Concrete Bridge

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    CONCRETE BRIDGESubmitted to:

    Engr. Reden Hernandez

    Submitted by:

    Jerome C. Gatchalian

    Victoriano Macalino

    John Kepvin Viray

    Guio Feliciano

    Jojo Marin

    Norben Sigua

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    HISTORY

    It was in the 18th Century that bridge design began

    to develop into a science, led by an engineering

    school founded in Paris.

    Its director, Jean Perronet, perfected the masonry

    arch, with its low sweeping curve and slender piers.

    Soon afterwards, attention switched to England

    where the invention of the steam locomotive calledfor stronger bridges.

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    In 1794, iron was first used for the chain cables of asuspension bridge over the River Tees and 1779 saw the

    first all-iron bridge over the Severn at Coalbrookdale. This

    arch bridge, spanning 100ft, is still in service.

    Just when the masonry arch bridge was reaching its peak

    around the beginning of the 20th Century, reinforced

    concrete arrived on the scene. Since then, it has become

    the major construction material for bridges as it has for

    most structural and civil engineering applications, with

    its intrinsic versatility, design flexibility and, above all,

    natural durability.

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    Concrete

    Concrete is characterized by the type of aggregate or

    cement used, by the specific qualities it manifests, or

    by the methods used to produce it.

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    Bridges

    More bridges are built using concrete than any other

    material worldwide, demonstrating continued

    confidence in the materials performance and

    durability. Concrete bridges worldwide have a cleartrack record of flexibility and versatility in terms both

    of final forms and methods of construction that is

    hard to match.

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    Benefits

    Function and elegance

    Durability

    Versatility

    Speed and build ability

    Sustainability

    Economy

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    Types of Concrete

    Bridges

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    Arch Bridges

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    Reinforced Slab Bridges

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    Beam and Slab Bridge

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    Box Girder Bridge

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    TECHNIQUESTechniques of construction vary according to the

    actual design and situation of the bridge, there being

    three main types:

    Incrementally launched

    Span-by-span

    Balanced cantilever

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    Incrementally launched

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    Span-by-Span

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    Balanced Cantilever

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    Integral Bridges

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    Cable-Stayed Bridges

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    Suspension Bridges

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    Widening of Gapan

    San Fernando- Olongapo (GSO) Road

    and Emergency Dredging Project

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    DESIGN SPECIFICATION

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    DESIGN METHODOLOGY Pre-casting method

    Cofferdam

    -Bored pile method

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    PRECAST CONCRETE BRIDGE

    I Beams & Super Tees

    -Standard beam can be pre and or post tensioned.

    -Cast on site or in existing PC yard

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    Advantages-Cheap

    -Simple to erect

    Disadvantages-Limited in length (lat torsion buckling)

    -Less efficient

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    COFFERDAMS

    A cofferdam is defined as a temporary structure

    which is constructed so as to remove water and/ or

    soil from area and make it possible to carry on the

    construction work under reasonably dry condition.

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    REQUIREMENTS OF A COFFERDAM

    The cofferdams should be reasonably watertight.

    It should be noted that absolute water tightness isdesired in a cofferdam.

    The cofferdams should be designed for the maximum

    water level and other destructive force so as to make

    it stable against bursting, overturning and sliding.

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    The water to be excluded by a cofferdam may be either

    ground water or water lying above ground level.

    The materials used in the construction of a cofferdam are

    earth, timber, steel and concrete.

    The cofferdam is generally constructed at site of work.

    The type of construction for cofferdam is depended up

    on the depth, soil conditions, fluctuations in the water

    level, availability of material, etc. The cofferdams are constructed with advantage where a

    large area of site is to be enclosed and the hard bed is at

    reasonable depth.

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    USES OF COFFERDAMS To facilitate pile driving operation

    To place grillage and raft foundation

    To construct foundations for piers and abutments ofbridge, dams, locks, etc;

    To enclose a space for the removal of sunken vessels

    To provide a working platform for the foundation of

    building when water is met with; and To provide space for carrying out the foundation work

    without disturbing or damaging the adjoining structuresuch as buildings, pipelines, sewers, etc.

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    BORED PILE METHOD Bored pile is used for those tall buildings or massiveindustrial complexes, which require foundations that

    can bear the load of thousands of tons, most

    probably in unstable or difficult soil conditions.

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    MATERIALS1. AUGER

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    2. BORING MACHINE

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    KELLY BAR

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    SERVICE CRANE

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    THE END