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EVALUATION STUDY FOR THE PERFORMANCE OF LIGHTWEIGHT BUILDING SYSTEMS
BASED ON THE THEORIES OF VALUE ENGINEERING
‫القيمة‬ ‫هندسة‬ ‫لنظريات‬ ً‫ا‬‫إستناد‬ ‫الوزن‬ ‫خفيفة‬ ‫البناء‬ ‫أنظمة‬ ‫لألداء‬ ‫تقييمية‬ ‫دراسة‬
Supervision of
Prof.Dr. Hisham Sameh
Dr. Sherif Nasri Kamel
Ali Bassiouny Darwish 1
2
Introduction Systems V Engineering Studies Conclusion
Research Idea
During the last couple of years, the obstacles of the traditional methods of
construction have tremendously increased along with the development of the
construction demand. Eighty percent of the total buildings in the developed
countries have been produced in the construction factories, comparing with
twenty percent of buildings that constructed on-site. Weight, quality, speed and
construction cost become the major factors that affect in the architectural and civil
decisions.#Ref13
On the other hand, the construction industry becomes one of the main influencers
of the international economics, therefore the reduction of construction cost and
energy cost are considered as main targets that attacking the decision makers.
Hence, the idea of research has been created, in order to present a solution for
architects who target the maximum performance of the lightweight building
solutions with a reasonable level of cost. The practical studies of research
presented the benefits behind using the Value Engineering theories throughout the
construction phases.
Research Backbone
3
EVALUATION STUDY FOR THE PERFORMANCE OF LIGHTWEIGHT BUILDING SYSTEMS
BASED ON THE THEORIES OF VALUE ENGINEERING
MetalSheetSystems
Research Backbone
1-
Definitions &
Historical
Development
HistoricalDevelopment
GeneralDefinitions
Custom-madeWalls
DrywallSystems
Classifications
2.
Types and Classifications of Prefabricated
Lightweight Building Systems.ModularBuildings
PrecastWalls
LiteratureReviewof
ValueEngineering.
Theoretical Parts
Casestudy1:KidZania.
CairoFestivalCity,Cairo-
Egypt
Casestudy2:Private
Villa,Cairo-Egypt
Casestudy3:Seasonal
FlightsTerminal.Cairo-
Egypt
Casestudy4Elkhoms
Resort-Lybia
TargetofCaseStudies
PolystyreneBuildings
5-
Conclusion
and
Recommend
ations
Conclusion
Recommendation
Practical Parts
4.
Analysis and Evaluation of Case
Studies
3.
Methodology
of
Case Studies
IdentificationsofCase
Studie
Introduction Systems V Engineering Studies Conclusion
Classification of Building Construction System based on Weight criteria.
4
Prefabricated Lightweight Systems
Introduction Systems V Engineering Studies Conclusion
Drywall is a panel made of gypsum plaster pressed between two thick
sheets of paper. It is used to make interior walls and ceilings. Drywall
construction became prevalent as a speedier alternative to traditional lath
and plaster. A wallboard panel is made of a paper liner wrapped around an
inner core made primarily from gypsum board.
1-Drywall
Solutions
Technical Identification
Weight Per M2 From 25 to 40 KG/m2
Off-site Factor 40% Off-site and 60% On-site preparation.
Using Types 10% Exterior Systems and 90% for internal.
Residential Using 20% in the residential buildings and 80% for non-residential
Walls Ceilings Cladding Shaft-walls
5
Introduction Systems V Engineering Studies Conclusion
Custom-made Walls lies a system of lightweight building cold-
rolled light steel frames. Called Transformer, it is unique in design
and high in strength. Custom-made Walls offers a comprehensive end
to end consultancy, manufacture and supply , covering all aspects of
the design and construction process.
2- Custom-made
Walls
Solutions
Technical Identification
Weight Per M2 From 30 to 50 KG/m2
Off-site Factor 80% Off-site and 20% On-site preparation.
Using Types 80% Exterior Systems and 20% for internal.
Residential Using 100% for non-residential.
Production Processes
6
Facad Module Final Facad
Introduction Systems V Engineering Studies Conclusion
The Polystyrene Walls building system consists of two types of wall
panels. The first type is the single panel, which consists of a
polystyrene core with prefabricated Zinc coated steel wire mesh
reinforcement. The second type of panel is the double panel which is
Polystyrene permanent shutter for an inside poured structural
concrete core.
3- Polystyrene
Walls
Solutions
Technical Identification
Weight Per M2 From 33 to 50 KG/m2
Off-site Factor 60% Off-site and 40% On-site preparation.
Using Types 80% Exterior Systems and 20% for internal.
Residential Using 80% in the residential buildings and 20% for non-
residential
Wall Elements Housing Open Space Areas
7
Introduction Systems V Engineering Studies Conclusion
Metal Sheet Wall” is a broad term that encompasses several different
types of building. Technically, any home that has sections of the
structure built in a factory and then assembled on site can fall under
the “prefab” designation.
4-Metal Sheet
Walls
Technical Identification
Weight Per M2 From 35 to 50 KG/m2
Off-site Factor 70% Off-site and 30% On-site preparation.
Using Types 70% Exterior Systems and 30% for internal.
Residential Using 20% in the residential buildings and 80% for non-residential
Admin BuildingsRetail BuildingsSingle Housing
8
Solutions
Introduction Systems V Engineering Studies Conclusion
Modular construction is a process in which a building is constructed
off-site, under controlled plant conditions, using the same materials and
designing to the same codes and standards as conventionally built
facilities – but in about half the time. Buildings are produced in
“modules” that when put together on site, reflect the identical design
intent and specifications of the most sophisticated site-built facility –
without compromise.
Technical Identification
Weight Per M2 From 45 to 60 KG/m2
Off-site Factor 100% Off-site.
Using Types 50% Exterior Systems and 50% for internal.
Residential Using 50% in the residential buildings and 50% for non-residential
Re-locatable Modular Building Permanent Modular Building
5- Modular
Buildings
9
Introduction Systems V Engineering Studies Conclusion
Precast concrete is a construction product produced by casting
concrete in a reusable mold or "form" which is then cured in a
controlled environment, transported to the construction site and lifted
into place. In contrast, standard concrete is poured into site-specific
forms and cured on site. Precast stone is distinguished from precast
concrete by using a fine aggregate in the mixture, so the final product
approaches the appearance of naturally occurring rock or stone.
6- Precast Walls
Technical Identification
Weight Per M2 From 70 to 110 KG/m2
Off-site Factor 60% Off-site and 40% On-site preparation.
Using Types 85% Exterior Systems and 15% for internal.
Residential Using 30% in the residential buildings and 70% for non-residential
Ceiling Element Wall Elements
10
Introduction Systems V Engineering Studies Conclusion
Value Engineering technique involves an
intensive, systematic and creative study to reduce
cost while enhancing reliability and performance.
The technique is used to achieve the best
functional balance between cost, quality and
performance of a product, system or facility
Cost
Function
QualityPerformance
Function
Resources Operation Technology Image
QualityCost
• Community Value.
• Architecture Image.
• Design Analysis.
• Environment..
• Fire and Safety.
• Performance.
• Operation Time.
• Flexibility.
• User Comfort.
• Capital Cost.
• Maintenance Cost .
• Running Cost.
Value Engineering Philosophy
11
Introduction Systems V Engineering Studies Conclusion
Quality Module Diagram
Since VE depends on relative
concepts, especially value and
worth, it is important to find a tool
that "assists in defining,
measuring and managing of
owner quality expectations"
Quality model is the entry point
during the planning phase for
establishing and developing the
owners' project criteria.
The quality model (QM )provides
a thorough definition of project
performance expectations required
by the owner. The approach of QM
is based on the total quality
management and consists of
managing quality expectations,
measuring quality conformance,
and managing project quality.
Determination of owner attributes for a certain project
12
Introduction Systems V Engineering Studies Conclusion
KidZania - a land of the kids (by the kids, for the
kids). KidZania Cairo offers kids a variety of fun
and interesting role-playing activities in a realistic
city setting. Job activities such as doctor,
firefighter, chef, or flight attendant are associated
with real-world brands, allowing kids to create
and learn with realistic results.
Case Study 1 (KidZania). Cairo Festival City.
Project Activities Master Plan
Custom-made Wall Elements Structure Combination
13
Introduction Systems V Engineering Studies Conclusion
Quality Module Steps for Case study A (KidZania).
Image
Engineering
Technology
Operation Resources
14
Introduction Systems V Engineering Studies Conclusion
ImageEngineering Technology
Operation Resources
ImageEngineering
Technology
Operation Resources
Determination of Owner and Research Attributes for Case Study A (KidZania).
15
Introduction Systems V Engineering Studies Conclusion
In this case study the owner was searching
for the best solution to build the extension
of his private villa. He decided to use the
solutions of the lightweight building in
order to avoid the obstacles of the
traditional way of construction.
Case Study 2 (Private Villa Extension)
Plans Structure Extension
Structure Combination Covering Solution Lightweight Solution
16
Introduction Systems V Engineering Studies Conclusion
ImageEngineering
Technology
Operation Resource
s
ImageEngineering
Technology
Operation Resource
s
17
Determination of Owner and Research Attributes for Case Study B (Private Villa Extension).
Introduction Systems V Engineering Studies Conclusion
Egyptian citizens are regularly thinking to do
HiJ and Umrah, In 2010 the management office
in Cairo airport were studying how to treat the
increasing of visitors number for Sudia Arabia.
Hence, the decision makers took the first step to
build a lightweight terminal to absorb the
seasonal number of travelers.
Case Study 3 (Seasonal Flights Terminal)
18
Introduction Systems V Engineering Studies Conclusion
ImageEngineering
Technology
Operation Resources
19
ImageEngineering
Technology
Operation Resources
Determination of owner and research attributes for Case Study C (Seasonal Flights
Terminal).
Introduction Systems V Engineering Studies Conclusion
Case study 4 (Elkhoms Resort).
This study has been designed and
built by a traditional way of
construction. Elkhoms resort is a
compound, which is located in
Lybia in the west side. Elkhoms is
resort is following the theories of
the Romanic architecture.
20
Villa of Silin Vaults Brick-works
Flat Slab
Pavilion Structure
Introduction Systems V Engineering Studies Conclusion
Strong
Performance
Intermediate
Performance
Weak
Performance
21
Determination of owner and research attributes for Case Study D (Elkhoms Resort).
Quality Module
Table for the
Traditional Way
of Construction
Analysis for the
performance of
the Traditional
Way of
Construction.
Introduction Systems V Engineering Studies Conclusion
22
Suggested Performance
Suggested Building Type
Suggested Lightweight Building Type
WallsDoomsPavilion
Introduction Systems V Engineering Studies Conclusion
Common Zone
Enhanced Zone
Lessening Zone
Enhanced ZoneLessening Zone
Enhanced Zone
Common Zone
23
Quality Module for the Suggested Lightweight Building Type
Comparison
Between the
Traditional
Solutions and
Lightweight
Solutions
Introduction Systems V Engineering Studies Conclusion
24
Conclusion
Introduction Systems V Engineering Studies Conclusion
The own weight of building material is considered as a main criteria that
classifies the construction systems through heavy weight solutions or lightweight
solutions, either it is a load-bearing or non-load bearing element. Hence, six
lightweight building systems have been selected to be studied during the
research, the average weight of systems started from 25kg/m2 for Drywall
systems, 30kg/m2 for Custom-made walls, 33kg/m2 for Polystyrene walls,
35kg/m2 for Metal Sheet walls, 45kg/m2 for Modular buildings and finally
70kg/m2for the precast walls that have been developed by decreasing the own
weight per meter square from 110kg/m2 to 70kg/m2.
25
Conclusion
Introduction Systems V Engineering Studies Conclusion
Value engineering consists of some theories that help the decision makers to
take the right decision that reflects in the technical performance as well as the
cost performance. The main target of value engineering is keeping the projects
in the best quality module that evaluates the architectural image, engineering
performance, operation time and resources.
There is a deep relation between the lightweight building solutions and the
industrial development. The off-site technique of construction increases the
ability of using the lightweight building solutions which need an industrial aiding
before starting the on-site construction.
Sound insulation, heat transfer, energy consumption, fire resistant and
durability are considered as main criteria of building performance that can be
accurately accounted in the lightweight building systems, comparing with the
performance of the traditional method of construction that are not giving
accurate performance according to the international codes and the local norms.
17- Chapter 4 Sector 2 Recommendations
Recommendations for Lightweight building Using
References
04- Chapter 2 Sector 2
(Drywall)
05- Chapter 2 Sector 3
(Custom-made Walls)
06- Chapter 2 Sector 4
Polystyrene System
07- Chapter 2 Sector 5
(Prefabricated)
08- Chapter 2 Sector 6
(Modular Buildings)
09- Chapter 2 Sector 7
(Precast System)
Drywall System Custom-made System Prefabricated System Polystyrene System Modular System Precast System
Strong (4)
ArchitectureImage
EngineeringPerformance
Operation
FinancialResources
Rate
(Maximum16
points)
ArchitectureImage
Engineering
Performance
Operation
FinancialResources
Rate
(Maximum16
points)
ArchitectureImage
Engineering
Performance
Operation
FinancialResources
Rate
(Maximum16
points)
ArchitectureImage
Engineering
Performance
Operation
FinancialResources
Rate
(Maximum16
points)
ArchitectureImage
Engineering
Performance
Operation
FinancialResources
Rate
(Maximum16
points)
ArchitectureImage
Engineering
Performance
Operation
FinancialResources
Rate
(Maximum16
points)
Suitable (3)
Possible (2)
Weak (1)
Zero (0)
A- Housing 10.6667 10.3333 7.0 6.16667 9.16667 10.8333
A.1- Low Income Housing 2 1 2 2 7 2 2 3 1 8 3 2 2 2 9 3 2 3 3 11 3 2 3 1 9 4 3 3 3 13
A.2- Single Family House 3 2 3 1 9 2 3 3 1 9 1 2 2 3 8 4 2 3 4 13 4 3 4 3 14 4 4 4 3 15
A.3- Villas 3 2 2 2 9 4 3 2 1 10 1 2 2 3 8 4 2 3 4 13 3 3 3 3 12 2 3 2 3 10
A.4- Apartments (5 Stories) 3 3 2 2 10 4 2 1 2 9 1 1 2 3 7 0 0 0 0 0 3 3 3 3 12 2 3 3 2 10
A.5- Apartments (11 Stories ) 4 4 3 4 15 4 3 2 2 11 1 1 2 1 5 0 0 0 0 0 2 2 3 1 8 3 3 2 2 10
A.5- Apartments (Towers) 4 3 4 3 14 4 3 4 4 15 1 1 2 1 5 0 0 0 0 0 0 0 0 0 0 2 2 2 1 7
B- Office Buildings 13.6667 13.3333 7.3 3 9.66667 10.6667
B.1- Double Stories 3 3 3 2 11 3 3 3 1 10 2 2 1 2 7 3 2 2 2 9 4 3 3 2 12 3 3 3 1 10
B.2- High Rise 3 4 4 3 14 4 4 4 4 16 2 2 1 1 6 0 0 0 0 0 2 2 3 2 9 3 3 2 2 10
B.3- Mega Scale (Horizontal) 4 4 4 4 16 4 4 2 4 14 2 2 2 3 9 0 0 0 0 0 1 1 3 3 8 3 3 3 3 12
C- Educational Buildings 7.75 6.25 6.5 7 11 11.75
C.1- Nursery 3 2 2 2 9 2 1 3 1 7 3 1 1 3 8 3 2 3 3 11 3 4 3 2 12 3 3 2 1 9
C.2- Primary 3 1 2 2 8 2 2 2 1 7 3 1 1 2 7 3 2 2 3 10 3 2 3 2 10 3 4 2 2 11
C.3- Advanced 3 1 2 2 8 2 1 2 1 6 2 1 1 2 6 2 2 1 2 7 3 3 2 3 11 3 4 2 3 12
C.4- Universities 2 1 2 1 6 1 1 2 1 5 2 1 1 1 5 0 0 0 0 0 3 3 3 2 11 4 4 3 4 15
D- Hospitales 8.2 6.6 10.6 7.2 11.6 8.2
D.1- Emergency 3 2 2 2 9 2 2 2 1 7 4 3 2 4 13 2 1 2 2 7 3 3 3 2 11 4 3 2 2 11
D.2- General 3 2 3 3 11 3 2 2 2 9 2 1 2 3 8 1 1 2 2 6 3 3 2 2 10 4 4 3 2 13
D.3- Specialist 3 2 2 3 10 3 2 2 2 9 2 2 2 2 8 1 1 2 1 5 2 3 3 1 9 3 2 2 1 8
D.4- Clinic 3 2 3 3 11 2 2 2 2 8 2 3 3 4 12 1 2 2 3 8 4 3 3 3 13 3 3 2 1 9
D.5- Portable Clinic. 0 0 0 0 0 0 0 0 0 0 3 3 3 3 12 3 2 2 3 10 4 4 4 3 15 0 0 0 0 0
E- Hotels 12 10.6667 8.33333 8.66667 10.3333 10
E.1-Motels 3 2 3 3 11 3 2 3 2 10 2 2 2 3 9 3 2 3 3 11 4 3 3 2 12 3 3 3 2 11
E.2- Day-use 2 3 2 2 9 2 2 3 1 8 2 2 2 3 9 4 3 4 4 15 4 4 2 1 11 3 3 2 2 10
E.3- Tourism Hotels (Stars) 4 4 4 4 16 4 4 3 3 14 1 2 2 2 7 0 0 0 0 0 2 2 2 2 8 3 1 3 2 9
F-Others 7.625 6 12.875 8.5 12.25 12.375
26
Introduction Systems V Engineering Studies Conclusion
27
THANK YOU
Ali Bassiouny Darwish

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Master Presentation Ali Bassiouny Darwish

  • 1. EVALUATION STUDY FOR THE PERFORMANCE OF LIGHTWEIGHT BUILDING SYSTEMS BASED ON THE THEORIES OF VALUE ENGINEERING ‫القيمة‬ ‫هندسة‬ ‫لنظريات‬ ً‫ا‬‫إستناد‬ ‫الوزن‬ ‫خفيفة‬ ‫البناء‬ ‫أنظمة‬ ‫لألداء‬ ‫تقييمية‬ ‫دراسة‬ Supervision of Prof.Dr. Hisham Sameh Dr. Sherif Nasri Kamel Ali Bassiouny Darwish 1
  • 2. 2 Introduction Systems V Engineering Studies Conclusion Research Idea During the last couple of years, the obstacles of the traditional methods of construction have tremendously increased along with the development of the construction demand. Eighty percent of the total buildings in the developed countries have been produced in the construction factories, comparing with twenty percent of buildings that constructed on-site. Weight, quality, speed and construction cost become the major factors that affect in the architectural and civil decisions.#Ref13 On the other hand, the construction industry becomes one of the main influencers of the international economics, therefore the reduction of construction cost and energy cost are considered as main targets that attacking the decision makers. Hence, the idea of research has been created, in order to present a solution for architects who target the maximum performance of the lightweight building solutions with a reasonable level of cost. The practical studies of research presented the benefits behind using the Value Engineering theories throughout the construction phases.
  • 3. Research Backbone 3 EVALUATION STUDY FOR THE PERFORMANCE OF LIGHTWEIGHT BUILDING SYSTEMS BASED ON THE THEORIES OF VALUE ENGINEERING MetalSheetSystems Research Backbone 1- Definitions & Historical Development HistoricalDevelopment GeneralDefinitions Custom-madeWalls DrywallSystems Classifications 2. Types and Classifications of Prefabricated Lightweight Building Systems.ModularBuildings PrecastWalls LiteratureReviewof ValueEngineering. Theoretical Parts Casestudy1:KidZania. CairoFestivalCity,Cairo- Egypt Casestudy2:Private Villa,Cairo-Egypt Casestudy3:Seasonal FlightsTerminal.Cairo- Egypt Casestudy4Elkhoms Resort-Lybia TargetofCaseStudies PolystyreneBuildings 5- Conclusion and Recommend ations Conclusion Recommendation Practical Parts 4. Analysis and Evaluation of Case Studies 3. Methodology of Case Studies IdentificationsofCase Studie Introduction Systems V Engineering Studies Conclusion
  • 4. Classification of Building Construction System based on Weight criteria. 4 Prefabricated Lightweight Systems Introduction Systems V Engineering Studies Conclusion
  • 5. Drywall is a panel made of gypsum plaster pressed between two thick sheets of paper. It is used to make interior walls and ceilings. Drywall construction became prevalent as a speedier alternative to traditional lath and plaster. A wallboard panel is made of a paper liner wrapped around an inner core made primarily from gypsum board. 1-Drywall Solutions Technical Identification Weight Per M2 From 25 to 40 KG/m2 Off-site Factor 40% Off-site and 60% On-site preparation. Using Types 10% Exterior Systems and 90% for internal. Residential Using 20% in the residential buildings and 80% for non-residential Walls Ceilings Cladding Shaft-walls 5 Introduction Systems V Engineering Studies Conclusion
  • 6. Custom-made Walls lies a system of lightweight building cold- rolled light steel frames. Called Transformer, it is unique in design and high in strength. Custom-made Walls offers a comprehensive end to end consultancy, manufacture and supply , covering all aspects of the design and construction process. 2- Custom-made Walls Solutions Technical Identification Weight Per M2 From 30 to 50 KG/m2 Off-site Factor 80% Off-site and 20% On-site preparation. Using Types 80% Exterior Systems and 20% for internal. Residential Using 100% for non-residential. Production Processes 6 Facad Module Final Facad Introduction Systems V Engineering Studies Conclusion
  • 7. The Polystyrene Walls building system consists of two types of wall panels. The first type is the single panel, which consists of a polystyrene core with prefabricated Zinc coated steel wire mesh reinforcement. The second type of panel is the double panel which is Polystyrene permanent shutter for an inside poured structural concrete core. 3- Polystyrene Walls Solutions Technical Identification Weight Per M2 From 33 to 50 KG/m2 Off-site Factor 60% Off-site and 40% On-site preparation. Using Types 80% Exterior Systems and 20% for internal. Residential Using 80% in the residential buildings and 20% for non- residential Wall Elements Housing Open Space Areas 7 Introduction Systems V Engineering Studies Conclusion
  • 8. Metal Sheet Wall” is a broad term that encompasses several different types of building. Technically, any home that has sections of the structure built in a factory and then assembled on site can fall under the “prefab” designation. 4-Metal Sheet Walls Technical Identification Weight Per M2 From 35 to 50 KG/m2 Off-site Factor 70% Off-site and 30% On-site preparation. Using Types 70% Exterior Systems and 30% for internal. Residential Using 20% in the residential buildings and 80% for non-residential Admin BuildingsRetail BuildingsSingle Housing 8 Solutions Introduction Systems V Engineering Studies Conclusion
  • 9. Modular construction is a process in which a building is constructed off-site, under controlled plant conditions, using the same materials and designing to the same codes and standards as conventionally built facilities – but in about half the time. Buildings are produced in “modules” that when put together on site, reflect the identical design intent and specifications of the most sophisticated site-built facility – without compromise. Technical Identification Weight Per M2 From 45 to 60 KG/m2 Off-site Factor 100% Off-site. Using Types 50% Exterior Systems and 50% for internal. Residential Using 50% in the residential buildings and 50% for non-residential Re-locatable Modular Building Permanent Modular Building 5- Modular Buildings 9 Introduction Systems V Engineering Studies Conclusion
  • 10. Precast concrete is a construction product produced by casting concrete in a reusable mold or "form" which is then cured in a controlled environment, transported to the construction site and lifted into place. In contrast, standard concrete is poured into site-specific forms and cured on site. Precast stone is distinguished from precast concrete by using a fine aggregate in the mixture, so the final product approaches the appearance of naturally occurring rock or stone. 6- Precast Walls Technical Identification Weight Per M2 From 70 to 110 KG/m2 Off-site Factor 60% Off-site and 40% On-site preparation. Using Types 85% Exterior Systems and 15% for internal. Residential Using 30% in the residential buildings and 70% for non-residential Ceiling Element Wall Elements 10 Introduction Systems V Engineering Studies Conclusion
  • 11. Value Engineering technique involves an intensive, systematic and creative study to reduce cost while enhancing reliability and performance. The technique is used to achieve the best functional balance between cost, quality and performance of a product, system or facility Cost Function QualityPerformance Function Resources Operation Technology Image QualityCost • Community Value. • Architecture Image. • Design Analysis. • Environment.. • Fire and Safety. • Performance. • Operation Time. • Flexibility. • User Comfort. • Capital Cost. • Maintenance Cost . • Running Cost. Value Engineering Philosophy 11 Introduction Systems V Engineering Studies Conclusion
  • 12. Quality Module Diagram Since VE depends on relative concepts, especially value and worth, it is important to find a tool that "assists in defining, measuring and managing of owner quality expectations" Quality model is the entry point during the planning phase for establishing and developing the owners' project criteria. The quality model (QM )provides a thorough definition of project performance expectations required by the owner. The approach of QM is based on the total quality management and consists of managing quality expectations, measuring quality conformance, and managing project quality. Determination of owner attributes for a certain project 12 Introduction Systems V Engineering Studies Conclusion
  • 13. KidZania - a land of the kids (by the kids, for the kids). KidZania Cairo offers kids a variety of fun and interesting role-playing activities in a realistic city setting. Job activities such as doctor, firefighter, chef, or flight attendant are associated with real-world brands, allowing kids to create and learn with realistic results. Case Study 1 (KidZania). Cairo Festival City. Project Activities Master Plan Custom-made Wall Elements Structure Combination 13 Introduction Systems V Engineering Studies Conclusion
  • 14. Quality Module Steps for Case study A (KidZania). Image Engineering Technology Operation Resources 14 Introduction Systems V Engineering Studies Conclusion
  • 15. ImageEngineering Technology Operation Resources ImageEngineering Technology Operation Resources Determination of Owner and Research Attributes for Case Study A (KidZania). 15 Introduction Systems V Engineering Studies Conclusion
  • 16. In this case study the owner was searching for the best solution to build the extension of his private villa. He decided to use the solutions of the lightweight building in order to avoid the obstacles of the traditional way of construction. Case Study 2 (Private Villa Extension) Plans Structure Extension Structure Combination Covering Solution Lightweight Solution 16 Introduction Systems V Engineering Studies Conclusion
  • 17. ImageEngineering Technology Operation Resource s ImageEngineering Technology Operation Resource s 17 Determination of Owner and Research Attributes for Case Study B (Private Villa Extension). Introduction Systems V Engineering Studies Conclusion
  • 18. Egyptian citizens are regularly thinking to do HiJ and Umrah, In 2010 the management office in Cairo airport were studying how to treat the increasing of visitors number for Sudia Arabia. Hence, the decision makers took the first step to build a lightweight terminal to absorb the seasonal number of travelers. Case Study 3 (Seasonal Flights Terminal) 18 Introduction Systems V Engineering Studies Conclusion
  • 19. ImageEngineering Technology Operation Resources 19 ImageEngineering Technology Operation Resources Determination of owner and research attributes for Case Study C (Seasonal Flights Terminal). Introduction Systems V Engineering Studies Conclusion
  • 20. Case study 4 (Elkhoms Resort). This study has been designed and built by a traditional way of construction. Elkhoms resort is a compound, which is located in Lybia in the west side. Elkhoms is resort is following the theories of the Romanic architecture. 20 Villa of Silin Vaults Brick-works Flat Slab Pavilion Structure Introduction Systems V Engineering Studies Conclusion
  • 21. Strong Performance Intermediate Performance Weak Performance 21 Determination of owner and research attributes for Case Study D (Elkhoms Resort). Quality Module Table for the Traditional Way of Construction Analysis for the performance of the Traditional Way of Construction. Introduction Systems V Engineering Studies Conclusion
  • 22. 22 Suggested Performance Suggested Building Type Suggested Lightweight Building Type WallsDoomsPavilion Introduction Systems V Engineering Studies Conclusion
  • 23. Common Zone Enhanced Zone Lessening Zone Enhanced ZoneLessening Zone Enhanced Zone Common Zone 23 Quality Module for the Suggested Lightweight Building Type Comparison Between the Traditional Solutions and Lightweight Solutions Introduction Systems V Engineering Studies Conclusion
  • 24. 24 Conclusion Introduction Systems V Engineering Studies Conclusion The own weight of building material is considered as a main criteria that classifies the construction systems through heavy weight solutions or lightweight solutions, either it is a load-bearing or non-load bearing element. Hence, six lightweight building systems have been selected to be studied during the research, the average weight of systems started from 25kg/m2 for Drywall systems, 30kg/m2 for Custom-made walls, 33kg/m2 for Polystyrene walls, 35kg/m2 for Metal Sheet walls, 45kg/m2 for Modular buildings and finally 70kg/m2for the precast walls that have been developed by decreasing the own weight per meter square from 110kg/m2 to 70kg/m2.
  • 25. 25 Conclusion Introduction Systems V Engineering Studies Conclusion Value engineering consists of some theories that help the decision makers to take the right decision that reflects in the technical performance as well as the cost performance. The main target of value engineering is keeping the projects in the best quality module that evaluates the architectural image, engineering performance, operation time and resources. There is a deep relation between the lightweight building solutions and the industrial development. The off-site technique of construction increases the ability of using the lightweight building solutions which need an industrial aiding before starting the on-site construction. Sound insulation, heat transfer, energy consumption, fire resistant and durability are considered as main criteria of building performance that can be accurately accounted in the lightweight building systems, comparing with the performance of the traditional method of construction that are not giving accurate performance according to the international codes and the local norms.
  • 26. 17- Chapter 4 Sector 2 Recommendations Recommendations for Lightweight building Using References 04- Chapter 2 Sector 2 (Drywall) 05- Chapter 2 Sector 3 (Custom-made Walls) 06- Chapter 2 Sector 4 Polystyrene System 07- Chapter 2 Sector 5 (Prefabricated) 08- Chapter 2 Sector 6 (Modular Buildings) 09- Chapter 2 Sector 7 (Precast System) Drywall System Custom-made System Prefabricated System Polystyrene System Modular System Precast System Strong (4) ArchitectureImage EngineeringPerformance Operation FinancialResources Rate (Maximum16 points) ArchitectureImage Engineering Performance Operation FinancialResources Rate (Maximum16 points) ArchitectureImage Engineering Performance Operation FinancialResources Rate (Maximum16 points) ArchitectureImage Engineering Performance Operation FinancialResources Rate (Maximum16 points) ArchitectureImage Engineering Performance Operation FinancialResources Rate (Maximum16 points) ArchitectureImage Engineering Performance Operation FinancialResources Rate (Maximum16 points) Suitable (3) Possible (2) Weak (1) Zero (0) A- Housing 10.6667 10.3333 7.0 6.16667 9.16667 10.8333 A.1- Low Income Housing 2 1 2 2 7 2 2 3 1 8 3 2 2 2 9 3 2 3 3 11 3 2 3 1 9 4 3 3 3 13 A.2- Single Family House 3 2 3 1 9 2 3 3 1 9 1 2 2 3 8 4 2 3 4 13 4 3 4 3 14 4 4 4 3 15 A.3- Villas 3 2 2 2 9 4 3 2 1 10 1 2 2 3 8 4 2 3 4 13 3 3 3 3 12 2 3 2 3 10 A.4- Apartments (5 Stories) 3 3 2 2 10 4 2 1 2 9 1 1 2 3 7 0 0 0 0 0 3 3 3 3 12 2 3 3 2 10 A.5- Apartments (11 Stories ) 4 4 3 4 15 4 3 2 2 11 1 1 2 1 5 0 0 0 0 0 2 2 3 1 8 3 3 2 2 10 A.5- Apartments (Towers) 4 3 4 3 14 4 3 4 4 15 1 1 2 1 5 0 0 0 0 0 0 0 0 0 0 2 2 2 1 7 B- Office Buildings 13.6667 13.3333 7.3 3 9.66667 10.6667 B.1- Double Stories 3 3 3 2 11 3 3 3 1 10 2 2 1 2 7 3 2 2 2 9 4 3 3 2 12 3 3 3 1 10 B.2- High Rise 3 4 4 3 14 4 4 4 4 16 2 2 1 1 6 0 0 0 0 0 2 2 3 2 9 3 3 2 2 10 B.3- Mega Scale (Horizontal) 4 4 4 4 16 4 4 2 4 14 2 2 2 3 9 0 0 0 0 0 1 1 3 3 8 3 3 3 3 12 C- Educational Buildings 7.75 6.25 6.5 7 11 11.75 C.1- Nursery 3 2 2 2 9 2 1 3 1 7 3 1 1 3 8 3 2 3 3 11 3 4 3 2 12 3 3 2 1 9 C.2- Primary 3 1 2 2 8 2 2 2 1 7 3 1 1 2 7 3 2 2 3 10 3 2 3 2 10 3 4 2 2 11 C.3- Advanced 3 1 2 2 8 2 1 2 1 6 2 1 1 2 6 2 2 1 2 7 3 3 2 3 11 3 4 2 3 12 C.4- Universities 2 1 2 1 6 1 1 2 1 5 2 1 1 1 5 0 0 0 0 0 3 3 3 2 11 4 4 3 4 15 D- Hospitales 8.2 6.6 10.6 7.2 11.6 8.2 D.1- Emergency 3 2 2 2 9 2 2 2 1 7 4 3 2 4 13 2 1 2 2 7 3 3 3 2 11 4 3 2 2 11 D.2- General 3 2 3 3 11 3 2 2 2 9 2 1 2 3 8 1 1 2 2 6 3 3 2 2 10 4 4 3 2 13 D.3- Specialist 3 2 2 3 10 3 2 2 2 9 2 2 2 2 8 1 1 2 1 5 2 3 3 1 9 3 2 2 1 8 D.4- Clinic 3 2 3 3 11 2 2 2 2 8 2 3 3 4 12 1 2 2 3 8 4 3 3 3 13 3 3 2 1 9 D.5- Portable Clinic. 0 0 0 0 0 0 0 0 0 0 3 3 3 3 12 3 2 2 3 10 4 4 4 3 15 0 0 0 0 0 E- Hotels 12 10.6667 8.33333 8.66667 10.3333 10 E.1-Motels 3 2 3 3 11 3 2 3 2 10 2 2 2 3 9 3 2 3 3 11 4 3 3 2 12 3 3 3 2 11 E.2- Day-use 2 3 2 2 9 2 2 3 1 8 2 2 2 3 9 4 3 4 4 15 4 4 2 1 11 3 3 2 2 10 E.3- Tourism Hotels (Stars) 4 4 4 4 16 4 4 3 3 14 1 2 2 2 7 0 0 0 0 0 2 2 2 2 8 3 1 3 2 9 F-Others 7.625 6 12.875 8.5 12.25 12.375 26 Introduction Systems V Engineering Studies Conclusion