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TOPIC 2 PRECAST COMPONENTS OF IBS 1. PRECAST CONCRETE & PREFABRICATED TECHNOLOGY 2. LIGHTWEIGHT CONCRETE 3. CREATIVE PRECAST PANEL 4. ESTIMATE SIZING OF COMPONENT USING JKR-CIDB

1. PRECAST CONCRETE & PREFABRICATED TECHNOLOGY LIGHTWEIGHT CONCRETE CREATIVE PRECAST ... · 2018. 8. 31. · Precast architectural panels are also used to clad all or part of a building

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  • TOPIC 2

    PRECAST COMPONENTS OF IBS

    1. PRECAST CONCRETE & PREFABRICATED

    TECHNOLOGY

    2. LIGHTWEIGHT CONCRETE

    3. CREATIVE PRECAST PANEL

    4. ESTIMATE SIZING OF COMPONENT USING

    JKR-CIDB

  • DEFINITION OF PRECAST CONCRETE

    AND

    PREFABRICATED TECHNOLOGY

    IN CONSTRUCTION INDUSTRIES

    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

    http://en.wikipedia.org/wiki/Molding_(process)

  • Prefabrication is the practice of assembling

    components of a structure in a factory or other

    manufacturing site, and transporting complete

    assemblies or sub-assemblies to the construction

    site where the structure is to be located. The term is

    used to distinguish this process from the more

    conventional construction practice of transporting

    the basic materials to the construction site where all

    assembly is carried out.

    http://en.wikipedia.org/wiki/Structurehttp://en.wikipedia.org/wiki/Factoryhttp://en.wikipedia.org/wiki/Manufacturinghttp://en.wikipedia.org/wiki/Transporthttp://en.wikipedia.org/wiki/Construction

  • Detached houses, cottages, log cabin, saunas, etc. are also sold with

    prefabricated elements. Prefabrication of modular wall elements

    allows building of complex thermal insulation, window frame

    components, etc. on an assembly line, which tends to improve

    quality over on-site construction of each individual wall or frame.

    Wood construction in particular benefits from the improved quality.

    However, tradition often favors building by hand in many countries,

    and the image of prefab as a "cheap" method only slows its

    adoption. However, current practice already allows the modifying

    the floor plan according to the customer's requirements and

    selecting the surfacing material, e.g. a personalized brick facade

    can be masoned even if the load-supporting elements are timber.

    http://en.wikipedia.org/wiki/Thermal_insulationhttp://en.wikipedia.org/wiki/Assembly_line

  • PREFABRICATED TECHNOLOGY

    An example from house-building illustrates the process of

    prefabrication. The conventional method of building a house

    is to transport bricks, timber, cement, sand, steel and

    construction aggregate, etc. to the site, and to construct

    the house on site from these materials. In prefabricated

    construction, only the foundations are constructed in this

    way, while sections of walls, floors and roof are

    prefabricated (assembled) in a factory (possibly with

    window and door frames included), transported to the site,

    lifted into place by a crane and bolted together.

    http://en.wikipedia.org/wiki/Brickhttp://en.wikipedia.org/wiki/Timberhttp://en.wikipedia.org/wiki/Cementhttp://en.wikipedia.org/wiki/Sandhttp://en.wikipedia.org/wiki/Steelhttp://en.wikipedia.org/wiki/Construction_aggregatehttp://en.wikipedia.org/wiki/Prefabricated_buildingshttp://en.wikipedia.org/wiki/Foundation_(architecture)http://en.wikipedia.org/wiki/Wallhttp://en.wikipedia.org/wiki/Roofhttp://en.wikipedia.org/wiki/Crane_(machine)http://en.wikipedia.org/wiki/Screw

  • Prefabrication techniques are used in the

    construction of apartment blocks, and housing

    developments with repeated housing units. The

    quality of prefabricated housing units had increased

    to the point that they may not be distinguishable

    from traditionally built units to those that live in

    them. The technique is also used in office blocks,

    warehouses and factory buildings. Prefabricated

    steel and glass sections are widely used for the

    exterior of large buildings.

    http://en.wikipedia.org/wiki/Apartment

  • PRECAST CONCRETE

    By producing precast concrete in a controlled

    environment (typically referred to as a precast

    plant), the precast concrete is afforded the

    opportunity to properly cure and be closely

    monitored by plant employees.

    Utilizing a Precast Concrete system offers many

    potential advantages over site casting of concrete.

    The production process for Precast Concrete is

    performed on ground level, which helps with safety

    throughout a project.

  • There is a greater control of the quality of materials and

    workmanship in a precast plant rather than on a construction site.

    Financially, the forms used in a precast plant may be reused

    hundreds to thousands of times before they have to be replaced,

    which allow cost of formwork per unit to be lower than for site-

    cast production.

    There are many different types of precast concrete forming

    systems for architectural applications, differing in size, function,

    and cost. Precast architectural panels are also used to clad all or

    part of a building facade free-standing walls used for landscaping,

    soundproofing, and security walls, and some can be Prestressed

    concrete structural elements. Stormwater drainage, water and

    sewage pipes, and tunnels make use of precast concrete units.

    http://en.wikipedia.org/wiki/Cladding_(construction)http://en.wikipedia.org/wiki/Facadehttp://en.wikipedia.org/wiki/Soundproofinghttp://en.wikipedia.org/wiki/Prestressed_concrete

  • VARIOUS STRUCTURES OF BUILDING

    USING PRE-CAST CONCRETE

    Concrete cast

    into desired

    shapes prior to

    placement in a

    structure

  • PRE-CAST CONCRETE

  • PRESTRESSED CONCRETE

  • ERECTION

    The assembly of parts put together in

    different ways to form the total building

    fabric

    The parts meet at joints or connections

    Joint refers to the space between

    components whether or not they are in

    contact

  • FRAME JOINTS

  • PRECAST FRAME JOINTS

  • PREPARATION METHOD OF PRECAST

    CONCRETE

    The main factor that contributes to the

    success of a precast building project is

    ‘integration’ of all building professionals

    (include architects, engineers, clients,

    contractors and subcontractors).

  • The following figures illustrate the precast

    concrete process:

    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.

    http://theconstructor.org/practical-guide/material-testing/concrete-material-testing/

  • The following figures illustrate the precast

    concrete process:

    2. Assembly of moulds:

    The reinforced cage is

    positioned in the partly

    assembled mould, then

    the remaining mould

    section is completed.

    http://theconstructor.org/practical-guide/material-testing/concrete-material-testing/

  • The following figures illustrate the precast

    concrete process:

    3. Mix being poured:

    Carefully specified

    concrete is placed into

    the mould. Many

    precast works now

    employ computer

    controlled batching

    plants.

    http://theconstructor.org/practical-guide/material-testing/concrete-material-testing/

  • The following figures illustrate the precast

    concrete process:

    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.

    http://theconstructor.org/practical-guide/material-testing/concrete-material-testing/

  • The following figures illustrate the precast

    concrete process:

    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.

    http://theconstructor.org/practical-guide/material-testing/concrete-material-testing/http://theconstructor.org/concrete/precast1/

  • The following figures illustrate the precast

    concrete process:

    6. Storage of high-quality units in works 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.

    http://theconstructor.org/practical-guide/material-testing/concrete-material-testing/

  • The following figures illustrate the precast

    concrete process:

    7. Transport to site:

    The components are

    delivered to site in a

    pre-determined

    sequence to ensure that

    hardened concrete are

    ready for instant

    erection.

    http://theconstructor.org/practical-guide/material-testing/concrete-material-testing/http://theconstructor.org/concrete/special-concrete/hardened-concrete1/

  • The following figures illustrate the precast

    concrete process:

    8. Erection at site:

    The components are

    erected straight from

    the lorry. This leads to

    faster erection times

    with reduced on-site

    activity.

    http://theconstructor.org/practical-guide/material-testing/concrete-material-testing/

  • The following figures illustrate the precast

    concrete process:

    9. Finished building:

    http://theconstructor.org/practical-guide/material-testing/concrete-material-testing/

  • ADVANTAGES &

    DISADVANTAGES OF

    PRECAST CONCRETE

    SYSTEM & PREFABRICATED

    TECHNOLOGY

    IN CONSTRUCTION

    INDUSTRIES

  • ADVANTAGES OF PRE-CAST CONCRETE

    SYSTEM & PREFABRICATED TECHNOLOGY

    High level mechanization thus precisionNo delay due to bad weather and manpower (Independent of

    adverse weather conditions during construction)Application of modular design in standardizing dimensions Work done concurrently at factory and at site thus speed

    up constructionLow site workers requirement due to simplified

    construction methodsQuality controlled and highly aesthetic end productsReduction of construction materials at sitesSave costs

  • Reduction / elimination of conventional timber formworks

    Reduction / elimination of props

    Reduction of construction wastes

    Cleaner sites

    Safer construction sites

    Faster completion of construction projects

    Cheaper total construction costs made possible due to all of the

    above

    Environmental friendly way of building, with optimum use of

    materials, recycling of waste products, less noise and dust etc.

    Continuing erection in winter time until -20 °C

  • DISADVANTAGES OF PRE-

    CAST CONCRETE SYSTEMLeaks can form at joints in prefabricated components.

    Transportation costs may be higher for voluminous prefabricated

    sections than for the materials of which they are made, which can

    often be packed more efficiently.

    Large prefabricated sections require heavy-duty cranes and

    precision measurement and handling to place in position.

    Larger groups of buildings from the same type of prefabricated

    elements tend to look drab and monotonous.

  • EXAMPLES: IBS

    The construction of Police Station

    in Senawang Negeri Sembilan:

    Comprises of 1 unit of Police

    Station Office Block, 4 units of Class

    F Quarters and 2 Units of Class G

    Quarters and the External works

  • THE CONSTRUCTION OF QUARTERS G

    The Block comprises of 5 Storey Building as shown in the picture

    QUARTERS G

  • Precast Wall Precast Slab

    Level Block G1

    Block G2

    Block G1

    Block G2

    1 91 91 0 0

    2 94 94 102 102

    3 94 94 102 102

    4 94 94 102 102

    Upper Roof

    1 1 0 0

    468 468 408 408

    NUMBERS OF PANELS USED

  • CONSTRUCTION PROCESS USING PRECAST PANELS

    PILING

    PILE CAP

    STUMP

    GROUND BEAM

    FLOOR SLAB

    COLUMN

    INSTALLATION OF CONCRETE WALL PANEL

    INSTALLATION OF FLOOR SLAB CONCRETE PANEL

    CONCRETE TOPPING ON FLOOR SLAB

    PROCESS REPEATED FOR SUCCESIVE FLOOR

    cast insitu

    cast insitu

    cast insitu

    cast insitu

    precast

    precast

    cast insitu

  • OTHER EXAMPLE OF PRECAST

    CONCRETE PANELS CONSTRUCTION

    Construction of Quarters in Audit Academy in

    Negeri Sembilan

    More Types of Precast Panels were used in the

    construction

  • Hollow Core Slab 1927.0 m2

    Precast Plank291.0 m2

    Precast Balcony 16 nos.

    Precast Beam 136 nos.

    Precast Column 63 nos.

    Precast Staircase

    (Flight & Landing Elements)12 nos.

    Precast Parapet & Load

    Bearing Walls200 nos.

    Components delivered for this project are as below:

  • SOME COMPLETED PROJECT PHOTOS USING PRECAST CONCRETE STRUCTURE

    -Commercial Building Category

  • SOME COMPLETED PROJECT PHOTOS USING PRECAST

    CONCRETE STRUCTURE

    -Public Building Category

  • TOPIC 2CREATIVITY PRECAST PANELS FOR INDUSTRIALISED BUILDING SYSTEM (IBS)

  • INTRODUCTION OF PANELS SYSTEM

    DEFINE AS PREFABRICATED EXHIBIT COMPOSED OF

    CONNECTED RECTANGULAR PANELS OF VARIOUS

    SIZES.

    MADE IN VARIOUS FORMS AND NORMALLY

    PREFABRICATED AT FACTORY.

    CONTRIBUTED ONLY FOR AESTHETICAL EXPRESSION OF

    BUILDING.

  • Light and medium weight panel

    •Wood frame

    •Metal frame

    •Composite materials

    Heavy weight panel

    (factory produced)

    •Concrete

    Heavy weight

    panel (tilt up-

    produced on site)

    •Concrete

    PANEL SYSTEM

  • PANELS WITH FALSE COLUMN

    False column are simple column provided at the opening side of the

    door.

    Simply bind at grade beam or at roof rods.

  • PANELS WITH CURVE PANEL

    Is a special panel having big dimensions and thickness.

    Manufactured in the factory in a flat form and pre arranged in order

    to be bent after the job site.

    Main advantage offered by this panel is possibility to cover big areas

    in a fast and convenient way.

    The structure grants a high thermal insulation as well as a resistance

    to earthquakes.

  • PANEL WITH DECORATIVE OPENING

  • DECORATIVE OPENING

    Are widely used in modern interior decoration.

    The example are wave panel, decorative grille and

    acoustic panel.

    They have 3D effect, suit for all types of interior design

    concepts.

    Wooden acoustic panel is excellent at reducing

    noises.

  • PANEL WITH CAST-IN ALUMINIUM WINDOW FRAME

    The implementation of cast-in window system requires coordination

    between the window fabricator and the precaster.

    Proper handling and protection are important throughout the

    precast process, delivery and erection of the precast wall panels.

    Protection is importance to avoid physical damages to the frames,

    which could be costly to rectify or replace.

  • PANEL WITH CORNICE

    Cornice are generally found at the very top of an exterior wall, just under the roofline.

    Define as any horizontal decorative molding that crowns a building or furniture elements.

    The function is throw rainwater free of the building wall and increase aesthetic value of the building.

    Cornices can be used both inside a building and outdoors. While outdoor cornices tend to be functional in moving water away from the home, indoor varieties tend to be strictly decorative

  • FACADE

    • One side of the exterior of a building,

    especially the front (frontage) but also

    sometimes the side and rear of building.

    • Is the outer appearance which is forecasted

    to make the viewers or observers believe

    that the thing behind the outer appearance

    will be as good as the outer appearance.

    • Two categories:-

    1) Load bearing façade

    2) Non load bearing facade

  • Load bearing facade

    Façade which serve dual purpose as structural supports for floor load,

    structural above or architectural element.

  • Non Load bearing facade Build as decorative enclosures for internal floors. Often used as

    skeletal frames (steel, precast in-situ)

  • PRECAST STAIRCASE,

    BATHROOM AND HALF

    SLAB

  • PRECAST STAIRCASE

    The stair units are precast reinforced concrete modular stairs used in layouts which are

    individually designed to suit the client’s requirements.

    Manufactured in sections specifically designed to be manhandled.

    This system suited to all types of buildings, including residential, commercial and industrial

    applications e.g. townhouses, clusters, offices, houses, low-cost housing and fire escapes.

  • PRECAST STAIRCASE

    Advantages of precast staircase:-

    i. Expert advice, professional service and prompt delivery.

    ii. Quality, uniform product

    iii. Flexibility

    iv. The advantages of a dry trade

    v. The elimination of formwork enables instant access and use of stairs.

    vi. Tiles laid directly onto stairs

  • PRECAST STAIRCASE

    Advantages of precast staircase:-

    vii. Balustrades can be fixed to either the top or side of the stairs

    viii. Rapid installation

    ix. Cost savings on material, time and labour

  • PRECAST STAIRCASE

  • BATHROOM

    In spite of the fact that bathroom is one of the smallest rooms of a house,

    it is one of the most labour intensive elements for construction, asking for

    proper waterproofing and careful quality control.

    Benefits of pre-fabricated bathroom units are reviewed as:

    i. Higher quality finishes and low wastage of materials,

    ii. Improved productivity of labour on site,

    iii. Reduced wet work especially in the bathroom and less cleaning up work

    on site,

    iv. Better quality in waterproofing works in the factory environment,

    v. Maintenance can be carried out within the unit rather from neighbouring

    unit,

    vi. High buildability score.

  • BATHROOM

    These benefits translate into substantial savings in cost for developers,

    high and consistent quality product for designers and simpler quality

    control for contractors.

  • HALF SLAB

    Comprise a thin reinforced precast concrete slab with cast in lattice girders and which are provided with

    an in-situ concrete topping.

    Suitable as floorings for building, bridge decks, and permanent formworks.

  • HALF SLAB

  • Under the Construction Industry Master Plan (I Master Plan 2006-2015), Malaysia’s

    construction sector is envisioned in 8 years time to be a highly efficient and productive

    industry.

    By 2015, it should be an industry that employs highly skilled workers adapt at utilizing

    modern techniques and technology which can deliver high quality products and services.

  • IBS was well known in many developing countries as it provides high level quality

    construction, more cost competitive, rapidly increases construction period, reduces

    dependence on foreign labor, reduces wastage, environmental-friendly and maintains

    cleanliness at construction sites.

    Based on statistics provided by the Department of Statistics (DOS), the used of timber and

    timber products as construction materials for 2010 was valued at RM 4.02 billion which

    comprised mainly of sawn timber RM 2.46 billion (61.3%), plywood (water proof) RM 689

    million (17.2%) timber door and window frame RM 464 million (11.6%) and other timber

    materials RM 333 million (8.3%) and gypsum plaster board RM 66 million (1.6%).

    Out of which, a value of RM 86 million (13.6%) was IBS timber frames (prefabricated timber,

    beams and column).

    Source :- MTIB-CIDB

  • WOOD & TIMBER PRODUCT

    RM

    4,015,784,000

    (82.4%)

    IBS WOOD MATERIALS

    RM 85,514,000

    (17.6%)

    APPLICATION OF TIMBER IN

    CONSTRUCTION INDUSTRY

  • FLOORING

    ROOF TRUSSES

    COLUMN

  • INSTALLATION OF GLULAM GALLERY

    AT JOHOR BHARU

  • ENGINEERED TIMBER PRODUCT (ETP)

    GLUED LAMINATED TIMBER

    (EDEN PROJECT, UK)LAMINATED VENEER LUMBER

  • Timber IBS is still at infant state in Malaysia.

    Currently there are 21 licensed fabricators of

    Timber IBS. Number of CIDB registered as supplier

    for timber IBS is far lesser than other IBS material.

    The use of timber is construction is gradually being

    eroded by alternatives materials such as steel,

    concrete and PVC, hence timber IBS is not

    considered as a competitive sector.

    Lack of appropriate education to specifiers and

    consumers in the use of our timber resources which

    caused a negative perception on local timbers.

  • STRUCTURAL LIGHTWEIGHT

    CONCRETE (LWC)

  • Lightweight concrete can be defined as a type ofconcrete which includes an expanding agent in that itincreases the volume of the mixture while givingadditional qualities and lessened the dead weight.

    It is lighter than the conventional concrete.

    The use of lightweight concrete has been widely spreadacross countries such as USA, United Kingdom andSweden.

    The MAIN SPECIALTIES of lightweight concrete are its lowdensity and thermal conductivity.

  • It’s ADVANTAGES are that there is a reduction of dead

    load, faster building rates in construction and lower

    haulage and handling costs.

    It was first introduced by the Romans in the second century

    where ‘The Pantheon’ has been constructed using pumice,

    the most common type of aggregate used.

    The building of ‘The Pantheon’ of lightweight concrete

    material is still standing eminently in Rome until now for

    about 18 centuries as shown in Figure . It shows that the

    lighter materials can be used in concrete .

  • THE

    PANTHEON

  • Lightweight concrete CAN BE PREPARED either by injecting

    air in its composition or it can be achieved by omitting the

    finer sizes of the aggregate or even replacing them by a

    hollow, cellular or porous aggregate.

    Lightweight concrete can be categorized into three groups:-

    i) No-fines Concrete

    ii) Lightweight Aggregate Concrete

    iii) Aerated/Foamed Concrete

  • No-Fines Concrete

    Defined as a lightweight concrete composed of cement

    and fine aggregate.

    Uniformly distributed voids are formed throughout its

    mass.

    It maintains its large voids and not forming laitance

    layers or cement film when placed on the wall.

    The strength of no-fines concrete increases as the

    cement content is increased.

    It is sensitive to the water composition.

  • Lightweight Aggregate Concrete

    • The porous lightweight aggregate of low specific gravity is usedin this LWC.

    • Can be natural aggregate such as pumice, scoria & all of thosevolcanic origin and artificial aggregate.

    • There are 2 types of lightweight aggregate concrete:-

    i. Compacted lightweight aggregate concrete (for precastconcrete blocks or panels, cast in-situ roofs and walls)

    ii. Structural lightweight aggregate concrete (can be used withsteel reinforcement as to have a good bond between the steeland the concrete.

  • Aerated / Foamed Concrete

    Does not contain coarse aggregate, and can be regarded as an aerated mortar.

    Is made by introducing air or other gas into a cement slurry and fine sand.

    In commercial practice, the sand can be replace by pulverized fuel ash, or

    siliceous material or lime as cement.

    There are 2 methods to prepare the aerated concrete:-

    i. Inject the gas into the mixing during its plastic condition. (for precast units at

    factory)

    ii. Air is introduced either by mixing-in stable foam or by whipping-in air, using

    an air-entraining agent. (for in-situ concrete)

  • Water Absorption

    Water absorption is an important factor due to

    the porous structure of the aerated

    lightweight concrete.

    The water absorption test is done using the

    samples prepared at the age of 28 days.

    The purpose of this test is to identify the

    capability of the concrete to absorb water.

  • Entrained Air

    As with normal-weight concrete, entrained air in structural

    lightweight concrete ensures resistance to freezing and thawing

    and to deicer applications.

    It also improves workability, reduces bleeding and segregation, and

    may compensate for minor grading deficiencies in the aggregate.

    The amount of entrained air should be sufficient to provide good

    workability to the plastic concrete and adequate freeze-thaw

    resistance to the hardened concrete.

    Air contents are generally between 5% and 8%, depending on the

    maximum size of coarse aggregate used and the exposure

    conditions.

  • PRODUCTION OF LWC

  • APPLICATIONS

    Lightweight concrete has been used since the eighteen

    centuries by the Romans.

    The lightweight concrete was also used in construction during

    the First World War. The United States used mainly for

    shipbuilding.

    It is widely used as loose-fill insulation in masonry construction

    where it enhances fire ratings, reduces noise transmission,

    does not rot and termite resistant.

    It is also used for vessels, roof decks and other applications.

  • ADVANTAGES

    Rapid and relatively simple construction.

    Economical in terms of transportation as well as reduction in manpower.

    Significant reduction of overall weight results in saving structural frames,

    footing or piles.

    Most of lightweight concrete have better nailing and sawing properties than

    heavier and stronger conventional concrete.

    Reduction in dead loads making savings in foundations and reinforcement.

    Improved thermal properties.

    Improved fire resistance.

    Reduction in formwork and propping.

  • DISADVANTAGES

    Very sensitive with water content in the mixtures.

    Difficult to place and finish because of the porosity

    and angularity of the aggregate. In some mixes the

    cement mortar may separate the aggregate and

    float towards the surface.

    Mixing time is longer than conventional concrete to

    assure proper mixing.