Abutment

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The superstructure of Kurobe Dam in Japan rests on opposing concrete abutments Kurobe Dam survey.jpg
The superstructure of Kurobe Dam in Japan rests on opposing concrete abutments
Abutment for a large steel arch bridge DETAIL OF MASONRY ARCH APPROACH SPAN ON THE MANHATTAN SIDE - Washington Bridge, Spanning Harlem River at One-hundred-eighty-first, New York, New York County, NY HAER NY,31-NEYO,162-5.tif
Abutment for a large steel arch bridge
Brick abutment supporting disused tramway over the Yass River in Yass, New South Wales Railway bridge abutment riverbank park yass.JPG
Brick abutment supporting disused tramway over the Yass River in Yass, New South Wales
Cream-colored concrete abutment gives vertical support to both the small iron rail bridge and earthen fill of the bridge approach embankment at Old Town Station Staten Island Railway - Staten Island, New York Old Town Road SIRT SB stair jeh.jpg
Cream-colored concrete abutment gives vertical support to both the small iron rail bridge and earthen fill of the bridge approach embankment at Old Town Station Staten Island Railway - Staten Island, New York

An abutment is the substructure at the ends of a bridge span or dam supporting its superstructure. [1] Single-span bridges have abutments at each end that provide vertical and lateral support for the span, as well as acting as retaining walls to resist lateral movement of the earthen fill of the bridge approach. Multi-span bridges require piers to support ends of spans unsupported by abutments. [2] Dam abutments are generally the sides of a valley or gorge, but may be artificial in order to support arch dams such as Kurobe Dam in Japan. [1] [3]

Contents

The civil engineering term may also refer to the structure supporting one side of an arch, [4] or masonry used to resist the lateral forces of a vault. [5] The impost or abacus of a column in classical architecture may also serve as an abutment to an arch.

The word derives from the verb "abut", meaning to "touch by means of a mutual border".

Use

An abutment may be used to transfer loads from a superstructure to its foundation, to resist or transfer self weight, lateral loads (such as the earth pressure) and wind loads, to support one end of an approach slab or to balance vertical and horizontal forces in an arch bridge.

Types

Types of abutments include:

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<span class="mw-page-title-main">Dam</span> Barrier that stops or restricts the flow of surface or underground streams

A dam is a barrier that stops or restricts the flow of surface water or underground streams. Reservoirs created by dams not only suppress floods but also provide water for activities such as irrigation, human consumption, industrial use, aquaculture, and navigability. Hydropower is often used in conjunction with dams to generate electricity. A dam can also be used to collect or store water which can be evenly distributed between locations. Dams generally serve the primary purpose of retaining water, while other structures such as floodgates or levees are used to manage or prevent water flow into specific land regions.

<span class="mw-page-title-main">Arch bridge</span> Bridge with arch-shaped supports

An arch bridge is a bridge with abutments at each end shaped as a curved arch. Arch bridges work by transferring the weight of the bridge and its loads partially into a horizontal thrust restrained by the abutments at either side. A viaduct may be made from a series of arches, although other more economical structures are typically used today.

<span class="mw-page-title-main">Flying buttress</span> Form of buttress

The flying buttress is a specific form of buttress composed of an arch that extends from the upper portion of a wall to a pier of great mass, in order to convey to the ground the lateral forces that push a wall outwards, which are forces that arise from vaulted ceilings of stone and from wind-loading on roofs.

<span class="mw-page-title-main">Retaining wall</span> Artificial wall used for supporting soil between two different elevations

Retaining walls are relatively rigid walls used for supporting soil laterally so that it can be retained at different levels on the two sides. Retaining walls are structures designed to restrain soil to a slope that it would not naturally keep to. They are used to bound soils between two different elevations often in areas of terrain possessing undesirable slopes or in areas where the landscape needs to be shaped severely and engineered for more specific purposes like hillside farming or roadway overpasses. A retaining wall that retains soil on the backside and water on the frontside is called a seawall or a bulkhead.

<span class="mw-page-title-main">Arch dam</span> Type of concrete dam that is curved upstream in plan

An arch dam is a concrete dam that is curved upstream in plan. The arch dam is designed so that the force of the water against it, known as hydrostatic pressure, presses against the arch, causing the arch to straighten slightly and strengthening the structure as it pushes into its foundation or abutments. An arch dam is most suitable for narrow canyons or gorges with steep walls of stable rock to support the structure and stresses. Since they are thinner than any other dam type, they require much less construction material, making them economical and practical in remote areas.

<span class="mw-page-title-main">Truss bridge</span> Bridge whose load-bearing superstructure is composed of a truss

A truss bridge is a bridge whose load-bearing superstructure is composed of a truss, a structure of connected elements, usually forming triangular units. The connected elements may be stressed from tension, compression, or sometimes both in response to dynamic loads. The basic types of truss bridges shown in this article have simple designs which could be easily analyzed by 19th and early 20th-century engineers. A truss bridge is economical to construct because it uses materials efficiently.

<span class="mw-page-title-main">Pier (architecture)</span> Upright support in arches or bridges

A pier, in architecture, is an upright support for a structure or superstructure such as an arch or bridge. Sections of structural walls between openings (bays) can function as piers. External or free-standing walls may have piers at the ends or on corners.

<span class="mw-page-title-main">Corbel arch</span> Architectural technique

A corbel arch is an arch-like construction method that uses the architectural technique of corbeling to span a space or void in a structure, such as an entranceway in a wall or as the span of a bridge. A corbel vault uses this technique to support the superstructure of a building's roof.

<span class="mw-page-title-main">Steel dam</span>

A steel dam is a type of dam that is made of steel, rather than the more common masonry, earthworks, concrete or timber construction materials.

<span class="mw-page-title-main">Tied-arch bridge</span>

A tied-arch bridge is an arch bridge in which the outward horizontal forces of the arch(es) caused by tension at the arch ends to a foundation are countered by equal tension of its own gravity plus any element of the total deck structure such great arch(es) support. The arch(es) have strengthened chord(s) that run to a strong part of the deck structure or to independent tie-rods below the arch ends.

<span class="mw-page-title-main">Girder bridge</span> Bridge built of girders placed on bridge abutments and foundation piers

A girder bridge is a bridge that uses girders as the means of supporting its deck. The two most common types of modern steel girder bridges are plate and box.

In structural engineering, a diaphragm is a structural element that transmits lateral loads to the vertical resisting elements of a structure. Diaphragms are typically horizontal but can be sloped in a gable roof on a wood structure or concrete ramp in a parking garage. The diaphragm forces tend to be transferred to the vertical resisting elements primarily through in-plane shear stress. The most common lateral loads to be resisted are those resulting from wind and earthquake actions, but other lateral loads such as lateral earth pressure or hydrostatic pressure can also be resisted by diaphragm action.

<span class="mw-page-title-main">Hares Hill Road Bridge</span> Historic bridge in Pennsylvania

The Hares Hill Road Bridge is a single-span, wrought iron, bowstring-shaped lattice girder bridge. It was built in 1869 by Moseley Iron Bridge and Roof Company and is the only known surviving example of this kind. The bridge spans French Creek, a Pennsylvania Scenic River.

<span class="mw-page-title-main">Bridge near Limyra</span>

The Bridge near Limyra is a late Roman bridge in Lycia, in modern south-west Turkey, and one of the oldest segmented arch bridges in the world. Located near the ancient city of Limyra, it is the largest civil engineering structure of antiquity in the region, spanning the Alakır Çayı river over a length of 360 m (1,181.1 ft) on 26 segmental arches. These arches, with a span-to-rise ratio of 5.3:1, give the bridge an unusually flat profile, and were unsurpassed as an architectural achievement until the late Middle Ages. Today, the structure is largely buried by river sediments and surrounded by greenhouses. Despite its unique features, the bridge remains relatively unknown, and only in the 1970s did researchers from the Istanbul branch of the German Archaeological Institute carry out field examinations on the site.

<span class="mw-page-title-main">Clinton Falls Bridge</span> Bridge in Minnesota, US

The Clinton Falls Bridge, also known as the Old Mill Bridge and formally as Bridge L-5573, is a historic steel Pratt through truss bridge that spans the Straight River in Clinton Falls Township, Minnesota. It was listed on the National Register of Historic Places in 1997 as Bridge No. L-5573 for having local significance in the theme of engineering. It was nominated for being an example of early steel truss bridge design in Minnesota.

<span class="mw-page-title-main">Flying arch</span>

A flying arch is a form of arch bridge that does not carry any vertical load, but is provided solely to supply outward horizontal forces, to resist an inwards compression. They are used across cuttings, to avoid them collapsing inwards.

<span class="mw-page-title-main">Bremer River Rail Bridge</span> Railway bridge in City of Ipswich Queensland in Australia

Bremer River Rail Bridge is a heritage-listed railway bridge at off Bremer Street, North Ipswich, City of Ipswich, Queensland, Australia. It was built from 1865 to 1915. It was added to the Queensland Heritage Register on 11 December 2006.

This glossary of structural engineering terms pertains specifically to structural engineering and its sub-disciplines. Please see glossary of engineering for a broad overview of the major concepts of engineering.

<span class="mw-page-title-main">Integral bridge</span>

An integral bridge contains no expansion joints to accommodate enlargement due to increased temperature. Horizontal (axial) movements due to thermal expansion and braking loads are instead transferred to the fill adjacent to the abutment. The omission of the expansion joint removes a pathway for the penetration of chloride-bearing road salts to the bridge's sub-structure. In the United Kingdom there is a presumption that most new short to medium length bridges will be of the integral type.

A structural support is a part of a building or structure that provides the necessary stiffness and strength in order to resist the internal forces and guide them safely to the ground. External loads that act on buildings cause internal forces in building support structures. Supports can be either at the end or at any intermediate point along a structural member or a constituent part of a building and they are referred to as connections, joints or restraints.

References

  1. 1 2 "Glossary - "Abutment"". U.S. Bureau of Reclamation. Archived from the original on 25 December 2007. Retrieved 24 January 2015.
  2. Abbett, Robert W. (1957). American Civil Engineering Practice. Vol. III. New York: John Wiley & Sons. pp. 26–22&26–32.
  3. "関西電力 黒部川第四発電所 (Kurobe Kansaidenryoku Fourth plant)" (in Japanese). Suiryoku.com. Retrieved 24 January 2015.
  4. Beall, Christine (1987). Masonry Design and Detailing for Architects, Engineers and Builders. McGraw-Hill. p. 449. ISBN   0-07-004223-3.
  5. Pevsner, N. (1970) Cornwall; 2nd ed. Harmondsworth: Penguin; p. 245