초록 ▼

An elastomeric member is arranged beneath a railroad tie to adjust the modulus of track over a relatively stiff structure such as a bridge or tunnel. Methods or combinations that include an elastomeric member are employed to reduce the modulus of a track over a relatively stiff structure to a magnit

An elastomeric member is arranged beneath a railroad tie to adjust the modulus of track over a relatively stiff structure such as a bridge or tunnel. Methods or combinations that include an elastomeric member are employed to reduce the modulus of a track over a relatively stiff structure to a magnitude approximating the modulus of track over the terrain surrounding the structure.

대표청구항 ▼

The invention claimed is: 1. In combination with a section of railroad track comprising rails, a railroad tie having a lower surface and a supporting rail bed having an upper surface: a single elastomeric tie pad for providing vertical cushioning, said tie pad located between said tie and said rail

The invention claimed is: 1. In combination with a section of railroad track comprising rails, a railroad tie having a lower surface and a supporting rail bed having an upper surface: a single elastomeric tie pad for providing vertical cushioning, said tie pad located between said tie and said rail bed and having an upper pad surface adjacent said lower surface of said tie and a lower pad surface adjacent said upper surface of said rail bed, said tie pad having a durometer of at least 65 and defining at least two cavities between said upper pad surface and said lower pad surface into which the material of said tie pad may expand when said pad is compressed, said tie pad including two or more protrusions extending upwardly from the upper pad surface through said lower surface of said tie and into said tie. 2. The combination of claim 1 wherein at least one of said protrusions is positioned above one of said cavities. 3. The combination of claim 1 wherein none of said cavities are positioned directly below at least one of said protrusions. 4. In combination with a section of railroad track comprising rails, a railroad tie having a lower surface and a supporting rail bed having an upper surface: a single elastomeric tie pad for providing vertical cushioning, said tie pad located between said tie and said rail bed and having an upper pad surface adjacent said lower surface of said tie and a lower pad surface adjacent said upper surface of said rail bed, said tie pad having a thickness of less than about ? inch and including at least two cavities between said upper pad surface and said lower pad surface into which the material of said tie pad may expand when said pad is compressed, said tie pad including two or more protrusions extending upwardly from said upper pad surface through said lower surface of said tie and into said tie. 5. The combination of claim 4 wherein at least one of said protrusions is located above at least one of said cavities. 6. The combination of claim 4 wherein none of said cavities are located directly below at least one of said protrusions. 7. In combination with a section of railroad track comprising rails, a railroad tie having a lower surface and a supporting rail bed having an upper surface: a single elastomeric tie pad for providing vertical cushioning, said tie pad located between said tie and said rail bed and having an upper pad surface adjacent said lower surface of said tie and a lower pad surface adjacent said upper surface of said rail bed, said tie pad defining at least two cavities between said upper pad surface and said lower pad surface into which the material of said tie pad may expand when said pad is compressed, said tie pad including two or more protrusions extending upwardly from said upper pad surface through said lower surface of said tie and into said tie.