CONTENTS  PAGES 
1. Introduction  2 - 3 
2. Manufacturing Process of the Structural Elements  4 - 8 
3. Advantages & Disadvantages  9 
4. Case Study  10 - 17 
5. References  18 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
1
 
 
In the era of globalization, there are actually tons of information,                     
knowledge, and technology that are shared and transferred easily across                   
the globe. Here, we have Industrialized Building System (IBS) that is still                       
considered new in Malaysia whereas it is already counted as an old                       
technology in countries that are developed. 
  
IBS has already been implemented in Malaysia since the 60s but                     
only became widely known in the year 1998 when the Cabinet of                       
Ministers endorsed IBS Strategic Plan as the blueprint for the total                     
industrialisation of construction sector. But what exactly is IBS? 
  
Well, we quote CIDB, “IBS is actually a construction system which                     
components are manufactured in a factory, on or off site, positioned and                       
assembled into structures with minimal additional site work”. IBS can also                     
give the definition of a construction system that is built using                     
pre-fabricated components. 
  
This would bring us to the topic of our assignment that falls under                         
one of the main IBS groups identified in Malaysia, which is precast                       
concrete framing, panels and box system. This system includes precast                   
columns, beams, slabs, and 3D components. But due to the fact that all 3                           
systems have way too many information for our assignment, our group                     
were asked to pick just 1 system to focus on. After discussing among                         
ourselves, we have chosen ​precast concrete panel system as our primary                     
focus. 
  
To be more detailed on what panel system is all about, it is basically                           
the structures that carry the weight through large floors and wall panels,                       
and usually consist of sandwich panel, half-slab, as well as hollow slab.                       
The panels could be made up of different types of forms and materials                         
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
2
that are normally casted in the factory. But in some occasions, it may be                           
fabricated on site depending on the scale of the project. 
 
The panel system is suitable to be used in buildings that                     
functionally require a large number of walls such as for apartments,                     
hotels, hospitals, etc. It is not encouraged to be applied to buildings that                         
have large spans or a lot of storeys. Jointing at site is the key issue of this                                 
system. 
 
 
 
 
FIGURE 1.0 
Precast Concrete Panel System 
 
 
 
 
 
 
 
 
 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
3
 
 
 
 
 
The concept of precast (also known as prefabricated) construction                 
includes those building, where the majority of structural components are                   
standardized and produces in plants in a location away from building, and                       
then transported to the site for assembly. These components are                   
manufactured by industrial methods based on mass production in order                   
to build a large number of buildings in a short time at low cost. 
 
 
Precast Slab 
 
 
 
Precast Wall 
 
 
 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
4
1. Production of reinforced cages and main connections: 
 
 
 
The precast factory often has specialist workshops for the                 
manufacture and maintenance of moulds, and for the production of                   
jig-built reinforcing cages and connections. ​Reinforcement bars are               
bent and reinforcement cages prepared in the bending and                 
reinforcement assembly shop. 
 
 
2. Assembly of moulds: 
 
 
 
The reinforced cage is positioned in the partly assembled mould,                   
then the remaining mould section is completed. ​Forms can be                   
assembled in both production shops (small and big assembly line),                   
i.e. wooden fill-in and reinforcement are inserted into steel forms of                     
the precast concrete element to be produced. 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
5
3.  Mix being poured: 
 
 
 
Carefully specified concrete is placed into the mould. Many precast                   
works now employ computer controlled batching plants. ​Concrete               
is placed from concrete skips handled with an overhead crane.                   
Concrete is produced in a concrete batching plant. 
 
 
 
 
4.  Compaction of concrete using poker vibrator: 
 
 
 
To ensure that optimum density is obtained and that specified                   
strengths are achieved, concrete is placed and compacted using                 
high-frequency external vibrators or pokers. 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
6
5.  Precast concrete being moved to the storage area: 
 
 
 
Once an appropriate strength has been reached, the precast units                   
are moved to the storage area. Units are usually handled within                     
hours of casting as part of the rapid production cycle. The product                       
exhibits a high degree of dimensional accuracy and quality of finish.                     
Economies of production are achieved through the repetitive and                 
automated process. 
 
6.  Storage of high-quality units of work area:  
 
 
 
The finished precast components are stacked on clean battens or                   
plastic pads positioned to suit the design of the component. Care is                       
taken to keep the stacks vertical and to ensure that battens are                       
placed directly above one another within the stack.
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
7
7.  Transport to site: 
 
 
 
Large linear precast concrete elements can be transported by three                   
overhead cranes directly from the production shop and loaded onto                   
trucks. ​The components are delivered to site in a predetermined                   
sequence to ensure that hardened concrete are ready for instant                   
erection.
 
 
 
 
 
 
 
 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
8
 
 
 
 
 
 
 
 
ADVANTAGES  DISADVANTAGES 
Quality can be controlled and monitored 
much more easily . 
Connections between panel will be 
difficult. 
Quantity discount can lower cost due to 
precaster buy materials for multiple 
projects. 
Joints between panels are often 
expensive and complicated. 
Weather is eliminated as a factor, can 
cast in any weather and still get the 
same results. 
Cranes are required to lift the panel. Will 
also effects the expenses. 
Less labour is required and that labor 
can be less skilled. 
Limited building design flexibility. 
Repeatability - easy to make many 
copies of the same precast products. 
Very small margin for error. 
 
 
 
 
 
 
 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
9
 
 
 
 
 
 
Senawang, Negeri Sembilan 
 
Function of Building  : ​Office and Apartment 
Construction Period  :​ 1 year, Dec 2003-2004 
Architect  : ​Public Works Department, Malaysia 
Consulting Engineer  : ​Public Works Department, Malaysia 
Manufacturer    :​ Sunway Precast Industries Sdn. Bhd. 
IBS system    : ​Precast Concrete Walls 
 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
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Apart from new school buildings, the Public Works Development                 
has also embarked on the new design of Government quarters using IBS.                       
The Senawang Police Quarters is one such pilot project that employed                     
this new design. In this project, precast concrete wall panels that acts as                         
load-bearing walls and facade were utilized. This project shows that, with                     
design creativity and standardisation of precast components and               
connections, a wide variety of designs can be achieved with precast                     
concrete. The repetitiveness of element and rapid construction of precast                   
concrete give economic advantages to the system over the conventional                   
cast in-situ system. 
 
 
 
 
 
Figure 2.0​ ​Perimeter load 
bearing walls function as 
structural elements and facades 
 
 
 
 
 
 
 
 
 
 
Figure 2.1 ​Erection of wall panel 
 
 
 
 
 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
11
 
 
 
Bangi, Selangor 
 
 
 
 
 
Function of Building   :​ Quarters for Training Institute 
Construction Period   :​ March 1999- August 1999 
Owner   :​ Judicial and Legal Training Institute 
Client     :​ Public Works Department (PWD) 
Manufacturer   :​ Norwest Holding Sdn. Bhd. 
IBS system   : ​Precast concrete walls and plank slabs 
 
 
 
 
 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
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The complex consists of four-storey and five-storey building blocks.                 
The building were designed based on the PWR/ JKR standard building                     
type, G2. In the case of the five-storey block, the first storey was built                           
using cast in-situ concrete beams and columns with the upper four storey                       
was built with precast concrete wall system. For the four-storey blocks, all                       
four storeys were constructed using precast slabs and walls. The precast                     
concrete system consists of precast concrete precast walls and planks.                   
The wall comprised load-bearing double walls of 170mm thick and                   
non-structural solid walls of 125mm thick. The floor system for the first                       
and fourth storeys consisted of 50mm-thick precast half slabs, combined                   
with 100mm-thick cast in-situ concrete to give total slab thickness of                     
150mm. The floor slabs sat on double walls with the specified bearing                       
length. The project, started in March 1999, was completed in August                     
1999. 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
13
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Figure 3.0 
Precast concrete 
panel wall under 
construction 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
14
 
 
 
Parcel 8, Precinct 9, Putrajaya. 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Function of Building    : ​Apartment 
Construction Period    : ​15 months (10 months for the erection of precast  
  concrete structure) 
Owner  :​ Putrajaya Holding Sdn. Bhd. 
Architect  : ​ZMD Architect. 
Consulting Engineer  : ​Case Consultants Sdn. Bhd. 
      Jentrikon Perunding Sdn. Bhd. 
Contractor    : ​Setia Putrajaya Sdn. Bhd. 
Manufacturer  : ​Setia Precast Sdn. Bhd. 
IBS system  : ​Precast concrete walls and plank slabs 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
15
The complex consists of two apartment blocks, namely, Block A and                     
Block B, with 17 and 16 floors respectively. There are total of 658 units for                             
the two blocks, and 19,000 precast panels were used for their                     
construction. The rate of erection was approximately four units per day.                     
Cast in-situ slabs were used for floor system, and this minimised leakage,                       
enhanced restraint at the wall ends and produced monolithic slabs to                     
give good diaphragm action. No beams and columns were used in this                       
system. 
 
 
 
 
 
 
Figure 4.0 ​View of the         
construction site, clean and       
systematic 
 
 
 
 
 
 
 
 
 
 
 
Figure 4.1 ​Precast concrete panel         
ready to be lifted and erected 
 
 
 
 
 
 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
16
 
 
 
 
 
 
 
 
 
Figure 4.2 ​Erection of concrete         
wall panels is fast with just in             
time delivery. 
 
 
 
 
 
 
 
 
 
 
 
Figure 4.3 Painting on the high           
quality surface of precast       
concrete wall panels 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
17
 
 
 
 
 
 
 
1. Mishra, G. (2017). ​Precast Concrete Construction - Process and                 
Advantages​. ​The Constructor​. Retrieved 6 June 2017, from               
https://theconstructor.org/concrete/precast-concrete-construction/2
73/ 
2. What is concrete? What is a precast concrete product?​. (2017).                   
BIBM​. Retrieved 6 June 2017, from           
http://www.bibm.eu/precast-concrete/what-is-concrete--what-is-a-pr
ecast-concrete-product- 
3. Precast Concrete-Panel Buildings. (2006). Industrialised Building           
Systems In Malaysia.​ Malaysia: (n.p.). 
4. Performance of IBS Precast Concrete Beam-Column Connections             
Under Earthquake Effects: A Literature Review​. (2017).             
ResearchGate​. Retrieved 6 June 2017, from           
https://www.researchgate.net/publication/285050246_Performanc
e_of_IBS_Precast_Concrete_Beam-Column_Connections_Under_
Earthquake_Effects_A_Literature_Review 
5. EFFECTIVENESS OF INDUSTRIALISED BUILDING SYSTEM (IBS)           
IMPLEMENTATION FOR MALAYSIAN CONSTRUCTION INDUSTRY​.         
(2017). ​Eprints​. Retrieved 6 June 2017, from             
http://eprints.uthm.edu.my/1700/1/MARDHIAH_ZAWAWI.pdf 
6. EFFECTIVENESS OF INDUSTRIALISED BUILDING SYSTEM (IBS)           
IMPLEMENTATION FOR MALAYSIAN CONSTRUCTION INDUSTRY​.         
(2017). ​Eprints​. Retrieved 6 June 2017, from             
http://eprints.uthm.edu.my/1700/1/MARDHIAH_ZAWAWI.pdf 
7. Mishra, G. (2017). ​PRECAST CONCRETE PROCESS​. ​The             
Constructor​. Retrieved 6 June 2017, from           
https://theconstructor.org/concrete/precast-concrete-process/6272/ 
8. Precast Concrete Components | VCES a.s., PREFA​. Retrieved 6                 
June 2017, from ​http://www.vces-prefa.cz/EN/prefabrikovane-dilce 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
18
 
 
Green building (also known as ​green construction or ​sustainable building​) refers to
both a structure and the application of processes that are ​environmentally
responsible and ​resource-efficient throughout a building's life-cycle: from planning to
design, construction, operation, maintenance, renovation, and demolition. This
requires close cooperation of the contractor, the architects, the engineers, and the
client at all project stages. The Green Building practice expands and complements
the classical building design concerns of economy, utility, durability, and comfort.
A similar concept is ​natural building​, which is usually on a smaller scale and tends to
focus on the use of ​natural materials that are available locally. ​
Other related topics
include ​sustainable design and ​green architecture​. Sustainability may be defined as
meeting the needs of present generations without compromising the ability of future
generations to meet their needs. ​
Although some green building programs don't
address the issue of the retrofitting existing homes, others do, especially through
public schemes for energy efficient refurbishment​. Green construction principles can
easily be applied to retrofit work as well as new construction.
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
19
CONTENTS  PAGES 
Abstract  2 
Introduction  3 - 5 
About Cyberjaya  6 
Location  7 
Part  1 
- District Cooling System  
- Recycling Center 
- Low Carbon Framework 
- Air Quality Monitoring 
- Bicycle Route 
- Solar Power 
- Green Building 
- Compostech Machine 
 
9 - 11 
12 - 13 
14 - 15 
16 - 18 
19 - 22 
23 - 24 
25 - 27 
28 - 29 
Part  2 
- District Cooling System 
- Solar Power 
- Recycling Center 
- Air Quality Monitoring 
- Compostech Machine 
- Green Building 
- Bicycle Routes 
 
31 - 32 
33 
34 - 35 
36 - 37 
38 
39 - 40 
41 - 42 
Part  3  43 - 48 
References  49 
Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
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Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
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Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System
22

Ct3

  • 2.
      CONTENTS  PAGES  1. Introduction  2 - 3  2. Manufacturing Process of the Structural Elements 4 - 8  3. Advantages & Disadvantages  9  4. Case Study  10 - 17  5. References  18  Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 1
  • 3.
        In the eraof globalization, there are actually tons of information,                      knowledge, and technology that are shared and transferred easily across                    the globe. Here, we have Industrialized Building System (IBS) that is still                        considered new in Malaysia whereas it is already counted as an old                        technology in countries that are developed.     IBS has already been implemented in Malaysia since the 60s but                      only became widely known in the year 1998 when the Cabinet of                        Ministers endorsed IBS Strategic Plan as the blueprint for the total                      industrialisation of construction sector. But what exactly is IBS?     Well, we quote CIDB, “IBS is actually a construction system which                      components are manufactured in a factory, on or off site, positioned and                        assembled into structures with minimal additional site work”. IBS can also                      give the definition of a construction system that is built using                      pre-fabricated components.     This would bring us to the topic of our assignment that falls under                          one of the main IBS groups identified in Malaysia, which is precast                        concrete framing, panels and box system. This system includes precast                    columns, beams, slabs, and 3D components. But due to the fact that all 3                            systems have way too many information for our assignment, our group                      were asked to pick just 1 system to focus on. After discussing among                          ourselves, we have chosen ​precast concrete panel system as our primary                      focus.     To be more detailed on what panel system is all about, it is basically                            the structures that carry the weight through large floors and wall panels,                        and usually consist of sandwich panel, half-slab, as well as hollow slab.                        The panels could be made up of different types of forms and materials                          Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 2
  • 4.
    that are normallycasted in the factory. But in some occasions, it may be                            fabricated on site depending on the scale of the project.    The panel system is suitable to be used in buildings that                      functionally require a large number of walls such as for apartments,                      hotels, hospitals, etc. It is not encouraged to be applied to buildings that                          have large spans or a lot of storeys. Jointing at site is the key issue of this                                  system.          FIGURE 1.0  Precast Concrete Panel System                        Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 3
  • 5.
              The concept ofprecast (also known as prefabricated) construction                  includes those building, where the majority of structural components are                    standardized and produces in plants in a location away from building, and                        then transported to the site for assembly. These components are                    manufactured by industrial methods based on mass production in order                    to build a large number of buildings in a short time at low cost.      Precast Slab        Precast Wall            Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 4
  • 6.
    1. Production of reinforced cages and main connections:        The precastfactory often has specialist workshops for the                  manufacture and maintenance of moulds, and for the production of                    jig-built reinforcing cages and connections. ​Reinforcement bars are                bent and reinforcement cages prepared in the bending and                  reinforcement assembly shop.      2. Assembly of moulds:        The reinforced cage is positioned in the partly assembled mould,                    then the remaining mould section is completed. ​Forms can be                    assembled in both production shops (small and big assembly line),                    i.e. wooden fill-in and reinforcement are inserted into steel forms of                      the precast concrete element to be produced.      Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 5
  • 7.
    3.  Mix being poured:        Carefully specified concreteis placed into the mould. Many precast                    works now employ computer controlled batching plants. ​Concrete                is placed from concrete skips handled with an overhead crane.                    Concrete is produced in a concrete batching plant.          4.  Compaction of concrete using poker vibrator:        To ensure that optimum density is obtained and that specified                    strengths are achieved, concrete is placed and compacted using                  high-frequency external vibrators or pokers.      Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 6
  • 8.
    5.  Precast concrete being moved to the storage area:        Once an appropriatestrength has been reached, the precast units                    are moved to the storage area. Units are usually handled within                      hours of casting as part of the rapid production cycle. The product                        exhibits a high degree of dimensional accuracy and quality of finish.                      Economies of production are achieved through the repetitive and                  automated process.    6.  Storage of high-quality units of work area:         The finished precast components are stacked on clean battens or                    plastic pads positioned to suit the design of the component. Care is                        taken to keep the stacks vertical and to ensure that battens are                        placed directly above one another within the stack.   Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 7
  • 9.
    7.  Transport to site:        Large linear precastconcrete elements can be transported by three                    overhead cranes directly from the production shop and loaded onto                    trucks. ​The components are delivered to site in a predetermined                    sequence to ensure that hardened concrete are ready for instant                    erection.                     Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 8
  • 10.
                    ADVANTAGES  DISADVANTAGES  Quality can be controlled and monitored  much more easily .  Connections between panel will be  difficult.  Quantity discount can lower cost due to  precaster buy materials for multiple  projects.  Joints between panels are often  expensive and complicated.  Weather is eliminated as a factor, can  cast in any weather and still get the  same results.  Cranes are required to lift the panel. Will  also effects the expenses.  Less labour is required and that labor  can be less skilled.  Limited building design flexibility.  Repeatability - easy to make many  copies of the same precast products.  Very small margin for error.                    Taylor’s University| Construction Technology III | ​Precast Concrete Framing, Panel & Box System 9
  • 11.
                Senawang, Negeri Sembilan    Function of Building  : ​Office and Apartment  Construction Period  :​ 1 year, Dec 2003-2004  Architect : ​Public Works Department, Malaysia  Consulting Engineer  : ​Public Works Department, Malaysia  Manufacturer    :​ Sunway Precast Industries Sdn. Bhd.  IBS system    : ​Precast Concrete Walls        Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 10
  • 12.
    Apart from newschool buildings, the Public Works Development                  has also embarked on the new design of Government quarters using IBS.                        The Senawang Police Quarters is one such pilot project that employed                      this new design. In this project, precast concrete wall panels that acts as                          load-bearing walls and facade were utilized. This project shows that, with                      design creativity and standardisation of precast components and                connections, a wide variety of designs can be achieved with precast                      concrete. The repetitiveness of element and rapid construction of precast                    concrete give economic advantages to the system over the conventional                    cast in-situ system.            Figure 2.0​ ​Perimeter load  bearing walls function as  structural elements and facades                      Figure 2.1 ​Erection of wall panel                Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 11
  • 13.
          Bangi, Selangor            Function of Building   :​ Quarters for Training Institute  Construction Period   :​ March 1999- August 1999  Owner  :​ Judicial and Legal Training Institute  Client     :​ Public Works Department (PWD)  Manufacturer   :​ Norwest Holding Sdn. Bhd.  IBS system   : ​Precast concrete walls and plank slabs                Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 12
  • 14.
    The complex consistsof four-storey and five-storey building blocks.                  The building were designed based on the PWR/ JKR standard building                      type, G2. In the case of the five-storey block, the first storey was built                            using cast in-situ concrete beams and columns with the upper four storey                        was built with precast concrete wall system. For the four-storey blocks, all                        four storeys were constructed using precast slabs and walls. The precast                      concrete system consists of precast concrete precast walls and planks.                    The wall comprised load-bearing double walls of 170mm thick and                    non-structural solid walls of 125mm thick. The floor system for the first                        and fourth storeys consisted of 50mm-thick precast half slabs, combined                    with 100mm-thick cast in-situ concrete to give total slab thickness of                      150mm. The floor slabs sat on double walls with the specified bearing                        length. The project, started in March 1999, was completed in August                      1999.                                            Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 13
  • 15.
  • 16.
          Parcel 8, Precinct 9, Putrajaya.                                  Function of Building    : ​Apartment  Construction Period    : ​15 months (10 months for the erection of precast     concrete structure)  Owner  :​ Putrajaya Holding Sdn. Bhd.  Architect  : ​ZMD Architect.  Consulting Engineer : ​Case Consultants Sdn. Bhd.        Jentrikon Perunding Sdn. Bhd.  Contractor    : ​Setia Putrajaya Sdn. Bhd.  Manufacturer  : ​Setia Precast Sdn. Bhd.  IBS system  : ​Precast concrete walls and plank slabs    Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 15
  • 17.
    The complex consistsof two apartment blocks, namely, Block A and                      Block B, with 17 and 16 floors respectively. There are total of 658 units for                              the two blocks, and 19,000 precast panels were used for their                      construction. The rate of erection was approximately four units per day.                      Cast in-situ slabs were used for floor system, and this minimised leakage,                        enhanced restraint at the wall ends and produced monolithic slabs to                      give good diaphragm action. No beams and columns were used in this                        system.              Figure 4.0 ​View of the          construction site, clean and        systematic                        Figure 4.1 ​Precast concrete panel          ready to be lifted and erected                  Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 16
  • 18.
                      Figure 4.2 ​Erectionof concrete          wall panels is fast with just in              time delivery.                        Figure 4.3 Painting on the high            quality surface of precast        concrete wall panels                              Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 17
  • 19.
                  1. Mishra, G.(2017). ​Precast Concrete Construction - Process and                  Advantages​. ​The Constructor​. Retrieved 6 June 2017, from                https://theconstructor.org/concrete/precast-concrete-construction/2 73/  2. What is concrete? What is a precast concrete product?​. (2017).                    BIBM​. Retrieved 6 June 2017, from            http://www.bibm.eu/precast-concrete/what-is-concrete--what-is-a-pr ecast-concrete-product-  3. Precast Concrete-Panel Buildings. (2006). Industrialised Building            Systems In Malaysia.​ Malaysia: (n.p.).  4. Performance of IBS Precast Concrete Beam-Column Connections              Under Earthquake Effects: A Literature Review​. (2017).              ResearchGate​. Retrieved 6 June 2017, from            https://www.researchgate.net/publication/285050246_Performanc e_of_IBS_Precast_Concrete_Beam-Column_Connections_Under_ Earthquake_Effects_A_Literature_Review  5. EFFECTIVENESS OF INDUSTRIALISED BUILDING SYSTEM (IBS)            IMPLEMENTATION FOR MALAYSIAN CONSTRUCTION INDUSTRY​.          (2017). ​Eprints​. Retrieved 6 June 2017, from              http://eprints.uthm.edu.my/1700/1/MARDHIAH_ZAWAWI.pdf  6. EFFECTIVENESS OF INDUSTRIALISED BUILDING SYSTEM (IBS)            IMPLEMENTATION FOR MALAYSIAN CONSTRUCTION INDUSTRY​.          (2017). ​Eprints​. Retrieved 6 June 2017, from              http://eprints.uthm.edu.my/1700/1/MARDHIAH_ZAWAWI.pdf  7. Mishra, G. (2017). ​PRECAST CONCRETE PROCESS​. ​The              Constructor​. Retrieved 6 June 2017, from            https://theconstructor.org/concrete/precast-concrete-process/6272/  8. Precast Concrete Components | VCES a.s., PREFA​. Retrieved 6                  June 2017, from ​http://www.vces-prefa.cz/EN/prefabrikovane-dilce  Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 18
  • 20.
        Green building (alsoknown as ​green construction or ​sustainable building​) refers to both a structure and the application of processes that are ​environmentally responsible and ​resource-efficient throughout a building's life-cycle: from planning to design, construction, operation, maintenance, renovation, and demolition. This requires close cooperation of the contractor, the architects, the engineers, and the client at all project stages. The Green Building practice expands and complements the classical building design concerns of economy, utility, durability, and comfort. A similar concept is ​natural building​, which is usually on a smaller scale and tends to focus on the use of ​natural materials that are available locally. ​ Other related topics include ​sustainable design and ​green architecture​. Sustainability may be defined as meeting the needs of present generations without compromising the ability of future generations to meet their needs. ​ Although some green building programs don't address the issue of the retrofitting existing homes, others do, especially through public schemes for energy efficient refurbishment​. Green construction principles can easily be applied to retrofit work as well as new construction. Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 19
  • 21.
    CONTENTS  PAGES  Abstract  2  Introduction 3 - 5  About Cyberjaya  6  Location  7  Part  1  - District Cooling System   - Recycling Center  - Low Carbon Framework  - Air Quality Monitoring  - Bicycle Route  - Solar Power  - Green Building  - Compostech Machine    9 - 11  12 - 13  14 - 15  16 - 18  19 - 22  23 - 24  25 - 27  28 - 29  Part  2  - District Cooling System  - Solar Power  - Recycling Center  - Air Quality Monitoring  - Compostech Machine  - Green Building  - Bicycle Routes    31 - 32  33  34 - 35  36 - 37  38  39 - 40  41 - 42  Part  3  43 - 48  References  49  Taylor’s University | Construction Technology III | ​Precast Concrete Framing, Panel & Box System 20
  • 22.
    Taylor’s University |Construction Technology III | ​Precast Concrete Framing, Panel & Box System 21
  • 23.
    Taylor’s University |Construction Technology III | ​Precast Concrete Framing, Panel & Box System 22