The examples and perspective in this article deal primarily with the United States and do not represent a worldwide view of the subject.(December 2018) |
A flange-bearing frog, often abbreviated FBF, is a type of frog in which the flange of the wheel on a railway vehicle supports the weight of the vehicle. In conventional practice, the tread of the wheel rests on the head of the rail and bears the weight of the vehicle, while the flange is used to keep the vehicle in the gauge of the track. Modern flange-bearing frogs for use in freight railroad applications are a relatively recent development as a means to reduce maintenance costs associated with turnouts and diamonds, where rails must cross one another.
Flange-bearing frogs have been used by street railways for more than 200 years as a means of reducing noise pollution in populated urban settings. [1] In 1995, Robert Willow filed a patent in the United States adapting this concept for use in mainline freight and passenger service. The patent describes the technology as, "designed to support a railroad wheel to roll through the frog on its flange rather than requiring its tread to jump across a flangeway gap."
Ramps are placed on either side of the frog to gradually transition the wheel load from the tread (known as tread-bearing loading mode) to the flange (known as flange-bearing loading mode) and to lift the wheel so that the tread is completely clear of the rail. [2]
Conventional frogs require a gap of around 2 inches (51 mm) in the running surface of the rail to allow adequate clearance for the flange of a railroad wheel. When a wheel in tread-bearing mode encounters this gap at high speed, it generates high dynamic loading (particularly impact loading) on the edge of the rail at the gap. [1] [3] The repeated application of this impact leads to significant metal fatigue and eventual failure of the frog components, which translate directly to increased maintenance costs, train delays to allow for repairs, and an overall reduced lifespan for the frog and the track structure. [4]
Because the flange rides on a continuous surface in a fully flange-bearing mode, the impact loads generated by the flangeway gap of conventional frogs are eliminated. This reduces maintenance and extends the life of the frog, which leads to an operational cost savings that exceeds the increase in initial costs, when compared to conventional frogs. [1] As previously mentioned, flange-bearing frogs are quieter than conventional frogs—again, because of the reduced impact loads—which provides a potential benefit when implemented near residential areas.
Several types of flange-bearing frogs have been developed for specific applications on North American railroads. These frogs may be flange-bearing in one or both legs of the frog, and may by used either as part of a turnout or as part of a diamond.
Lift frogs are used in turnouts where the through (straight) route is heavily used, and the diverging (curved) route is only used on occasion and at low speed. The frog is tread-bearing, with a normal rail surface, on the through route, and is flange-bearing on the diverging route. The name is derived from the wheel on the diverging rail being lifted over the through rail. No guard rail is required on the through route, but is critical on the diverging route to keep rail vehicles in gauge. Common applications are set-out tracks or lightly used industry tracks (both of which are special types of sidings diverging from high-speed, high-tonnage mainlines. [4] )
Combination tread- and flange-bearing frogs are used in turnouts and are designed to account for various stages of wheel wear (in which the tread of the wheel will wear thin, effectively increasing the flange height):
It is worth noting that as the tread-bearing loading environments begin to manifest themselves, the same impact loads which cause trouble with conventional frogs will return. They are almost exclusively found in rail yards, where rail vehicles operate at or below 10 miles per hour (16 km/h), due to the reduction of guidance keeping the vehicles in the gauge through the turnout. [4]
One-way low-speed diamond frogs are used in diamond crossings, often referred to as OWLS diamonds. These types of frogs are analogous to lift frogs in turnouts: the higher-trafficked line crosses the diamond on a normal rail surface in tread-bearing mode, and the lower-trafficked line crosses over the higher-trafficked line in flange-bearing mode. Because there is no flangeway gap to cross on the higher-trafficked line, vehicles using this line can cross the diamonds at the maximum speed allowed by the track design. Because the lower-trafficked line is in a situation where gauge restraint is reduced and because it has to cross over the flangeway gap for the higher-trafficked line, vehicles using this line are limited to speeds at or below 10 miles per hour (16 km/h). OWLS diamonds are commonly used where a rail line with very little traffic operating at low speed crosses a rail line with considerably more traffic operating at higher speeds. [4] [5]
Full flange-bearing diamond frogs are also used in diamond crossings. These frogs are flange-bearing for both lines through the diamond. Because both lines are flange-bearing, there is no need to elevate the flanges of vehicles using one line, as there is in the case of OWLS diamond frogs, which allows for greater gauge restraint. Consequently, vehicles can cross these frogs at the maximum speed allowed by the track design; regardless of which line on which they cross the diamond. Though there are very few of these in use today, full flange-bearing diamonds can be found where two high-speed or high-tonnage main lines must cross one another at-grade. [4] [5]
In an effort to regulate the depth of flangeways in a crossing frog, the US Federal Railroad Administration (FRA) created rules which, by definition, prohibited (in the United States) the use of flange-bearing frogs on track with speed limits greater than 10 miles per hour (16 km/h). [6] Because of this, an FRA waiver is required to install full flange-bearing diamonds. Subsequent to installation, an extensive battery of inspections of both the diamond itself, and rail vehicles which cross the diamond, to ensure that safety is not compromised by the installation of such a diamond. [7] This may change, as FBF becomes a proven technology, but the rigorous inspections are a deterrent for widespread installation of full flange-bearing diamonds. [5]
In 2006, CSX installed a full flange-bearing diamond at Shelby, Ohio, the first application of this technology on a North American freight railroad. In 2008, BNSF Railway installed two such diamonds at Moorhead, Minnesota. Both installations are under FRA-mandated inspection, as described above. [4] [5] In September 2009, BNSF installed three combination tread- and flange-bearing frogs in their Lafayette, Louisiana yard. Since installation, the frogs have worn as described above, and there is evidence that some wheels already cross the frog in a combination tread- and flange-bearing mode. [4] As of spring 2010, [update] BNSF had installed more than 100 lift frogs across their system. [4] As of spring 2010, [update] BNSF had installed 22 OWLS diamonds on its system; as of December 2008, [update] CSX had installed 13. [4] [5]
Though tests are still ongoing, results in both controlled environments and revenue service are promising. The Transportation Technology Center in Pueblo, Colorado, has installed an OWLS diamond on their property, where they perform research for various railroad entities. Their results show that dynamic loads from a train crossing an OWLS diamond are half the loads from the same train crossing a conventional diamond at half the speed it crossed the OWLS diamond. [8] The inspections of both track and vehicles by BNSF and CSX at their full flange-bearing diamonds have shown no unexpected wear, and suggest that such diamonds could be implemented on a larger scale. [4] [5]
A bogie comprises two or more wheelsets, in a frame, attached under a vehicle by a pivot. Bogies take various forms in various modes of transport. A bogie may remain normally attached or be quickly detachable. It may include suspension components within it, or be solid and in turn be suspended. It may be mounted on a swivel, as traditionally on a railway carriage or locomotive, additionally jointed and sprung, or held in place by other means.
A rack railway is a steep grade railway with a toothed rack rail, usually between the running rails. The trains are fitted with one or more cog wheels or pinions that mesh with this rack rail. This allows the trains to operate on steep gradients of 100% or more, well above the 10% maximum for friction-based rail. The rack and pinion mechanism also provides more controlled braking and reduces the effects of snow or ice on the rails. Most rack railways are mountain railways, although a few are transit railways or tramways built to overcome a steep gradient in an urban environment. The first cog railway was the Middleton Railway between Middleton and Leeds in West Yorkshire, England, United Kingdom, where the first commercially successful steam locomotive, Salamanca, ran in 1812. This used a rack and pinion system designed and patented in 1811 by John Blenkinsop.
A railroad switch (AE), turnout, or [set of] points (CE) is a mechanical installation enabling railway trains to be guided from one track to another, such as at a railway junction or where a spur or siding branches off.
Rail transport terms are a form of technical terminology applied to railways. Although many terms are uniform across different nations and companies, they are by no means universal, with differences often originating from parallel development of rail transport systems in different parts of the world, and in the national origins of the engineers and managers who built the inaugural rail infrastructure. An example is the term railroad, used in North America, and railway, generally used in English-speaking countries outside North America and by the International Union of Railways. In English-speaking countries outside the United Kingdom, a mixture of US and UK terms may exist.
In rail transport, a derailment is a type of train wreck that occurs when a rail vehicle such as a train comes off its rails. Although many derailments are minor, all result in temporary disruption of the proper operation of the railway system and they are a potentially serious hazard.
An adhesion railway relies on adhesion traction to move the train, and is the most widespread and common type of railway in the world. Adhesion traction is the friction between the drive wheels and the steel rail. Since the vast majority of railways are adhesion railways, the term adhesion railway is used only when it is necessary to distinguish adhesion railways from railways moved by other means, such as by a stationary engine pulling on a cable attached to the cars or by a pinion meshing with a rack.
A wheel speed sensor (WSS) or vehicle speed sensor (VSS) is a type of tachometer. It is a sender device used for reading the speed of a vehicle's wheel rotation. It usually consists of a toothed ring and pickup.
A swingnose crossing or moveable point frog is a device used at a railroad switch to eliminate the gap at the common crossing which can cause damage and noise.
A road–rail vehicle or a rail–road vehicle is a dual-mode vehicle which can operate both on rail tracks and roads. They are also known as two-way vehicles, hi-rail, and rail and road vehicles.
A level junction is a railway junction that has a track configuration in which merging or crossing railroad lines provide track connections with each other that require trains to cross over in front of opposing traffic at grade.
Tramway track is used on tramways or light rail operations. As with standard rail tracks, tram tracks have two parallel steel rails, the distance between the heads of the rails being the track gauge. When there is no need for pedestrians or road vehicles to traverse the track, conventional flat-bottom rail is used. However, when such traffic exists, such as in urban streets, grooved rails are used.
A double junction is a railway junction where a double-track railway splits into two double track lines. Usually, one line is the main line and carries traffic through the junction at normal speed, while the other track is a branch line that carries traffic through the junction at reduced speed.
An axle counter is a system used in railway signalling to detect the clear or occupied status of a section of track between two points. The system generally consists of a wheel sensor and an evaluation unit for counting the axles of the train both into and out of the section. They are often used to replace a track circuit.
Hunting oscillation is a self-oscillation, usually unwanted, about an equilibrium. The expression came into use in the 19th century and describes how a system "hunts" for equilibrium. The expression is used to describe phenomena in such diverse fields as electronics, aviation, biology, and railway engineering.
A wheelset is a pair of railroad vehicle wheels mounted rigidly on an axle allowing both wheels to rotate together. Wheelsets are often mounted in a bogie – a pivoted frame assembly holding at least two wheelsets – at each end of the vehicle. Most modern freight cars and passenger cars have bogies each with two wheelsets, but three wheelsets are used in bogies of freight cars that carry heavy loads, and three-wheelset bogies are under some passenger cars. Four-wheeled goods wagons that were once near-universal in Europe and Great Britain and their colonies have only two wheelsets; in recent decades such vehicles have become less common as trainloads have become heavier.
The rail profile is the cross sectional shape of a railway rail, perpendicular to its length.
The Ewing System is a balancing monorail system developed in the late 19th century by British inventor W. J. Ewing. It is not to be confused with the much later system patented by Robert W. Ewing.
In automobiles, the axle track is the distance between the hub flanges on an axle. Wheel track, track width or simply track refers to the distance between the centerline of two wheels on the same axle. In the case of an axle with dual wheels, the centerline of the dual wheel assembly is used for the wheel track specification. Axle and wheel track are commonly measured in millimetres or inches.
A railway or railroad is a track on which the vehicle travels over two parallel steel bars, called rails. The rails support and guide the wheels of the vehicles, which are traditionally either trains or trams. Modern light rail is a relatively new innovation which combines aspects of those two modes of transport. However fundamental differences in the track and wheel design are important, especially where trams or light railways and trains have to share a section of track, as sometimes happens in congested areas.
A train wheel or rail wheel is a type of wheel specially designed for use on railway tracks. The wheel acts as a rolling component, typically press fitted onto an axle and mounted directly on a railway carriage or locomotive, or indirectly on a bogie, also called a truck. The powered wheels under the locomotive are called driving wheels. Wheels are initially cast or forged and then heat-treated to have a specific hardness. New wheels are machined using a lathe to a standardized shape, called a profile, before being installed onto an axle. All wheel profiles are regularly checked to ensure proper interaction between the wheel and the rail. Incorrectly profiled wheels and worn wheels can increase rolling resistance, reduce energy efficiency and may even cause a derailment. The International Union of Railways has defined a standard wheel diameter of 920 mm (36 in), although smaller sizes are used in some rapid transit railway systems and on ro-ro carriages.