Bridge Components Flashcards

(59 cards)

1
Q

COMPONENTS of a BRIDGE

A
  1. SUPERSTRUCTURE
  2. SUBSTRUCTURE
  3. FOUNDATION
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2
Q

Span and directly Receives the live load
Supported by bearings
deck, girders, slab above the main deck

A

SUPERSTRUCTURE

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3
Q

Support structures, located below the bearing
Transmits load to ground
piers, abutments, spandrels, caps, bearings

A

SUBSTRUCTURE

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4
Q

holds the shallow or deep base of the bridge
Footing; piles

A

FOUNDATION

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5
Q

COMPONENTS OF SUPERSTRUCTURE

A
  1. WEARING SURFACE
  2. DECK
  3. PRIMARY MEMBERS
  4. SECONDARY MEMBERS
  5. BEARINGS
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6
Q

OR Course
➢ Topmost layer of material
applied upon the deck to
provide smooth riding surface
and to protect deck from effects
of traffic and weathering
➢ In some instances, this is a
separate layer made of
bituminous material, while in
some it is an integral part of the
concrete deck

A

WEARING SURFACE

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7
Q

➢ The physical extension of the
roadway across the obstruction
to be bridged
➢ Component of the bridge to
which live load is directly applied
➢ Provide smooth and safe riding
surface for the traffic utilizing the
bridge and distribute loads
transversely along the bridge
cross section

A

DECK

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8
Q

TYPES OF DECK

A

➢ TIMBER DECKS
➢ CONCRETE DECKS
➢ STEEL DECKS

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9
Q

Normally referred to as decking or timber flooring
(limited to the roadway portion that receives
vehicular loads)

A

TIMBER DECKS

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10
Q

➢ Concrete permits casting in various shapes and sizes
and has provided bridge designers and builders a
variety of construction methods
➢ It is used together with reinforcement to resist
tensile stress (where concrete is weak)

A

CONCRETE DECKS

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11
Q

Composed of either
➢ Solid steel plate
➢ Steel grids

A

STEEL DECKS

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12
Q

Distributes loads longitudinally and are usually designed principally to resist flexure and shear

A

PRIMARY MEMBERS

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13
Q

BEAM TYPE primary members are
also referred to as

A

stringers or girders

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14
Q

placed between the deck slab and the top flange of
the stringer in order for the slab not to rest directly on the member

A

haunch

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15
Q

▪ Efficient for shorter spans
▪ Limited sizes and shapes

A

I – girders: Rolled Beams

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16
Q

▪ Deep girders can span very long distances
▪ Vast range of sizes and shapes

A

I – girders: Plate Girders

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17
Q

▪ Box section efficiently resists torsion effects
▪ Vast range of shape and sizes

A

Box Girders

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18
Q

➢ Are bracing between primary members
➢ designed to resist cross-sectional
deformation of the superstructure frame
➢ and help distribute part of the vertical
load between stringers

A

SECONDARY MEMBERS

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19
Q

Other secondary members (like _____________ ) composed of crossed frames at the top or bottom flanged of a stringer
➢ are used to ________________________ caused by loads acting perpendicularly to the bridge’s
longitudinal axis

A

lateral bracing; resist lateral deformation

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20
Q

TYPE OF SECONDARY MEMBERS

A

CROSS FRAMES
DIAPHRAMS
LATERAL BRACING

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21
Q

Used on steel girder bridges to provide torsional stiffness during construction and in final
condition

A

CROSS FRAMES

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22
Q

▪ Used on steel girder bridges to provide torsional stiffness during construction and in the final
condition
▪ Typically used on shallow beams

A

DIAPHRAMS

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23
Q

Used to provide lateral stiffness
and limit lateral deflections

A

LATERAL BRACING

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24
Q

➢ Are mechanical systems which
transmit the vertical and horizontal
loads of the superstructure to the
substructure
➢ Accommodates movement between
superstructure and substructure
➢ Use and functionality vary greatly
depending on the size and
configuration of bridge

25
TYPES OF BEARINGS
➢ Expansion bearings ➢ Fixed bearings
26
Allow both rotation and longitudinal translation
Expansion bearings
27
Allow rotation only
Fixed bearings
28
EXAMPLES OF BEARINGS
Elastomeric Bearing Rocker Bearing Disc Bearing Pot Bearing Mechanical roller
29
components of SUBSTRUCTURE
1. Abutments 2. Piers 4. Pedestals 5. Stem 6. Backwall 7. Wingwall 8. Footing 9. Piles 10. Sheeting
30
➢ Earth-retaining structures which support the superstructure and overpass roadway at both ends of the bridge ➢ Like retaining walls, it resist longitudinal forces of the earth underneath the overpass roadway ➢ Connects the bridge with the approach roadway
ABUTMENTS
31
➢ support the superstructure at intermediate points between end supports ➢ Bridges consisting of one span, does not require ➢ From aesthetic standpoint: ➢ can make a bridge visually pleasing (or unattractive) since it is one of the most visible components of a highway bridge
PIERS
32
Basic Types of Pier
Hammerhead Solid wall or gravity Column Bent Pile Bent
33
▪ Also referred as solid shaft pier or Tpier ▪ Major stream crossings where heavy loads, tall piers or sizable debris loads may occur ▪ Looks attractive for bridges requiring large clearance
HAMMER HEAD PIER
34
used for most stream crossings to avoid collecting of debris and floating ices between columns
SOLID /GRAVITY WALL PIER
35
well suited for shallow water crossings
PILE BENT PIER
36
Or also called open Bent
COLUMN BENT PIER
37
➢ Short column on an abutment or pier under a bearing ➢ Directly supports a superstructure primary member ➢ Normally designed with different heights to obtain required bearing elevations
PEDESTALS
38
used to refer to the elevation at the top surface of the pedestal
Bridge seat
39
➢ A primary component of the abutment supporting pedestals on top of a footing ➢ Its main function is to transfer loads from superstructure to the foundation
STEM
40
➢ The component of the abutment acting as a retaining structure on top of the stem ➢ Also supports the approach slab
BACKWALL
41
➢ Sidewall to the abutment backwall or stem ➢ Designed to assist in confining earth behind the abutment
WINGWALL
42
➢ As bearing transfer the superstructure loads to the substructure; abutments and pier footings transfer load from the substructure to the subsoil or piles
FOOTING
43
A footing supported by soil without piles is called
spread footing
44
A footing supported by piles is known as
pile cap
45
When soil under a footing cannot provide adequate support for substructure (in terms of bearing capacity, overall stability, or settlement), support is obtained through piles, which extends down from the footing to stronger soil layer or bedrock
PILES
46
Vertical planks driven to the ground to act as temporary retaining wall permitting excavation
SHEETING
47
➢ Any part of the bridge or bridge site which is NOT a major structural component yet serves some purpose in the overall functionality of the structure ➢ i.e. guide rails ➢ Bridge site, as an entity, possesses many different components which, in one way or another, integrates with the structure
APPURTENANCE
48
APPURTENANCES and SITE-RELATED FEATURES
EMBANKMENT AND SLOPE PROTECTION UNDERDRAIN APPROACH TRAFFIC BARRIERS GUIDE RAILS Other Parts: 1. BRIDGE TOWER 2. SPANDREL 3. EXPANSION JOINT 4. PARAPET 5. ANCHORAGE 6. APEX
49
- slope that tapers from the abutment to the underpass (embankment) is covered with a material, which should be both aesthetically pleasing and provide for proper drainage and erosion control - form of slope protection varies greatly from region to region and is mostly dependent on specific environmental concerns and the types of material readily available - For water way crossings, large stones are usually used for foundation scour protection.
slope protection
50
- provide proper drainage of a major substructure element, such as an abutment, - a drainage system made of perforated pipe or other suitable conduit that transports runoff away from the structure and into appropriate drainage channels (natural or man-made
UNDERDRAIN
51
- Section of overpass roadway which leads up to and away from the bridge abutments - Helps evenly distribute traffic loads on the soil behind the abutment and minimize impact to the abutment which can result from differential settlement between abutment and approach
APPROACH
52
- protective device “used to shield motorists from obstacles or slope located along either side of roadway - can range from a guard rail made of corrugated steel to reinforced concrete parapets - On bridges, they are usually called bridge railings.
TRAFFIC BARRIERS
53
Designed to keep people or vehicles from losing their way into dangerous or off-limit areas
GUIDE RAILS
54
➢ Sometimes called mast or pylons ➢ Vertical supporting part used for cable stayed or suspension bridge ➢ Made of high strength in-situ concrete
BRIDGE TOWER
55
the almost triangular space between the main pillar of the bridge and decking
SPANDREL
56
The space between two parts of the structure that allows expansion and contraction
EXPANSION JOINT
57
A low wall that forms a barrier around the outer edges of a bridge
PARAPET
58
A point where the supporting elements of the bridge are connected to the ground
ANCHORAGE
59
➢ the uppermost portion o a bridge ➢ Called a CROWN for arch bridges
APEX