US2421502A - Concrete spring tie - Google Patents
Concrete spring tie Download PDFInfo
- Publication number
- US2421502A US2421502A US517566A US51756644A US2421502A US 2421502 A US2421502 A US 2421502A US 517566 A US517566 A US 517566A US 51756644 A US51756644 A US 51756644A US 2421502 A US2421502 A US 2421502A
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- US
- United States
- Prior art keywords
- tie
- blocks
- concrete
- springs
- hayes
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/62—Rail fastenings incorporating resilient supports
Definitions
- This invention relates to railroad tie construction and it aims to provide one in which the danger of low points and spreading rails is greatly reduced in order to enhance safety.
- Figure 1 is a plan view of a tie structure according to the invention, rails being suggested in dot-dash lines;
- Figure 2 is a view in elevation of the parts of Figure 1;
- Figure 3 is an approximately central longitudinal sectional view through the structure of Figure 1;
- Figure 4 is a horizontal section taken on the line 44 of Figure 3;
- Figure 5 is an end elevation of the structure of Figure 1;
- Figure 6 is a vertical section taken on line E6 of Figure 2.
- my improved tie construction comprises a pair of concrete blocks as shown at Ill. These blocks are suitably mounted for support on the ballast ll of the road bed and they are preferably reinforced by metallic elements as at I2, to minimize danger of fracture.
- the blocks I are preferably connected to-- gether by a tie rod i3 of inverted U-form whose legs l4 pass through staples l anchored to the inner side of the blocks 10.
- tie member Disposed across the blocks is a tie member It generally of channel iron form and preferably of steel.
- the blocks ID have central wells I! in which are seated pairs of concentric coil spring I8 and IS, the springs extending above the blocks and spring I!) directly engaging and resiliently supporting the tie member I6.
- Springs [9 surround centering studs 20 which are resiliently supported by 5 the springs l8 and which have depending projec- 2 tions 2
- the studs 20 may be welded in place to the tie member [6.
- the end walls of the tie member it have downward extensions 22 which are slidably disposed in staples or guides 23 anchored to the end walls of blocks It).
- tie structure disclosed is used in place of the usual wooden or other form to support and mount track rails suggested in dotted lines as at 24, and which rails may be secured to the tie members in any suitable manner. It will also be realized, that the rails are resiliently supported and that the springs not only resiliently support the tie member but also function to minimize danger of shock and fracture to the concrete tie blocks.
- a structure of the class described comprising tie blocks, a tie rod, staples on said blocks, engaged by the tie rod, a second staple on said blocks, a tie member having depending end extensions engaging the second staples, and resilient means supporting the tie member from said blocks.
- a structure of the class described comprising tie blocks, a tie rod, staples on said blocks, engaged by the tie rod, a second staple on said blocks, a tie member having depending end extensions engaging the second staples, and resilient means supporting the tie member from said blocks, said resilient means comprising concentrio springs, the blocks having recesses abutting said springs, studs depending from the tie member and resting on the innermost springs, and being surrounded by the outermost springs.
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
Description
June 3, 1947. J. B. HAYES I CONCRETE SPRING TIE Filed-Jan. 8, 1944 2 s eets-sheet 1 fl How wag Jun 3, 1947. B HAYES 2,421,502
CONCRETE SPRING TIE Filed Jan. 8, 1944 2 Sheets-Sheet 2 Patented June 3, 1947 UNITED STATES PATENT OFFICE CONCRETE SPRING TIE .lonithan B. Hayes, Kansas City, Kans., assignor of one-fourth to Vincel Paul Hayes, Los Angeles, Calif., one-fourth to Granville Ralph Hayes, Kansas City, Kans., and one-fourth to Clifford Forest Hayes, Sedalia, Mo.
Application January 8, 1944, Serial No. 517,566
2 Claims. 1
This invention relates to railroad tie construction and it aims to provide one in which the danger of low points and spreading rails is greatly reduced in order to enhance safety.
More specifically, it is aimed to provide a structure which has blocks of concrete suitably reinforced, connected by a tie rod, and which blocks in turn resiliently mount a tie member of channel form interfitted with the blocks.
The more specific objects and advantages will become apparent from a consideration of the description following taken in connection with accompanying drawings illustrating an operative embodiment.
In said drawings- Figure 1 is a plan view of a tie structure according to the invention, rails being suggested in dot-dash lines;
Figure 2 is a view in elevation of the parts of Figure 1;
Figure 3 is an approximately central longitudinal sectional view through the structure of Figure 1;
Figure 4 is a horizontal section taken on the line 44 of Figure 3;
Figure 5 is an end elevation of the structure of Figure 1; and
Figure 6 is a vertical section taken on line E6 of Figure 2.
Referring specifically to the drawings wherein like reference characters designate like or similar parts, my improved tie construction comprises a pair of concrete blocks as shown at Ill. These blocks are suitably mounted for support on the ballast ll of the road bed and they are preferably reinforced by metallic elements as at I2, to minimize danger of fracture.
The blocks I are preferably connected to-- gether by a tie rod i3 of inverted U-form whose legs l4 pass through staples l anchored to the inner side of the blocks 10.
Disposed across the blocks is a tie member It generally of channel iron form and preferably of steel.
The blocks ID have central wells I! in which are seated pairs of concentric coil spring I8 and IS, the springs extending above the blocks and spring I!) directly engaging and resiliently supporting the tie member I6. Springs [9 surround centering studs 20 which are resiliently supported by 5 the springs l8 and which have depending projec- 2 tions 2| fitted within the springs i8. The studs 20 may be welded in place to the tie member [6.
The end walls of the tie member it have downward extensions 22 which are slidably disposed in staples or guides 23 anchored to the end walls of blocks It).
It will be realized that the tie structure disclosed is used in place of the usual wooden or other form to support and mount track rails suggested in dotted lines as at 24, and which rails may be secured to the tie members in any suitable manner. It will also be realized, that the rails are resiliently supported and that the springs not only resiliently support the tie member but also function to minimize danger of shock and fracture to the concrete tie blocks.
Various changes may be resorted to provided they fall within the spirit and scope of the invention.
I claim as my invention:
1. A structure of the class described comprising tie blocks, a tie rod, staples on said blocks, engaged by the tie rod, a second staple on said blocks, a tie member having depending end extensions engaging the second staples, and resilient means supporting the tie member from said blocks.
2. A structure of the class described comprising tie blocks, a tie rod, staples on said blocks, engaged by the tie rod, a second staple on said blocks, a tie member having depending end extensions engaging the second staples, and resilient means supporting the tie member from said blocks, said resilient means comprising concentrio springs, the blocks having recesses abutting said springs, studs depending from the tie member and resting on the innermost springs, and being surrounded by the outermost springs.
' JONITHAN B. HAYES.
REFERENCES CITED The following references are of record in the file of this patent:
UNITED STATES PATENTS Number Name Date 562,974 Ratclifi June 30, 1896 1,718,098 Yeomans June 18, 1929 972,818 Clark Oct. 18, 1910 1,784,606 Macneir Dec. 9, 1930
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US517566A US2421502A (en) | 1944-01-08 | 1944-01-08 | Concrete spring tie |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US517566A US2421502A (en) | 1944-01-08 | 1944-01-08 | Concrete spring tie |
Publications (1)
Publication Number | Publication Date |
---|---|
US2421502A true US2421502A (en) | 1947-06-03 |
Family
ID=24060323
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US517566A Expired - Lifetime US2421502A (en) | 1944-01-08 | 1944-01-08 | Concrete spring tie |
Country Status (1)
Country | Link |
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US (1) | US2421502A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19706542A1 (en) * | 1997-02-19 | 1998-08-20 | Mueller Bbm Gmbh | Permanent way with sleepers on base course for attaching rails |
WO2000046448A1 (en) * | 1999-02-05 | 2000-08-10 | Patrick Vanhonacker | Support device for railway track rails |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US562974A (en) * | 1896-06-30 | Railroad-tie | ||
US972818A (en) * | 1910-06-16 | 1910-10-18 | Arnold Clark | Railway-tie. |
US1718098A (en) * | 1928-05-12 | 1929-06-18 | Yeomans Concrete Tie Inc | Railway tie |
US1784606A (en) * | 1929-09-28 | 1930-12-09 | Donald B Macneir | Railway tie |
-
1944
- 1944-01-08 US US517566A patent/US2421502A/en not_active Expired - Lifetime
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US562974A (en) * | 1896-06-30 | Railroad-tie | ||
US972818A (en) * | 1910-06-16 | 1910-10-18 | Arnold Clark | Railway-tie. |
US1718098A (en) * | 1928-05-12 | 1929-06-18 | Yeomans Concrete Tie Inc | Railway tie |
US1784606A (en) * | 1929-09-28 | 1930-12-09 | Donald B Macneir | Railway tie |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19706542A1 (en) * | 1997-02-19 | 1998-08-20 | Mueller Bbm Gmbh | Permanent way with sleepers on base course for attaching rails |
DE19706542B4 (en) * | 1997-02-19 | 2007-08-09 | Müller - BBM GmbH | roadway |
WO2000046448A1 (en) * | 1999-02-05 | 2000-08-10 | Patrick Vanhonacker | Support device for railway track rails |
US6325301B1 (en) | 1999-02-05 | 2001-12-04 | Patrick Vanhonacker | Track support system |
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