US60199A - T x o jst - Google Patents
T x o jst Download PDFInfo
- Publication number
- US60199A US60199A US60199DA US60199A US 60199 A US60199 A US 60199A US 60199D A US60199D A US 60199DA US 60199 A US60199 A US 60199A
- Authority
- US
- United States
- Prior art keywords
- vaults
- voussoir
- iron
- construction
- arch
- 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
Links
- 238000010276 construction Methods 0.000 description 5
- 229910001018 Cast iron Inorganic materials 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 201000000751 autosomal recessive congenital ichthyosis Diseases 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/32—Arched structures; Vaulted structures; Folded structures
- E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
Definitions
- Figure 2 is the under side view of the same.
- Figure 3 is an end view of an arch formed according to my improved mode of construction, applied to7 a bridge, roof-trusses, or otherpurposes.
- Figure 4 is an end view of a vault as applied to a railroad tunnel.
- Figure 5 is a transverse section of the of the line :z: 2:, iig. l.
- This invention relates to an improvement in cast-iron arches for building bridges, aqueducts, rooiltrusses, ⁇
- Each voussoir is a segment or arc of a circle; ⁇ the transiter-scende "l are-planes in the line of the radii thereof, and the longitudinal sides are parallel to eachother.
- the dimensions and proportions for ordinary works will be about four feet long, tno feet wide on theendsgand eighteen inches deep, with a centre rib or stem, as deep as the ends, three inches wide at the bottom, and fha-lf an linch thick in the web the top plate may be made as wideas the ends fcrvaults, butlfor bridges and similar i, i structures I propose to make them ⁇ about vfifteen inches wide and one inch thick, and extend the end ⁇ out on ⁇ one ⁇ l side.
- vA represents a voussor cast in one'piece.
- a transverse section resembles the capital letter T, asshown in" ⁇ iig. 5; a is the top, andb a rib or stem at right angles to the top, running lengthwise fromcnd to end.
- The] ends'c ⁇ c are flat plates which lie or abut against each other in an arch or vault, and are; fastened togetherby three links and keys, e e e, at each end the ends may be secured together with links und keys, or screw-bolts and nuts.
- the ends extend further on one side of the stem or rib, b, than the other, in order to ⁇ form laps for i the middle bolt, and to break joints in the endsof the vonssoirs.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Exhaust Gas After Treatment (AREA)
Description
IMPROVEDV GAST-IRON ARCI-IBS FOR RIDGES, VAULTS, eine.
GEORGE T. LAPE, OF SUMMIT, N EW` YORK.V
Letters .Patent No. 60,199, dated December 4, 1866.
SPEIFIOA'I'ION.
ToALL WnoM 1r MAY CONGERN;
Be it knownthat I. GEORGE T. LAPE, of' Summit, in the county of Schoharie, and State of New York, havel inventeda new. and useful improvement in Cast-Iron Arches and Vaults for Bridges, Tunnels; Snc. -and I do hereby declare that the following is a full, clear, and exact description thereof, which will enable others skilled` in the art to make'and use the same,'reference being hudpto the accompanying drawings, `forming part offtliis` speciication, in which- Figure 1 is an end view of a segment of an arch formed according to my improved mode of construction.
Figure 2 is the under side view of the same. p
Figure 3 is an end view of an arch formed according to my improved mode of construction, applied to7 a bridge, roof-trusses, or otherpurposes.
Figure 4 is an end view of a vault as applied to a railroad tunnel.
Figure 5is a transverse section of the of the line :z: 2:, iig. l.
Similar letters of reference indicate like parts.
This invention relates to an improvement in cast-iron arches for building bridges, aqueducts, rooiltrusses,`
and vaults for the subterraneanrailroad tunnels, and other similar purposes, and consists in making .a cast-iron voussoir, or. section of an arch, vof sucheonformation that one voussoir shall constitute a unit of construction." The proportion and disposition ofthe parts of my improved voussoir are such as to combine a maximum of strength with a minimum of materialin `the structure. The voussoirs arelconnected` by bolts. They may he,
made in adaptation to arches `of any curve or dimension.- They can be multiplied indefinitely for the construe-,p tion of vaults or tunnels for subterranean railroads, and the work of putting them together can be accomplished with great rapidity and economy in labor. Each voussoir is a segment or arc of a circle; `the transiter-scende "l are-planes in the line of the radii thereof, and the longitudinal sides are parallel to eachother. The dimensions and proportions for ordinary works will be about four feet long, tno feet wide on theendsgand eighteen inches deep, with a centre rib or stem, as deep as the ends, three inches wide at the bottom, and fha-lf an linch thick in the web the top plate may be made as wideas the ends fcrvaults, butlfor bridges and similar i, i structures I propose to make them `about vfifteen inches wide and one inch thick, and extend the end `out on` one` l side. For convenience in handling [prefer to make the voussoirs in such proportionsas to` weigh abotit 4510 to` 500 pounds each, but for differentpnrposemsize and weight will vary;` and otherproportions of the parts may i be adopted as required for the character of 'the structure to which they are applied, without deviating from the principles and essential features of my invention.
vA represents a voussor cast in one'piece. A transverse section resembles the capital letter T, asshown in" `iig. 5; a is the top, andb a rib or stem at right angles to the top, running lengthwise fromcnd to end. i The] ends'c` c are flat plates which lie or abut against each other in an arch or vault, and are; fastened togetherby three links and keys, e e e, at each end the ends may be secured together with links und keys, or screw-bolts and nuts. The ends extend further on one side of the stem or rib, b, than the other, in order to` form laps for i the middle bolt, and to break joints in the endsof the vonssoirs. i
Having thus described my invention, I claim as new, and'fclesire to secure by: Letters Patent-`` i A Vcast-iron voussoir for the construction of arches and `vaults for bridges, subterranean railroads, and similar purposes, form-ed of a top plate a, a rib or stem I1, and abutting4 ends c c, and fastened with bolts e, sub-` stantially as herein described.
The above specification of my invention signed by me this Qthday of October, 1866.
-- T. LPE. p i
Witnesses.:
WM. F. MGNAMARA, ALEXQF. Renners.
nsegment 'of an arch of my improved construction, taken inthe plane`
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US60199A true US60199A (en) | 1866-12-04 |
Family
ID=2129738
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US60199D Expired - Lifetime US60199A (en) | T x o jst |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US60199A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20100266349A1 (en) * | 2009-02-27 | 2010-10-21 | Jennmar Corporation | Impact Resistant Lagging, Method For Designing Impact Resistant Lagging, and Apparatus for Testing Impact Resistant Lagging |
| US20180155929A1 (en) * | 2016-12-02 | 2018-06-07 | Columbia Insurance Company | Masonry lintel for long spans |
-
0
- US US60199D patent/US60199A/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20100266349A1 (en) * | 2009-02-27 | 2010-10-21 | Jennmar Corporation | Impact Resistant Lagging, Method For Designing Impact Resistant Lagging, and Apparatus for Testing Impact Resistant Lagging |
| US9249663B2 (en) * | 2009-02-27 | 2016-02-02 | Fci Holdings Delaware, Inc. | Impact resistant lagging, method for designing impact resistant lagging, and apparatus for testing impact resistant lagging |
| US20180155929A1 (en) * | 2016-12-02 | 2018-06-07 | Columbia Insurance Company | Masonry lintel for long spans |
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