Girder bridge
 Two different girder bridges. The top is aplate girder bridge,while the bottom is a concrete girder bridge. | |
| Ancestor | Beam bridge |
|---|---|
| Related | Trestle bridge,truss bridge,moon bridge |
| Descendant | Box girder bridge,Plate girder bridge |
| Carries | Pedestrians,automobiles,trucks,light rail,heavy rail |
| Span range | Short, Medium |
| Material | Iron,wood,concrete |
| Movable | No |
| Design effort | low |
| Falseworkrequired | No |
Agirder bridgeis abridgethat usesgirdersas the means of supporting itsdeck.[1]The two most common types of modern steel girder bridges are plate and box.[citation needed]
The term "girder" is often used interchangeably with "beam" in reference to bridge design.[2][3][4][5]However, some authors definebeam bridgesslightly differently from girder bridges.[6]
A girder may be made of concrete or steel. Many shorter bridges, especially in rural areas where they may be exposed to water overtopping and corrosion, utilize concrete box girder. The term "girder" is typically used to refer to a steel beam. In a beam or girder bridge, the beams themselves are the primary support for the deck, and are responsible for transferring the load down to the foundation. Material type, shape, and weight all affect how much weight a beam can hold. Due to the properties of thesecond moment of area,the height of a girder is the most significant factor to affect its load capacity. Longer spans, more traffic, or wider spacing of the beams will all directly result in a deeper beam. Intrussandarch-style bridges, the girders are still the main support for the deck, but the load is transferred through the truss or arch to the foundation. These designs allow bridges to span larger distances without requiring the depth of the beam to increase beyond what is practical. However, with the inclusion of a truss or arch the bridge is no longer a true girder bridge.
History
[edit]Girder bridges have existed for millennia in a variety of forms depending on resources available. The oldest types of bridges are thebeam,archandswingbridges, and they are still built today. These types of bridges have been built by human beings since ancient times, with the initial design being much simpler than what we utilize today. As technology advanced the methods were improved and were based on the utilization and manipulation of rock, stone, mortar and other materials that would serve to be stronger and longer.
Inancient Rome,the techniques for building bridges included the driving of wooden poles to serve as the bridge columns and then filling the column space with various construction materials. The bridges constructed by Romans were at the time basic but very dependable and strong while serving a very important purpose in social life.
As theIndustrial Revolutioncame and went, new materials with improved physical properties were utilized; andwrought ironwas replaced withsteeldue to steel's greater strength and larger application potential.
Design
[edit]All bridges consist of two main parts: the substructure, and the superstructure. The superstructure is everything from the bearing pads, up - it is what supports the loads and is the most visible part of the bridge. The substructure is the foundation which transfers loads from the superstructure to the ground. Both must work together to create a strong, long-lasting bridge.
The superstructure consists of several parts:
- Thedeckis the roadway or walkway surface. In roadway applications it is usually a pouredreinforced concreteslab, but can also be a steel grid or wood plank. The deck includes any road lanes, medians, sidewalks,parapetsor railings, and miscellaneous items like drainage and lighting.
- Thesupporting structureconsists of the steel or concrete system supporting the deck. This includes the girders themselves, diaphragms or cross-braces, and (if applicable) the truss or arch system. In a girder bridge this would include only the girders and the bracing system. The girders are the primary load support, while the bracing system both allows the girders to act together as a unit, and prevents the beams from toppling.
- The job of thebearing padsis to allow the superstructure to move somewhat independently of the substructure. All materials naturally expand and contract with temperature - if a bridge were completely rigid, this would cause unnecessary stress on the structure and could lead to failure or damage. By fi xing the superstructure at one end, while allowing the other end of a span to move freely in the longitudinal direction, thermal stresses are alleviated and the lifespan of the bridge increased.
The substructure is made of multiple parts as well:
- Anabutmentis a foundation that transfers the bridge structure to the roadway or walkway on solid ground. Apieris an intermediate support.
- Thecapis the part that supports the bearing pads. Depending on the type of support structure, there may or may not be a cap. Wall piers and stub abutments do not require a cap, while a multi-column, hammerhead, or pile-bent pier will have a cap.
- Thestemor stub is the main body of the foundation. It transfers the load from the superstructure, through the cap, down to the footer.
- Thefooteris the structure that transfers the loads into the ground. There are two primary types of systems: a spread footer, which is a simple concrete slab resting on bedrock; or a piling cap, which utilizes steel piles to reach sound bedrock that may be deep underground. Another system utilizescaissonsor steel-reinforced concrete "pillars" below the stem.
Types of girders
[edit]
- Arolled steel girderis a girder that has been fabricated by rolling a blank cylinder of steel through a series of dies to create the desired shape. These create standardizedI-beamand wide flange beam[7]shapes up to 100 feet in length.
- Aplate girderis a girder that has been fabricated by welding plates together to create the desired shape. The fabricator receives large plates of steel in the desired thickness, and then cuts the flanges and web from the plate in the desired length and shape. Plate girders can have a greater height than rolled steel girders and are not limited to standardized shapes. The ability to customize a girder to the exact load conditions allows the bridge design to be more efficient. Plate girder can be used for spans between 10 metres and more than 100 metres (33 feet to more than 330 feet). Stiffeners are occasionally welded between the compression flange and the web to increase the strength of the girder.
- Abox girderor "tub girder" is, as the name suggests, a box shape. They consist of two vertical webs, short top flanges on top of each web, and a wide bottom flange connecting the webs together. A box girder is particularly resistant totorsionand, while expensive, are utilized in situations where a standard girder might succumb to torsion or toppling effects.
See also
[edit]- Beam bridge— the ancestor of the plate girder bridge
- Plate girder bridge
- Box girder bridge— an evolution of the plate girder bridge
References
[edit]- ^"Girder Bridge"(PDF).Argentina:National Institute of Industrial Technology(INTI). Archived fromthe original(PDF)on 8 September 2013.Retrieved26 October2012.
- ^ Design Technology. "Beam Bridges".
- ^ Nova. "Bridge the Gap", section "Beam Bridge".
- ^ Robert Lamb and Michael Morrissey. "How Bridges Work".
- ^Ohio Department of Transportation. "Bridge Terms Definitions"Archived2015-01-25 at theWayback Machine
- ^ Leonardo Fernandez Troyano. "Bridge Engineering: A Global Perspective". 2003.
- ^"American Wide Flange Beams - W Beam".engineeringtoolbox.
External links
[edit]
- Structural Systems and Dimensions(PDF) - Montana Department of Transportation
- Structural Steel Superstructures(PDF) - Montana Department of Transportation
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