases creates a better understanding of the financial implications in terms of design changes and therefore, decisions regarding materials and construction can be evaluated from an economical standpoint. Autodesk provide this feature in Autodesk Quantity Takeoff (Eastman et al., 2008).
2.4
2.4 BIM LEVELSBIM LEVELS
The capability maturity model (CMM), which was developed by NIBMS, defined the organizational level of a model and provided the users with an opportunity to evaluate their procedures based on a wider array of technical objectives.
The basic aim of using CMM is to create a tool for calculating the level of maturity in a building information model by analyzing it against an established criterion and provide that information to the project stakeholders. The term maturity depicts that to which extent the features of BIM are implemented. On the horizontal axis of the matrix there are eleven spheres of concern, for example: data richness, life-cycle views and roles or disciplines. The vertical axis on the other hand contains ten levels of maturity. Ten is considered to be the greatest level of maturity from the Appendix-1.
Different communities form their own criteria to calculate the level of maturity regarding the utilization of BIM. The maturity regarding utilization of BIM in Ramboll is described by levels ranging from 0 to 3, where 0 is the lowest and 3 is the highest level of progression. The parts of BIM which are included in BIM levels are specified. What parts of BIM which are included in each BIM level is specified. This proves to be the driving force behind the task managers to progress to next BIM level which makes the projects successful. The task mangers can expedite their projects for some monetary advantages by moving up to next BIM levels. Utilization of
BIM is very effective for most of the communities so most communities tend rate their success on the basis of BIM levels (Teicholz, 2004).
BIM levels are as follows: 2.4.1
2.4.1 Level 0Level 0 – – Usage of BIM Software Usage of BIM Software
During this level 3D model is only used in the design phase and there is no coordinated integration with other parametric models or fulfils requirements regarding documenting of all information exchange that takes place i.e. the concept of 5D model is not implemented (S. Azhar, Carlton, Olsen, & Ahmad, 2011)
2.4.2
2.4.2 Level 1Level 1 – – 3D Coordination 3D Coordination
For BIM Level 1, a satisfactory level of coordination of functions between the different disciplines (civil, electrical and mechanical disciplines and project hierarchy) is achieved. Clash controls are performed as models of all the disciplines are integrated (S. Azhar et al., 2011) At this level of BIM information flow within the project team is structured and identified to make common goals which would be achieved later on which would help to achieve the main objective of the project.
2.4.3
2.4.3 Level 2Level 2 – – Analyzes, Time and Cost Estimation Analyzes, Time and Cost Estimation
At level 2 in BIM, level 1 and more additional BIM services which requires multi disciplinary data input are provided. In this level certain services are available which include energy analyzers and basic variant of time and cost estimation (S. Azhar et al., 2011).
In this level schedule development and cost estimation are performed with the inclusion of effects due to the building orientation, water harvesting techniques due to which building water consumption will be less and sustainable materials which helps in reduction of materials used. Thus, paving way for energy efficient building (Hergunsel, 2011).
2.4.4
2.4.4 Level 3Level 3 – – Integrated Model Integrated Model
At level 3, a simpleton model is not enough and further complex models are needed to operate. Services from both level one and two are provided with an extremely well coordinated and integrated model between many disciplines. This level integrates all the data including 5-D
model and energy analyzing data, This level needs high level of effort as data needs to be updated periodically so that maintenance program can be run effectively (S. Azhar et al., 2011)
2.5
2.5 TECHNOLOGIES IMPLEMENTED IN BIMTECHNOLOGIES IMPLEMENTED IN BIM
BIM is an approach not a technology so it does requires suitable technologies to implement effectively. Figure 2.3 describe the comparison between different technologies. These technologies are:
Figure 2.3 Comparison between different technologies (AGC, 2005)
2.5.1
2.5.1 CAD TechnologyCAD Technology
This technology supports drafting automation effectively but modern construction requires high level of competence. Using this software can demand high level of effort by maintaining standards such as layers and naming standards. This requires the user to be efficient, highly skilled and disciplined, due to which high level programmers are required to do this job.
2.5.2
2.5.2 Object CAD Technology:Object CAD Technology:
It aims to replicate the building components in CAD drawing, by focusing on the 3D dimensions and geometry of the building facility, the generation of documentation from that 3D drawing and by extracting object data from the building components in order to be able to generate
information about object parameters and quantities. (AGC, 2005)
In object CAD the 3D geometry is used but this becomes really complex for larger projects as more than one floors are made it also requires a lot discipline and care should be taken while using this technology, not much liberty is provided to make plans with ease. As the manual correction is required in CAD technology it also requires the same pattern to implement the corrections.
2.5.3
2.5.3 Parametric Building ModelingParametric Building Modeling
Parametric building modeling corresponds to the decision support system in the Financial Community. This provides an integrated system that can be used to simulate the behavior of a real-world system. These systems blend a Data model (geometry and lengths) with a Behavioral model (change management). In this technology basically the building model is fully coordinated throughout the model i.e. every building component is related to each other. If there is a change in one component then the consequences of the change is applied throughout the related components such as if the door height is to be altered then automatically the wall above it will be altered accordingly. This provides the basic interrelated information which lessens the work effort. Autodesk Revit is an efficient tool which provides the platform to implement this technology (AGC, 2005).
2.6
2.6 BIM AND PROJECT MANAGERBIM AND PROJECT MANAGER
A
Can BIM be used for Project Management? How Project Managers are influenced by BIM? These are some questions which arise in one‘s mind. But after the thorough study of literatureit was concluded that the benefits found in projects using BIM are more than the challenges, moreover the benefits found are aligned with the function of a Project Manager.
The literature showed that there is a dire need for integration of Project teams and collaboration of all parties.BIM could be used effectively for the integration of Project teams and collaboration of all Parties. The Project can be performed in a combined manner to save Cost, time and to
work within the scope. A survey was carried out to understand the influence of BIM on the role of project manager and it states that 50% of the response showed that project manager should be proficient in BIM and 24% response was that project manager should be in charge of BIM-management. Many studies have shown that BIM is a tool that goes far beyond its designed functions. Therefore, the Project Manager should always lead in BIM Management just like he has to lead in all other departments of IT systems in Complex Projects. Although there are some difficulties and challenges faced in the implementation phase of BIM technology but this can be overcome by investing for the sufficient training of Staff in the use of BIM (Jiménez et al., 2001).
Another challenge was the existence of certain Software related issues which did not allow the unleashing of full potential of BIM. The research suggested that the PM must contribute towards solving these issues rather than considering it as an excuse to not use BIM (Jiménez et al., 2001). But the main question arises how BIM can benefit the project manager. The task of the project manager is to deliver a successful project. A successful project can be defined as the Project delivered on time, within budget and within the scope.
BIM provides certain benefits which would help the project manager to deliver a successful project, the benefits are:
2.6.1
2.6.1 Communication BenefitsCommunication Benefits
The communication between different stakeholders improves with the help of BIM. The main reason behind it is the development of a 3-D model which is easy to understand unlike a 2-D Model which has to be imagined to visualize it in reality and not enough information can be included in such models.BIM allows for less costly and time consuming visualizations which are impossible using traditional modeling. The clarity and depiction of real world model helps to communicate with different stakeholders (Lahdou & Zetterman, 2011).
2.6.2
2.6.2 Quality BenefitsQuality Benefits
The quality of a project can be improved with the help of a 3-D model which helps all the stakeholders involved to understand their roles and their objectives. The data need to be entered once in the BIM unlike traditional models which makes cumbersome and complex computations. The process of documentations is also improved. Reports can be generated in any format and can include the required data. The clashes can be controlled in a Project as all the models are
integrated in one model and clashes are detected and can be corrected. The model includes the input of different stakeholders which provides s[specific information to the respective stakeholders (Lahdou & Zetterman, 2011).
The benefits above can create mutual understanding between client and the project manager because of the clear goals and objectives. This takes both client and the project manager on same page. BIM utilized in design phase helps in creating schedules. This helps in calculating the budget. BIM linked with time helps in planning the construction execution process .It provides better control over the project. Cost estimates provides better control of economic aspects of BIM and can optimize the value a client can obtain from the investment (Lahdou & Zetterman, 2011).
2.7
2.7 BIM AND BIM AND CONSTRUCTION MANAGEMCONSTRUCTION MANAGEMENTENT
There are three major areas of Construction Management which are as follows:
2.7.1
2.7.1 Design PhaseDesign Phase
It is a duty of an architect to balance the scope, cost and schedule of the Project. If there are ill-timed changes then it will adversely affect relations between client and the consultant. Using BIM all the data is available straight away and in updated form so that project related decisions can be taken swiftly and effectively.
BIM allows project team to make changes in designs during design phase without any backbreaking and manual checking work because when there is a correction to be made in design while not using BIM, the correction needs to be implemented to every related component manually in order to make the design ready. The check and balance is also required to see if all the related areas are corrected but in BIM the change is coordinated throughout the related components and less time will be consumed. All the design and documentation work can be done concurrently rather than one after the other.
BIM coordinates the change and its consequences made in the certain point of project throughout the project lifecycle automatically. The design team can deliver the work faster. BIM eliminated the coordination mistakes and improve the quality of work. The three different models are shown in figure 2.4.
Figure 2.4 BIM models
The four thorough Case Studies of BIM implementation for precast concrete design by mid-sized structural engineering firms, reported by Kaner, Sacks, Kassian and Quitt revealed that the designs were error free which improved the labor productivity with the help of BIM (Eastman et al., 2008).
2.7.2
2.7.2 Construction PhaseConstruction Phase
BIM makes available concurrent information on Building quality, schedule and cost. Builder can speed up quantification for estimation, production of updated estimates and construction planning. The consequences of procured products can be studied using BIM by using a virtual construction tool of BIM which helps in locating the defects in the building before physical construction is even started, so corrected procured products (e.g. prefabricated beams) can be ordered and plans can be prepared quickly. BIM ensures less time and money is spent on process and administration issues because of high document quality and better construction planning. The digitized nature of BIM releases the complexity of manual documentation process by automatic generation of reports.
In a large health care project due to BIM/VDC (software) there were zero-conflicts and 100% prefabrication and maximum labor productivity with zero accident in the field. With 6 months
2.7.3
2.7.3 Management PhaseManagement Phase
BIM provides digital record of renovation and improve move planning and management. It accelerates the adaption of standard building sample to site conditions for businesses. Physical information about the building is also available such as financial data and furniture inventory etc. Consistent access to this information improves both revenue and cost management in the operation of the build.
2.8
2.8 ADVANTAGES OF BIMADVANTAGES OF BIM
Building information modeling supports the continuous and immediate availability of project, design scope, schedule, and cost information that is high quality, reliable, integrated, and fully coordinated (AGC, 2005).
The advantages are: I. Better Coordination II. High quality work III. Low cost IV. Time saving
V. High labor productivity VI. Environmental Impact VII. Safety provisions VIII. Pre-fabrication
IX. Less work force X. Less conflicts XI. Visual aids XII. Record Data XIII. Maintenance Program XIV. Less changes
A research at the Stanford University research center on BIM revealed that i. Up to 40% elimination of unbudgeted change.
ii. Cost estimation accuracy 3%.
iii. 80% reduction in time taken for cost estimation iv. 7% reduction in project time
v. 10% clash detection which saves the budget.
In many projects millions of dollars have been save by using BIM. Time delays have been provided. Designs have been corrected with the help of contractor‘s services and BIM. This all is done in a coordinated way so that no time is wasted correcting the remaining of the project. Digital process helps in getting work done without a lot of manpower just few technicians are required to operate this software. The figure 2.5 shows the acknowledgement about BIM from the top eight construction companies in UK and USA.
Figure 2.5 Benefits of BIM (Yan & Damian, 2008) 2.9
2.9 BIM IMPLEMENTATION IN REAL LIFEBIM IMPLEMENTATION IN REAL LIFE Some of the examples of implementation of BIM in real life are:
2.9.1
2.9.1 Melbourne StadiumMelbourne Stadium
Studies have shown that use of BIM on Projects has resulted in a 500% return on investment, while the use of ―Bentley structural‖ for scheduling and documenting yielded only a 200% return. Final optimization results through BIM have shown a 10% savings in roof tonnage in the steel members with an ideal roof profile.
This was possible only due to the optimization studies (time and money saving designs) and the function of BIM to compare different structures which proved helpful in eliminating the errors.
2.9.2
2.9.2 Water Treatment Plant-Walsh GroupWater Treatment Plant-Walsh Group
Using Bentley Structures 20 conflicts in the design and construction phase were discovered. This helped the organization to save $90,000 and 7 weeks of delay due to the comprehensive 3D model of BIM which was easy to understand and revealed minor details which were very effective as a truss was designed incorrectly as it was overlapping a steel beam by 6-inches.
2.9.3
2.9.3 Krakow StadiumKrakow Stadium
Generative component is an efficient BIM tool provided Bentley systems. A highly complex spiral structure was designed for the stadium within little amount of time and avoided time delays with the ability of BIM software Generative components to design complex geometry without reworking the documentation process allowed them analyze different spiral geometric structures as shown in figure 2.6.
2.10
2.10 BIM TOOLSBIM TOOLS
The table 2.1 shows the BIM tools which are widely used in the construction industry.
Area
Area of of BIM BIM Product Product Name Name Manufacturer Manufacturer BIM BIM UseUse
Architecture
Autodesk Revit Autodesk Creating and reviewing
3D models
ArchiCAD Graphisoft Conceptual 3D
Architectural Model
Bentley Architecture Bentley Creating and reviewing
3D models
Structure
Revit Structure Autodesk Structural
Tekla Structure Tekla Conceptual 3D
Modeling
Bentley Structures Bentley Multi-discipline
Sustainability
Autodesk Ecotect Analysis Autodesk Energy Analysis
Autodesk Green Building
Studio Autodesk Energy Analysis
Bentley TAS Simulation Bentley
Structural Analysis/Detailing, Quantity Take-off, Building Performance
MEP
Revit MEP Autodesk Shop Drawing
Bentley Hevacomp
Mechanical Design Bentley
Structural Analysis/Detailing, Quantity Take-off, Building Performance
Scheduling Primavera Oracle Schedules
Autodesk Navisworks Autodesk Clash Detection
The tools used in the current project are Autodesk Revit, Autodesk quantity takeoff, Autodesk Navisworks and Autodesk Green building studio. These software are user friendly and are easily
accessible. The tools used in this project are:
2.10.1
2.10.1 Autodesk Quantity TakeoffAutodesk Quantity Takeoff
Autodesk quantity takeoff helps to calculate and estimate materials more swiftly, accurately and easily. Cost estimators can create synchronized, comprehensive project views that combine important information from building information modeling (BIM) tools such as Revit Architecture, Revit Structure, and Revit MEP with images geometry and data from other tools. It can also calculate areas and count the building components manually or automatically and can export them to Excel and to create DWF format.
i. Take-off in minutes automaticallyTake-off in minutes automatically — Perform a take-off on an entire building information model (BIM) in just minutes through integration of 2D and 3D design data. ii. Greater flexibility than typical databases or spread sheetsGreater flexibility than typical databases or spread sheets — Perform interactive
examination of 3D models for material cost estimating purposes. iii. Dynamic countingDynamic counting — Count and quantify design data quickly and easily.
iv. More efficient manual take-off More efficient manual take-off — supports the take-off of JPG, TIF, PDF, and other ―no intelligent‖ image formats.
v. Share, query, and clarifyShare, query, and clarify — Generate quantities linked to specific objects. Mark up and ―round-trip‖ your comments.
vi. Faster and more insightful quantity reportsFaster and more insightful quantity reports — Create summaries and detailed quantity surveying reports quickly and easily.
2.10.2
2.10.2 Autodesk RevitAutodesk Revit
Revit software is specifically developed for building information modeling (BIM), enabling design and construction professionals to take ideas from concept to construction with coordinated and consistent model-based approach. Revit is single software that includes features for architectural design, MEP and structural engineering. Its model can be imported into other BIM tools in order to perform other BIM functions such as clash detection, energy analysis and scheduling etc.
Some of the features of REVIT are:
i. Bidirectional associabilityBidirectional associability — any change in one aspect of a model is reflected throughout the model.
ii. Parametric componentsParametric components — it uses intelligent building components to improve design accuracy.
iii. BIM platformBIM platform — provides a platform for building information modeling by exporting the model to other tools to perform other functions.
iv. Realistic ModelRealistic Model — the 3D model obtained depicts the realistic model with an ability to be edited.
v. FlexibilityFlexibility — the software provides an environment where every designer can work including an Architect, MEE and structural designer.
vi. Work sharingWork sharing — provides an environment where a single Project model can be accessed by different users and changes can be made in
certain areas by the respective users. .
vii. Energy AnalysisEnergy Analysis — support sustainable design decision making.
viii. Improved schedulesImproved schedules — Schedule enhancements with Parameters, Filter & Grand Totals.
2.10.3
2.10.3 Autodesk Green Building StudioAutodesk Green Building Studio
It is energy analysis software which helps designers and architects to perform energy analysis, optimize energy consumptions and work toward carbon neutral building designs during the early processes of the construction project. It is cloud based software. The concept of Green building can be achieved through this software as it allows analyzing buildings and provides the alternative materials to develop a sustainable model. Some of its features are:
I. Building energy analysesBuilding energy analyses — whole building energy analyses calculates total energy use and carbon emission of a building on annual, monthly and daily basis using global database of weather information
II. Weather DataWeather Data — it gives user the access to numerous weather stations which are compiled from many trusted sources.
III. Water usageWater usage — estimates water usage inside and outside of the building.
IV. Solar radiationSolar radiation — visualizes incident solar radiation on window surfaces over any period. V. Day lightingDay lighting — Receive qualification for LEED day lighting credit.
VI. Shadows and reflectionShadows and reflection — gives the shadows and reflection data with respect to sun path.
2.10.4
2.10.4 Autodesk NavisworksAutodesk Navisworks
Navisworks features enable coordination, construction simulation, and project analysis for integrated project review. It provides users advanced tools to simulate scheduling and perform clash detection. It enables coordination, construction simulation and project analysis for integrated projects.
I. Clash detection and interference checkingClash detection and interference checking — foresee and avoid possible clash and interference problems before construction, reducing change orders and delays.
II. Model file and data aggregationModel file and data aggregation — Model publishing and data and model aggregation tools enable user to integrate design and construction data into a single integrated model. III. 5D project scheduling includes time and cost5D project scheduling includes time and cost — Simulate construction project
scheduling in 5D to visually analyze project activities and reduce delays and sequencing problems regarding the project.
IV. Photorealistic model renderingPhotorealistic model rendering — Use photorealistic model rendering capabilities to develop animations in 3D and images.
METHODOLOGY
METHODOLOGY
In order to meet the pre-defined objective, this chapter presents the research methodology adopted. The sequence by which this particular project will be progressed is presented in a flow diagram shown below:
Figure 3.1 Flow Chart of the research methodology
Chapter 3 Chapter 3
The steps followed are explained
below:-3.1
3.1 SELECTION OF THE TOPICSELECTION OF THE TOPIC
In order to carry out the project BIM was selected as BIM provides the modern tools for construction and allows the user to maintain the focus on other important issues.
3.2
3.2 LITERATURE STUDYLITERATURE STUDY
In previous chapter some important terminologies were mentioned and discussed which proved helpful in studying BIM and its uses including better visual effects, prefabrication, project planning and management and cost control. Literature study was facilitated by attending lectures and presentation more over official website of Autodesk and thesis were studied, case studies including Krakow stadium, Marina bay front pedestrian bridge, Melbourne Stadium and research books related to BIM were consulted. This helped to understand and gain the required
information about BIM.
3.3
3.3 SITE SELECTIONSITE SELECTION
Literature study and site selection were performed simultaneously. For the quest of building site different buildings were visited in Islamabad including MARI Petroleum Ltd. (G-10), State Life Tower (Blue Area), Grand Hyatt Hotel (Constitution Avenue) and OEC Tower, (G-9/4). OEC Tower G-9/4, Islamabad was a suitable site and feasible in all aspects. Thus, with the aid National University of Science and Technology and PRIMACO officials the building was
formally selected.
3.4
3.4 DATA COLLECTIONDATA COLLECTION
Data collection and understanding is very important in order to process the data into very useful in information. Thus, Architectural drawings were provided by the site officials to kick start the project and with the passage of time structural and MEP drawings were provided as per requirements. But data collection requires some official permits to share some confidential data. But still there are some aspects of data which are left to be desired.
3.5
3.5 LEARNING SOFTWARELEARNING SOFTWARE
The Project progress depends on a certain tool. Thus, Autodesk Revit , Autodesk Quantity Takeoff, Autodesk Navisworks and Autodesk Green Building Studio were selected tools for modeling, material take off, scheduling and energy analysis respectively. The reasons behind selecting these tools were there availability and special access for students to these tools with the help of student licenses. Different tutorials were used for the process of learning. The main sources for these tutorials were youtube.com, Lynda.com, Autodesk and NUST provided certain resources to learn the software.
3.6
3.6 3-D MODELING3-D MODELING
3-D modeling can only be performed when the user is familiar with the software. A 3D model is a three dimensional model of three different disciplines of construction i.e. Architecture, Structure, MEP (Mechanical, Electrical and Plumbing). Modeling of these three different models was done separately and with the feature of Revit 2013 these three models were linked together. Using copy monitor feature these three models were coordinated. Architectural model consists of basic walls, flooring, finishes openings doors and other architecture components. This model was made with the aid of architectural template available in the internet. The different views of the
model can be seen in the Appendix section.
Structure model consist of beams, columns, reinforced walls and structural items. Reinforcements were given to the framing components and structural analysis was performed in order to verify the design.
MEP model consist of fittings, fixtures, HVAC, electrical and mechanical components which aided for mechanical purposes. A general integrated 3D model can be seen in the figure given below. Plumbing model consists of fire pipes, water pipes, joints, water sprinklers, bends and drainage pipes etc. The HVAC consist of ventilation system of the building and cooling and heating systems of the building with temperature sensors. Electrical systems include electrical wiring, lighting fixtures and sockets etc.
All these models were created with a help of manual 2D drawings. A general integrated model is shown in figure 3.2.
Figure 3.2 Integrated model
3.7
3.7 CONSTRUCTION PROCESS SIMULATIONCONSTRUCTION PROCESS SIMULATION
Scheduling is important in order to take note of the time. Autodesk Navisworks Manage was used for scheduling purpose. The integrated 3-D model was exported from Autodesk Revit in a NWC format. The model NWC format file was imported into Autodesk Navisworks Manage. The schedule was imported from Primavera P6 into the model in Navisworks. The activities and building components were linked together to create a simulation using a tool called timeliner. Different project elements were assigned the related activities to form a simulated schedule. The construction process could be visualized over the span of time.
3.8
3.8 QUANTITY TAKEOFFQUANTITY TAKEOFF
Much BIM software have integrated Cost estimation tools which can easily extract material quantities from the BIM 3-D Model and then use the unit price method to calculate the total cost of all materials.
By using the cost estimation tool in BIM construction materials, equipment and labor force needed for work can be co-related with the resources available on the project. For example, for laying the foundation, a concrete Mixer is required, several skilled labors as well as many reinforcement bars and bags of concrete, along with the usual concrete checks and safety
precautions needed on the sight etc. BIM can be used to breakdown each work package into smaller units and analyze step by step all the related tasks. This helps the user to optimize the work flow and the quantity of equipment, materials and labor needed for each task such as number of laborers needed for a specific task, which in turn results in greater optimization of the entire construction phase.
There are two main fundamentals of cost estimation in BIM, one is pricing and the other is quantity takeoff. The quantity takeoff tool analyzes the 3D BIM model and extracts the quantities of all the materials into a database such as a MS Excel file. A cost estimator needs to have extensive estimation skills and knowledge in order to extract accurate information from the model, even to the point of breaking down of an activity into several components in order to get a better estimation.
Once the estimations are extracted from the model, the estimator has to input the unit prices of all different materials, labor hours etc. In this way, the estimation tool can multiply the estimated quantities with the unit prices to produce a highly accurate cost of the project. The other tool used efficiently in BIM is Autodesk Quantity Takeoff. This tool performs the quantity takeoff directly from the 3-D model made in compatible modeling tool. The cost, labor hours and productivity are calculated with the factors added into the software. The working of Autodesk quantity estimation can be seen from the figure 3.3:
3.9
3.9 CLASH DETECTIONCLASH DETECTION
Every Project has design issues. The main design issue is the clash of designs of different disciplines e.g. clash between MEP and structure design. These issues can be costly as they cause delays and costly change orders. The main reason behind these clashes is the lack of coordination between personnel of different disciplines.BIM provides certain tools to minimize these clashes in the design phase. But still a lot has been left to be desired. So another feature BIM provides to identify clashes between different disciplines after the designs have been completed. Thus Autodesk Navisworks was used in this project to identify clashes. Models form different disciplines were imported into Navisworks and process was run in order to identify clashes. The reports of the clashes detected were generated which could be useful to send to other stakeholders to make changes to their design respectively.
3.10
3.10 ENERGY ANALYSISENERGY ANALYSIS
Nowadays a lot of emphasis is laid on sustainable design and green building. In order to run the energy analysis of the project Autodesk Green building studio was used. The integrated 3-D model was imported in to the software. The location of the building was entered, data period was entered and the energy results were obtained. The heating and cooling loads were identified. The
shadow data, water usage and carbon emission data was resulted.
3.11
3.11 ANALYSISANALYSIS
By the end of estimating costs, the aim of having 5D model was achieved. At that stage there was a requirement of checking all the work that was done so far so that errors and omissions could be traced and eliminated. In final review the data obtained from models was checked. The data obtained from the 5-D model was then compared to srcinal site data which yielded the impact of BIM on a certain facility.
3.12
3.12 CONCLUSIONCONCLUSION
After analyzing the project it was crystal clear impact of BIM in managing the project and then the conclusions were drawn about the methods that could be deployed for having a better management and control over the project.
3.13
3.13 PREPARING REPORT AND PRESENTAIONPREPARING REPORT AND PRESENTAION The final phase of the project included:
3.13.1
3.13.1 5D Model Submission5D Model Submission
5D Model of the building was submitted in form of softcopy. 3.13.2
3.13.2 Preparation of PresentationPreparation of Presentation
CASE STUDY
CASE STUDY
4.1
4.1 PROJECT INTRODUCTIONPROJECT INTRODUCTION
All phases of BIM are to be implemented in the Government Project of Employees Old age Benefit Institution (EOBI) in G-9/4 sector, Islamabad named as Overseas Employees Corporation (OEC) Tower. The total
covered area of the project is 190,000 square feet. The plot size of the project is 120 X 300. Floor area ratio of the building is 1:3. The build floors consist of two basements, one ground floor and nine floors. Builders Associates is the firm contracted to build the project. This was designed by Sohail A. Khan Associates (SAKA). Pakistan Real
Estate Investment & Management Company (PRIMACO) is a firm which represents the client (EOBI) and handles the queries regarding construction. The MEP consultants of the projects are Fahim, Nanji and desouza pvt. Ltd. The project was started in April, 2012 and was to be completed by November, 2013.But due to some reasons the project was not completed
at the targeted date but the latest date proposed for its completion is 20 November, 2014. The detail about the stakeholders can be extracted from table 4.1.
Chapter 4 Chapter 4
Stakeholder Role Information
Stakeholder Role Information
EOBI Client www.eobi.gov.pk
PRIMACO Construction Manager www.primaco.com
SAKA Consultant saka.net.pk
Builders Associates Contractor www.buildersltd.com
Fahim, Nanji & desouza Pvt.
Ltd. MEP consultant www.fnd.com.pk
Table 4.1 Project stakeholders
The site can be seen from the following figure 4.2 and figure 4.3.