Abstract: A monitoring device for monitoring a temporary rail connection of two rail portions includes a first fixing element which can be fixed to the first rail portion, and a second fixing element which can be fixed to the second rail portion. The monitoring device furthermore includes a first distance sensor for measuring a first distance between the fixing elements, and a second distance sensor for measuring a second distance between the first fixing element and a first clamping device of the temporary rail connection. The monitoring device allows reliable monitoring of the temporary rail connection. A rail connection system for creating and monitoring a temporary rail connection of two rail portions of a rail is also provided.

Abstract: A switch (1) for a track system for rail vehicles, wherein the switch (1) has rails (2) and a sequence of sleepers (4) and, in each case on an upper side (5) of the respective sleeper (4), at least two of the rails (2) are fixed to each other in pairs opposite each other, and in each case an intermediate layer (6) is arranged between each one of the rails (2) and the respective sleeper upper side (5), and the sleepers (4) each have a sleeper pad (8) on their undersides (7), opposite their respective upper sides (5), and the sleeper pads (8) each have at least one elastomer layer (9), wherein the intermediate layers (6) each have at least one elastomer layer (10).

Abstract: A ground stabilisation system is used for stabilising a subgrade region which includes a peat layer under a railway having rails supported across rail ties on a ballast layer over the subgrade region. The system uses a plurality of drain members submerged in an upright orientation within the peat layer of the subgrade region in which each drain member has a hollow interior and a plurality of openings therein which allow communication of fluid from the peat layer surrounding the drain member into the hollow interior of the drain member so as to be arranged to reduce fluid pressure in the peat layer when the peat layer undergoes dynamic loading from a passing train. Each drain member is a semi-rigid pipe having an axial stiffness greater than a dynamic stiffness of the peat layer to reduce loading on the peat layer under dynamic loading from a passing train.

Abstract: The sleeper block unit (1) for railway track systems consists of a sleeper block (2) and of a sleeper shoe (3) that partly surrounds the sleeper block (2). The sleeper block (2) has a head portion (4) and a base portion (6), the head portion (4) extending beyond the base portion (6) in length and in width, thus forming a step (10). At the upper edge of the sleeper shoe (3), a surrounding, upwardly and outwardly extending sealing lip (14) that lies against the step (10) is arranged. As a result, during vertical movements of the sleeper block (2) in the sleeper shoe (3), the sealing lip (14) is deformed substantially vertically in the elastic range rather than rubbing against an outer wall of the sleeper block as in known sleeper block units. In this manner the sealing lip is subject to reduced wear so that the sealing effect is maintained for a longer period and the sleeper block unit (1) has a longer lifetime.

Abstract: A method and an apparatus for the protection of a railroad rail, a direct fixation plate or another support unit, a rail to rail connection and a rail to plate connection contacting with concrete upon placing of concrete during construction. The method comprises a step of disposing a mask over a railroad track having a railroad rail, a rail connector and a rail tie to protect the railroad track while placing concrete, the mask configured to cover the rail connector and tie. The mask has a connecting portion, a central portion, an extending portion configured to mask an upper longitudinally extending portion of a railroad rail, and at least one perpendicular section disposed to cover a railroad tie, direct fixation plate or other support unit.

Abstract: A rail that requires minimum force to slide an object. It can be assemble by rail pieces until obtaining the desired length.

Abstract: A process is provided for making thermoplastic-composites from recycled thermoplastics (polyolefins) together with phosphogypsum waste by-product from the phosphate fertilizer wet process or, in an equally preferred embodiment with fluorogypsum waste by-product from fluorine production wet process to produce lumber profiles. The process involves (a) admixing phosphogypsum (calcium sulfate) and/or fluorogypsum (calcium fluoride) waste byproduct and/or Flue Gas Desulfurization (FGD) gypsum and/or crude gypsum and/or calcined gypsum with thermoplastics and a functionalized compound with or without coupling agents to produce a filled thermoplastic-composite composition, and (b) melt processing the composition to produce a filled thermoplastic-composite article.

Abstract: A hitch assisting device and method includes a generally planar member having an upper surface and a bottom surface. The planar member has a front edge and a back edge. The upper surface has at least one depression positioned therein. The depression extends between a pair of side edges of the planar member. The tire of the vehicle is positioned in the at least one depression and the trailer unhitched from the vehicle. Thereafter the trailer is aligned with the vehicle when the tire is again positioned in the depression.

Abstract: An ultrasonic distance measuring system for monitoring railroad car loads. The system includes an ultrasonic transducer, a pulse generation and detection circuit and a measurement circuit. The transducer produces a transmitted ultrasonic pulse beam to be directed at a load in a railroad car and receives a return pulse beam from the load. The pulse generation and detection circuit is coupled to the transducer and causes the transducer to produce the transmitted pulse beam. A return pulse beam is detected by the pulse generation and detection circuit. The measurement circuit is coupled to the pulse generation and detection circuit and generates a measurement signal representative of the load as a function of the time delay between the transmitted and return pulse beams.

Abstract: A method of making a polymer coated rail in which a rail to be coated (10) is positioned on a mould base (11) in an inverted manner, so that the head (12) of the rail is immediately adjacent the base plate (11). Then, mould side pieces (13, 14) are secured to the base plate (11) to run parallel to the side of the rail (10). Antislip material such as bauxite or granite chippings (21) are positioned in the mould so that they lie on the base plate (11), and then the liquid polymer is poured into the mould to fill the spaces (19, 20) and so encapsulate the rail (10). The polymer is poured into the mould, until its surface (22) covers the foot (23) of the rail. In this state, the polymer is allowed to cure, so that it solidifies, and once the side plates (13, 14) have been removed, the rail together with its polymer coating can be lifted from the base plate (11).

Abstract: A method of making a polymer coated rail in which a rail to be coated (10) is positioned on a mould base (11) in an inverted manner, so that the head (12) of the rail is immediately adjacent the base plate (11). Then, mould side pieces (13, 14) are secured to the base plate (11) to run parallel to the side of the rail (10). Antislip material such as bauxite or granite chippings (21) are positioned in the mould so that they lie on the base plate (11), and then the liquid polymer is poured into the mould to fill the spaces (19, 20) and so encapsulate the rail (10). The polymer is poured into the mould, until its surface (22) covers the foot (23) of the rail. In this state, the polymer is allowed to cure, so that it solidifies, and once the side plates (13, 14) have been removed, the rail together with its polymer coating can be lifted from the base plate (11).

Abstract: A method and apparatus for handling new and used railway car brake shoes is provided. The apparatus comprises a rack assembly, having an end wall interconnected between a pair of side walls and a grid member perimetrically secured to bottom edges of the side walls and end wall, which has the ends of the side walls abutted against one side of a rail of a railroad track and is secured to at least railroad tie of the railroad track. The method comprises storing new brake shoes in a plurality of the racks along the tracks, removing new shoes as needed to replace used shoes of railway cars, and replacing the used shoes in the racks.

Abstract: A support system for a rail section which bridges the gap between foundations which are relatively movable auxiliary rails running parallel to the rail across the sleepers which are supported by the foundation, and underpinning supports providing a stiff connection between rail and auxiliary rails. The underpinning supports move in response to relative movement of the foundation so that undesirable rail bending is avoided.

Abstract: A method and apparatus for handling new and used railway car brake shoes is provided. The apparatus comprises a rack assembly, having an end wall interconnected between a pair of side walls and a grid member perimetrically secured to bottom edges of the side walls and end wall, which has the ends of the side walls abutted against one side of a rail of a railroad track and is secured to at least railroad tie of the railroad track. The method comprises storing new brake shoes in a plurality of the racks along the tracks, removing new shoes as needed to replace used shoes of railway cars, and replacing the used shoes in the racks.

Abstract: Described is a system for collecting organic material, such as oil, etc., underneath rail vehicles, in particular railway locomotives, the systen having at least one absorption material in at least one pan.

Abstract: This invention relates to the use of rubber fragments from discarded tires in railroad ties. Such ties are made using rubber fragments which contain steel, polyester, or other strands or fibers, and which therefor are less expensive to prepare than fragments from which the reinforcing strands have been removed. These fragments are mixed with an epoxy mixture comprising an oxirane-containing resin and an amine-containing hardening agent. Test samples made using the materials described herein have excellent hardness, strength, durability, and nail-gripping characteristics.

Abstract: A flexible rail comprises rail pieces arranged in line, laterally opposed side plates, and laterally opposed connecting plates. Each rail piece includes a generally I-shaped member and a shelter member which is fixed to a top of the I-shaped member. The opposed side plates are fixed to respective side walls of the shelter member. The side plate overlaps one side of the rail piece. The connecting plate is fixed to a rear one of adjacent side plates, and is connected to the front side plate for pivotal movement. Thus, the rail piece, the side plates fixed thereto, and the connecting plates fixed to the side plates, as one body, are capable of pivotal movement.

Abstract: Prestressed concrete railroad ties are formed in molds which are supported by existing track near the area where they are to be installed. Each mold will form a number of ties. Reinforcing strands are located within a plurality of longitudinally spaced molds. Concrete is then poured into the molds and the ties are formed bottoms up in the molds. A group of ties are simultaneously removed from a given mold by a special extractor which first simultaneously clamps the reinforcing strands extending outwardly from a given mold, and then lifts the strands as a group from the mold by a suitable crane. Preferably the center of gravity of ties is spaced from a pivot point which will cause 180.degree. rotation locating the ties in upright position to be loaded on a railway car or other vehicle to take them to the site where they are to be installed.

Abstract: An improved insulating plate for an insulated rail joint includes a main plate portion made of a thermo-plastic resin, thick portions formed on the main plate portion at its side face contacting a joint plate, and planar heater elements embedded in the thick portions.

Abstract: A universal railroad tie cover of a substantially rectangular configuration is provided which is composed of an elastomer material having one or more openings for receiving one or more elastomer pads for increasing the resiliency of rail fastening systems in railroad track beds with and without ballast to prolong the service life of timber and concrete railroad ties. The universal railroad tie cover has a center section with at least one opening and two side portions for receiving interchangeable specially designed pads some of which may be designed for a particular system and/or for wood or concrete ties to prolong operational life by increasing the resiliency of the rail fastening system. The universal railroad tie cover and particular pads are designed to be manufactured and shipped in a flat configuration which can be cut and installed as a three dimensional cover at the work site to accommodate varying lengths of timber and concrete ties as may be required in special track work.

Abstract: A railroad tie cover of a substantially rectangular configuration composed of an elastomer material with or without an optional pad is provided for increasing the resiliency of rail fastening track systems in railroad track beds with and without ballast to prolong the service life of timber and concrete railroad ties. The railroad tie cover has a center and two side portions which utilize a plurality of grooves that are designed to prolong the operational life of wooden and concrete ties by increasing the resiliency of the rail fastening system and in the case of the wooden timber ties prolong the life of the tie by channeling and transporting water and moisture away from the railroad timber tie. The number, depth and disposition of the grooves with or without the pad in the alternative embodiment fosters the circulation of air around the timber tie during the loading and unloading of the track as occurs during train passage.

Abstract: A back-up guide for trucks or trailers is made of two elongated members attached perpendicularly to each other, with spikes on their underside to hold the device in a stationary position. The longer of the two members provides a guide for the side of a vehicle's rear wheel during backing up, and the other, shorter, member is laterally disposed and provides a wheel chock or stop member for the rear wheel, and also acts as a visual stop point for the driver. The lateral member has a rearward extension near each of its ends, which provides supports for wheels which allow easy movement of the device when the front end is raised to lift the spikes clear of the ground. Both members may be equipped with handles for ease of handling. The device may be transported by attachment to the side and back of a truck or trailer, resting on special brackets attached to the truck or trailer.

Abstract: An anchoring device for use in anchoring a railway rail-fastening clip to a foundation for a railway rail has a head part, which anchors the clip and is to lie above the foundation, and a tail part which is to lie in the foundation and is in the form of a single vertical rod. At least one vane, to resist turning of the device about its vertical axis, has its upper extremity joined to the bottom of the head part and has one of its sides joined to the upper portion of the tail part, the vane having a vertical length and a horizontal width greater than its horizontal thickness. At least one projection, below the vane or vanes, projects laterally from the tail part and has a horizontal or nearly horizontal top, the projection or projections serving to resist vertical forces tending to pull the anchoring device vertically upwardly out of the foundation.

Abstract: A containment reservoir for a liquid, such as petroleum oil, comprising, a walled ground containment space or pit, opening upwardly, with the space containing a liquid impervious flexible liner generally following the contour of the space, and with the liner comprising a layer of pervious fabric material having on at least one of its sides a layer of liquid impervious material, such as rubber, the liner being operable to prevent escape of liquid through the liner from the containment space; means are provided coacting with the liner covered containment space for removing liquid from the reservoir. A covering layer of pervious fabric material filters anything, including liquid, passing into the reservoir. A method of forming the reservoir from predetermined width strips of liner stock, and a method of retaining and salvaging oil spilled along a railroad track environment is also disclosed.

Abstract: A railroad timber tie cover of a substantially rectangular configuration composed of an elastomer material is provided for increasing the resiliency of rail fastening track systems in railroad track beds with and without ballast to prolong the service life of timber and concrete railroad ties. The railroad tie cover has a center and two side portions which utilize a plurality of grooves that are designed to prolong the operational life of wooden timber ties by increasing the resiliency of the rail fastening system and in the case of the wooden timber ties prolong the life of the tie by channeling and transporting water and moisture away from the railroad timber tie. The number, depth and disposition of the grooves foster the circulation of air around the timber tie during the loading and unloading of the track as occurs during train passage. The railroad tie cover is designed to be manufactured and shipped in a flat configuration which is installed as a three dimensional cover at the work site.

Abstract: A variable thickness fabric mat for use with railroad track right of way beneath the track structure. The mat has a central portion of predetermined thickness, and lateral shoulder portions of a reduced thickness as compared to said cental portion, with the central portion being of a predetermined width of adequate dimension to generally completely underlie the railroad track structure. The mat provides a method for transmission of force from a train on the railroad track structure to be spread over a greater area of the underlying earth bearing surface, and with the mat possessing the capability of passing water, and aiding in draining water from the soil beneath the mat, as well as from the top and sides of the track support.

Abstract: A containment and storage system for liquids, such as petroleum based liquids, for use for instance in a railroad track environment, comprising a walled containment reservoir formed in the ground and opening upwardly, with the containment reservoir including a flexible impervious liner to prevent escape of liquid through the liner from the containment space, and a receiving or storage reservoir disposed in spaced relation to the containment reservoir and means coacting between the reservoirs for transferring liquid caught in the containment reservoir, to the storage reservoir. In one embodiment, a mechanical pump is utilized for transferring to the storage reservoir liquid caught in the containment reservoir. In another embodiment, gravity flow is utilized for transferring such liquid. An improved arrangement is disclosed for handling liquid caught in the containment reservoir, and preventing leakage from the reservoir, at the exit point from the containment reservoir.

Abstract: A variable thickness fabric mat for use in railroad track structures, and particularly at stress transition zones in the railroad track; the mat is preferably formed of non-woven, multi-layered fabric, with the layers connected together, as for instance by needle punching to form an integral member. The mats are applicable for use with poor load bearing soils, and form a generally stepped, resilient bed for conventional railroad track structure, to help support and progressively spread the stress from the wheeled traffic, over a wider area. The mats provide for effective passing of runoff water, and aid in drainage of water from the soil beneath the mats, to thus improve the track support. The invention also provides a method of forming a railroad track construction so as to spread the stress from wheeled traffic at stress transition zones, over wider areas.

Abstract: A pair of spaced apart arms disposed on the side of a railway maintenance machine, the arms extending outwardly and carrying vertically positioned sleeves at their outer ends. Bars are slidably held in the sleeves for mounting of a fabric roll on their upper ends. Extension members extend horizontally from the lower ends of the bars. Idler and tension rollers are rotatably mounted across the arms, and an applicator tube extends diagonally under the machine frame, and beneath track raised by the machine, such that fabric can be continuously unrolled and passed under the tension roller, over the idler roller, over the applicator tube and on the track bed.

Abstract: An elongate formable drive rail for carrying a working apparatus having a toothed drive gear and support elements is provided in the form of a narrow elongate strip of metal having a regular series of corrugations extending lengthwise of the strip intermediate its edges and adapted to be engaged by the toothed drive gear while the edges of the strip engage the support elements.

Abstract: An oscillation dampening system composed of masses, in which a spring and dampeners are clamped together and coupled to a railroad track to prevent the formation of ripples on the track. The system is tuned to the characteristic frequency of the railroad track and is coupled thereto to reduce the maximum amplitude of oscillation at the characteristic frequency and to shift the occurrence of other amplitudes of oscillation to frequencies away from the characteristic frequency and to reduce the amplitudes of oscillation at the shifted frequency. The maximum of the shifted amplitudes of oscillation is reduced by ten percent from the maximum at the characteristic frequency.

Abstract: An endless belt conveyor for heavy materials handling is provided in which shock forces generated by the loading of heavy objects onto the conveyor are absorbed in the vertical, longitudinal and lateral directions with respect to the conveyor by resilient suspension means such as a plurality of rubber shear spring blocks which are associated with the support structure for the track upon which the conveyor belt moves. The belt is comprised of slat links having a central transverse reinforcing beam and slat link covers surrounding the transverse reinforcing beam which converge to either side of the beam at a point intermediate the vertical distance between the top and bottom portions of the beam.