US2850243A - Rail sections - Google Patents
Rail sections Download PDFInfo
- Publication number
- US2850243A US2850243A US548737A US54873755A US2850243A US 2850243 A US2850243 A US 2850243A US 548737 A US548737 A US 548737A US 54873755 A US54873755 A US 54873755A US 2850243 A US2850243 A US 2850243A
- Authority
- US
- United States
- Prior art keywords
- rail
- base
- unit
- rail sections
- drayton
- 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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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 10
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000001419 dependent effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B25/00—Tracks for special kinds of railways
- E01B25/08—Tracks for mono-rails with centre of gravity of vehicle above the load-bearing rail
- E01B25/10—Mono-rails; Auxiliary balancing rails; Supports or connections for rails
Definitions
- the object of the present invention is to improve the construction of the rail sections so as to increase their adaptability and relative strength and to provide a more rigid rail structure than that described in the original specification referred to.
- This invention consists of a mono-rail unit which is a modification of the mono-rail described and claimed in U. S. Patent No. 2,768,588, characterised by an inverted channel section base or foot and a substantially circular head section having intermediate therebetween and rigidly connected thereto a series of spaced vertical web plates and a series of staggered inclined bracing or strut plates.
- Fig. l is a perspective view of a sectional unit of monorail according to the present invention
- Fig. 2 is a sectional elevation on the line 2-2 seen in Fig. 1
- Fig. 3 is a side elevation showing the adjacent ends of two rail sections interconnected with a supporting pedestal
- Fig. 4 is a plan view of the ends of the two rail units and the supporting pedestal seen in Fig. 3.
- Each mono-rail sectional unit comprises an inverted channel section base or foot a to the upper face of which is rigidly connected by a welding or other process the lower edge of a series of web plates b and inclined bracing or strut plates (2 the upper edges whereof are welded or otherwise rigidly connected to the underside of a circular rail head at which may be of tubular or solid form.
- the web plates 1) are conveniently disposed one at each end of the unit and one say midway therebetween, while the inclined bracing or strut plates c have a staggered relationship along the length of the rail unit.
- the bracing or strut plates are of substantially triangular formation as clearly seen in Fig. 1 of the drawings, each of the triangular plates being secured to the rail head.
- this triangular formation provides a maximum support along the entire length of the rail head with the requirement of minimum weight and serves to make the structure very rigid and stable in use without involving any substantial increase in the weight of the unit comparable with the structure described in the aforesaid prior specification.
- a dependent pin e and a socket 1 are adapted to engage with registering pairs of sockets and pins provided at the ends of the 2,850,243 Patented Sept. 2, 1958 ice upper and lower bridge pieces g and h, respectively, of a supporting pedestal X.
- the supporting pedestal X also comprises a cross-member of H-section girder j constituting the mounting for the upper and lower bridge pieces g and h.
- the girder j is secured at each end to a tubular socket k within which is adjustably accommodated a vertically extending leg L having a foot m.
- the upper bridge piece g of the pedestal X has mounted thereon a short length of cylindrical rail head n which serves to fill the gap between the adjacent ends of the heads d of the two rail lengths engaged with the pedestal, and to permit the free running of a vehicle over the junction between the rail heads d and the rail head 11 when these rails are not in absolute alignment, i.
- the ends of the rail heads d and n are chamfered as shown at d and n in Fig. 3.
- the pedestal is provided with a pair of gravity catches 0 the lower portions whereof are adapted to overlay the projecting ends of the base a of the rail units.
- a mono-rail unit comprising a longitudinally extending head section, a base having its longitudinal axis parallel to the longitudinal axis of said head section, said base extending in a generally horizontal direction laterally beyond each side of said head section, a plurality of spaced vertical web plates oriented in a single plane parallel to said longitudinal axis of said head section and connected to the upper surface of said base between its lateral edges and to the lower surface of said head section, and a plurality of trapezoidal strut plates having their major planes inclined transversely of the head section, each of said struts having a major base parallel to the axis of said head section and joined to the undersurface thereof along its length and each having a minor base joined to the outer edge of the unit base, each of said Web and strut plates having their edges joined to said head section in overlapping relation, said strut plates being staggered whereby successive strut plates are connected to opposite outer edges of the unit base.
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
Description
Sept. 2, 1958 w. M. ROBB RAIL SECTIONS 2 Sheets-Sheet: 1
Filed NOV. 23, 1955 w. M; ROBB RAIL SECTIONS Sept. 2, 1958 2 Sheets-Sheet 2 Filed Nov. 23, 1955 United States Patent RAIL SECTIONS William Muir Robb, West Drayton, England, assignor to Road Machines (Drayton) Limited, West Drayton, England, a British company Application November 23, 1955, Serial No. 548,737
2 Claims. (Cl. 238-149) This invention has reference to improvements in and connected with rail sections and relates in particular to unit rail sections of the mono-rail type adapted to be coupled one to ,the other in series substantially in the manner described in the complete specification of our prior United States Patent No. 2,768,588 filed April 28, 1953.
The object of the present invention is to improve the construction of the rail sections so as to increase their adaptability and relative strength and to provide a more rigid rail structure than that described in the original specification referred to.
This invention consists of a mono-rail unit which is a modification of the mono-rail described and claimed in U. S. Patent No. 2,768,588, characterised by an inverted channel section base or foot and a substantially circular head section having intermediate therebetween and rigidly connected thereto a series of spaced vertical web plates and a series of staggered inclined bracing or strut plates.
The invention will now be described with particular reference to the accompanying drawings in which:
Fig. l is a perspective view of a sectional unit of monorail according to the present invention, Fig. 2 is a sectional elevation on the line 2-2 seen in Fig. 1, Fig. 3 is a side elevation showing the adjacent ends of two rail sections interconnected with a supporting pedestal and Fig. 4 is a plan view of the ends of the two rail units and the supporting pedestal seen in Fig. 3.
Each mono-rail sectional unit comprises an inverted channel section base or foot a to the upper face of which is rigidly connected by a welding or other process the lower edge of a series of web plates b and inclined bracing or strut plates (2 the upper edges whereof are welded or otherwise rigidly connected to the underside of a circular rail head at which may be of tubular or solid form. The web plates 1) are conveniently disposed one at each end of the unit and one say midway therebetween, while the inclined bracing or strut plates c have a staggered relationship along the length of the rail unit. The bracing or strut plates are of substantially triangular formation as clearly seen in Fig. 1 of the drawings, each of the triangular plates being secured to the rail head. It will be appreciated that this triangular formation provides a maximum support along the entire length of the rail head with the requirement of minimum weight and serves to make the structure very rigid and stable in use without involving any substantial increase in the weight of the unit comparable with the structure described in the aforesaid prior specification.
At each end of the rail head d and the base a of the rail unit there is provided a dependent pin e and a socket 1, respectively, which are adapted to engage with registering pairs of sockets and pins provided at the ends of the 2,850,243 Patented Sept. 2, 1958 ice upper and lower bridge pieces g and h, respectively, of a supporting pedestal X. The supporting pedestal X also comprises a cross-member of H-section girder j constituting the mounting for the upper and lower bridge pieces g and h. The girder j is secured at each end to a tubular socket k within which is adjustably accommodated a vertically extending leg L having a foot m. By virtue of the fact that the legs L can be adjusted in the tubular sockets k the height of the pedestal relative to the ground can be adjusted, and further the legs L can be adjusted in their sockets k to maintain the cross-member j horizontal even though the feet m are engaging the ground at difierent levels. The upper bridge piece g of the pedestal X has mounted thereon a short length of cylindrical rail head n which serves to fill the gap between the adjacent ends of the heads d of the two rail lengths engaged with the pedestal, and to permit the free running of a vehicle over the junction between the rail heads d and the rail head 11 when these rails are not in absolute alignment, i. e., when the mono-rail negotiates a bend, the ends of the rail heads d and n are chamfered as shown at d and n in Fig. 3. To prevent inadvertent disengagement of a rail length from the pedestal due to excessive vibration or any other cause the pedestal is provided with a pair of gravity catches 0 the lower portions whereof are adapted to overlay the projecting ends of the base a of the rail units.
The ends of the dependent flanges of the inverted channel section base or foot are removed so as to provide a convenient mounting of the ends of the unit on the transverse pedestal.
I claim:
1. A mono-rail unit comprising a longitudinally extending head section, a base having its longitudinal axis parallel to the longitudinal axis of said head section, said base extending in a generally horizontal direction laterally beyond each side of said head section, a plurality of spaced vertical web plates oriented in a single plane parallel to said longitudinal axis of said head section and connected to the upper surface of said base between its lateral edges and to the lower surface of said head section, and a plurality of trapezoidal strut plates having their major planes inclined transversely of the head section, each of said struts having a major base parallel to the axis of said head section and joined to the undersurface thereof along its length and each having a minor base joined to the outer edge of the unit base, each of said Web and strut plates having their edges joined to said head section in overlapping relation, said strut plates being staggered whereby successive strut plates are connected to opposite outer edges of the unit base.
2. A mono-rail unit according to claim 1 wherein said base comprises a channel having its longitudinal axis parallel to the longitudinal axis of said head section and its flanges extending away from said head section.
References Cited in the file of this patent UNITED STATES PATENTS 173,240 Riley Feb. 8, 1876 288,194 Watson Nov. 6, 1883 328,395 Fish Oct. 13, 1885 456,101 Turner et a1. July 14, 1891 1,605,521 Drake Nov. 2, 1926 FOREIGN PATENTS 577,882 Great Britain June 4, 1946 720,680 Great Britain Dec. 22, 1954 UNITED STATES PATENT OFFICE CERTIFICATE OF CORRECTION Patent No, 2,850,243 September 2, 1958 William Muir Robb It is hereby certified that error appears in the above numbered patent requiring correction and that the said Letters Patent should read as cor rected' below,
In the grant, line 2, for "assignor to Road Machines (Drayton) Limited," read assignor of one==half to Road Machines (Drayton) Limited, line 12, for "Road Machines (Drayton) Limited, its successors" read William Muir Robb, his heirs or assigns, and Road Machines (Drayton) Limited, its successors in the heading to the printed specification, lines 3 and 4, for "assignor to Road Machines (Drayton) Limited," read assignor of one half to Road Machines (Drayton) Limited,
Signed and sealed this 27th day of January 1959.,
(SEAL) Attest:
KARL LINE I ROBERT c. WATSON Attesting Officer Commissioner of Patents
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US548737A US2850243A (en) | 1955-11-23 | 1955-11-23 | Rail sections |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US548737A US2850243A (en) | 1955-11-23 | 1955-11-23 | Rail sections |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US2850243A true US2850243A (en) | 1958-09-02 |
Family
ID=24190194
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US548737A Expired - Lifetime US2850243A (en) | 1955-11-23 | 1955-11-23 | Rail sections |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US2850243A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3092039A (en) * | 1958-07-28 | 1963-06-04 | Gen Steel Ind Inc | Suspended railway systems |
| US3169489A (en) * | 1962-02-09 | 1965-02-16 | Road Machines Drayton Ltd | Monorail tracks |
| US3583327A (en) * | 1969-09-02 | 1971-06-08 | Harsco Corp | Track |
| US20010042352A1 (en) * | 2000-05-19 | 2001-11-22 | Bridge & Plate Constructions Pty Ltd. | Structural beam |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US173240A (en) * | 1876-02-08 | Improvement in elevated railways | ||
| US288194A (en) * | 1883-11-06 | Elevated railway | ||
| US328395A (en) * | 1885-10-13 | John fish | ||
| US456101A (en) * | 1891-07-14 | Truss for elevated structures | ||
| US1605521A (en) * | 1925-11-20 | 1926-11-02 | Claud E Drake | Toy train |
| GB577882A (en) * | 1944-11-30 | 1946-06-04 | Aveling Barford Ltd | Improvements in monorail systems |
| GB720680A (en) * | 1953-02-07 | 1954-12-22 | Road Machines Drayton Ltd | Improvements relating to monorail systems |
-
1955
- 1955-11-23 US US548737A patent/US2850243A/en not_active Expired - Lifetime
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US173240A (en) * | 1876-02-08 | Improvement in elevated railways | ||
| US288194A (en) * | 1883-11-06 | Elevated railway | ||
| US328395A (en) * | 1885-10-13 | John fish | ||
| US456101A (en) * | 1891-07-14 | Truss for elevated structures | ||
| US1605521A (en) * | 1925-11-20 | 1926-11-02 | Claud E Drake | Toy train |
| GB577882A (en) * | 1944-11-30 | 1946-06-04 | Aveling Barford Ltd | Improvements in monorail systems |
| GB720680A (en) * | 1953-02-07 | 1954-12-22 | Road Machines Drayton Ltd | Improvements relating to monorail systems |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3092039A (en) * | 1958-07-28 | 1963-06-04 | Gen Steel Ind Inc | Suspended railway systems |
| US3169489A (en) * | 1962-02-09 | 1965-02-16 | Road Machines Drayton Ltd | Monorail tracks |
| US3583327A (en) * | 1969-09-02 | 1971-06-08 | Harsco Corp | Track |
| US20010042352A1 (en) * | 2000-05-19 | 2001-11-22 | Bridge & Plate Constructions Pty Ltd. | Structural beam |
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