Patent Application
20120043698
This application claims the benefit of U.S. Provisional Application No. 61/401,733, filed Aug. 18, 2010, which is hereby incorporated by reference in its entirety.
Railroads are typically comprised of two load bearing steel rails which support the train's wheels. Some railroads are constructed using wooden, concrete, steel, or composite cross-ties to align and support the steel rails. The area between the cross-ties is commonly filled with rock ballast to hold the track in place. Another method exists wherein concrete cast in place pads or platforms are used that are functionally similar to cross-ties and align and support the rails. The area between the raised platforms is typically filled with concrete, as opposed to rock ballast. This system is often referred to as “slab track” and is frequently used for commuter type railroads.
One method of constructing slab track railroads comprises building, assembling, and aligning the rails in place, supporting the rails with concrete forms for casting the raised platform, and then pouring the concrete to cast the platform beneath the rails, as shown in
Slab track, like other railroad designs, utilizes tie plates beneath the steel rails that function as a bearing plate to spread the reaction forces of the rails over a larger area of contact on the supporting structure. The tie plates are typically secured to the concrete platform using a threaded fastener system that serves to anchor the tie plate and, consequently, the rail to the concrete platform. A portion of the fastener system, such as a threaded insert, is commonly cast into the surface of the concrete platform during construction of the slab track, as shown in
When pouring and casting the concrete platform, pockets of air are often captured under the horizontal form. As a result, it is typical for voids to form in the surface of the cast concrete platform that was under the horizontal form, as shown in
It is common practice to fill any voids in the concrete surface where the tie plate will be placed. Various commercially available materials can be used to fill the voids, including grout and epoxy. However, this process can be time and labor intensive, and requires removal of the rail assembly along with the concrete forms in order to access the voids below the forms. The material used to fill the voids must be applied and allowed to cure, and then the tie plate installed and rail must be reassembled before the railroad is usable for train traffic.
Methods for constructing slab track railroad are disclosed, wherein the slab track has a concrete platform supporting a tie plate and rail assembly. In one embodiment, the method comprises providing a form for casting a concrete platform, the form supporting a tie plate and rail assembly. A removable insert is positioned beneath the tie plate and concrete is poured into the form to cast the concrete platform with the removable insert cast into and imbedded in the surface of the concrete platform. The removable insert is removed from the concrete platform to create a cavity in the surface of the concrete platform beneath the tie plate. The cavity is then filled with a filler material.
In yet another embodiment, a form for casting a concrete platform supporting a railroad tie plate is disclosed, the form comprising a horizontal form having a top surface positioned to face toward the tie plate and a bottom surface positioned to be imbedded in the cast platform. The bottom surface of the horizontal form has a removable insert.
a is a top view of a tie plate and horizontal form including a removable insert.
b is a partial vertical section view of the tie plate and horizontal form of
A method for constructing a slab track railroad is described, wherein the horizontal form that supports the fastener system includes or is replaced by an insert that is removably cast in the surface of the concrete platform and prevents concrete from entering into the space occupied by the insert. The removable insert is positioned in the load bearing area of the surface of the concrete platform beneath the tie plate. Once the concrete platform is cast, the insert is removed, creating a cavity in the surface of the concrete platform beneath the tie plate. The cavity is then filled with an epoxy or other material,
In one embodiment, the removable insert is a sacrificial insert made of a material that is dissolvable by a solvent. Once the concrete platform has cured to a sufficient state, an appropriate solvent can be injected beneath the tie plate to dissolve the sacrificial insert. An example of a sacrificial insert is shown in
The horizontal form may be made of a number of different materials that are known in the art. In a preferred embodiment, the horizontal form is made of high density polyethylene. Suitable dissolvable materials for the sacrificial insert include polymeric materials, such as commercially available 1 pound per cubic foot (pcf) density expanded polystyrene. Suitable solvents for an expanded polystyrene insert include dibasic esters, which will dissolve the sacrificial insert relatively quickly, while not affecting the cast in place horizontal form, the concrete or the final filler material. In a preferred embodiment, the sacrificial insert is dissolved in about 5 minutes or less, and more preferably in about 2 minutes or less, to allow efficient construction of the slab track. In a further preferred embodiment, a ratio of approximately 6 grams of dibasic ester to each gram of polystyrene is used. For example, 20 grams of dibasic ester may be used to dissolve at least 14 cubic inches of 1 pound per cubic foot polystyrene in about 1-2 minutes. Those of skill in the art will appreciate that the dissolving time is dependant on the ratio of dibasic ester to polystyrene, the ambient temperature, contact turbulence and other factors.
In yet another embodiment, the sacrificial insert is made slightly larger than the footprint of the tie plate to permit the solvent to be directly applied to the sacrificial insert. For example, in the case where the horizontal form is replaced by a sacrificial insert, a tie plate whose footprint has a width and length of 8 inches by 16 inches preferably uses a sacrificial insert having a larger width and length with a size of 16 inches by 9 inches and a thickness of ¼ inch, that extends beyond the edges of the tie plate and would allow access directly adjacent to the tie plate for application of the solvent. This calculates to a sacrificial insert with a volume of 36 cubic inches and a weight of 9.5 grams (assuming 1 pound per cubic foot). Based on the previously discussed ratio of solvent to polystyrene, approximately 216 grams of dibasic ester would be required to dissolve the sacrificial insert. The actual amount of solvent used may be increased to speed the reaction as well as to accommodate for solvent which may be effectively lost in any voids in the concrete beneath the sacrificial polymeric insert or into the porosity of the concrete.
After a sufficient time has passed to fully dissolve the sacrificial insert, the dissolved material and any excess solvent is removed to create a cavity in the surface of the concrete platform. In one embodiment, compressed air is used to clear the dissolved material and excess solvent. Where the sacrificial insert is a part of the horizontal form, the compressed air can be introduced through the injection ports. Vent holes or other openings may be provided in the horizontal portion of the concrete form to permit ejection of the dissolved material and excess solvent.
Once the cavity has been cleared, a permanent filler material may be immediately injected into the cavity through the same openings used to fill and clear the cavity of solvent. Suitable filler materials are used, such as liquid epoxy or grout, that are not affected by the solvent. Those of skill in the art will appreciate that the filler material must be of sufficiently low viscosity to fully fill the cavity formerly occupied by the sacrificial insert as well as any voids left in the concrete. In addition, it is desirable that the filler material is able to displace any of the solvent or dissolved material that may remain in the cavity or voids beneath the cavity—preferably, either by moving excess filler through the cavity, in which case any solvent or dissolved material is carried out through the vent holes, or by displacing any solvent or dissolved material through the principle of differential density buoyancy and depositing it in a non-load bearing area of the concrete platform. Means for collecting the displaced solvent and dissolved material may also be used, such as a vacuum system.
Although the invention has been described in detail with reference to preferred embodiments, variations and modifications exist within the scope and spirit of the invention as described and defined in the following claims. In particular, those of skill in the art will appreciate that, in an alternative embodiment, the removable insert can be incorporated into the tie plate itself with slight alterations to existing tie plate designs. For example, a sacrificial insert may be applied to the bottom surface of the tie plate. Furthermore, the invention is not limited in application to any particular type or form of tie plate and rail assembly, or configuration of slab track.
| Number | Date | Country | |
|---|---|---|---|
| 61401733 | Aug 2010 | US |
