US138029A - Improvement in wrought-iron beams - Google Patents
Improvement in wrought-iron beams Download PDFInfo
- Publication number
- US138029A US138029A US138029DA US138029A US 138029 A US138029 A US 138029A US 138029D A US138029D A US 138029DA US 138029 A US138029 A US 138029A
- Authority
- US
- United States
- Prior art keywords
- wrought
- improvement
- beams
- plate
- iron beams
- 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
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 title description 2
- 229910000754 Wrought iron Inorganic materials 0.000 title description 2
- 238000010276 construction Methods 0.000 description 4
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0452—H- or I-shaped
Definitions
- the nature of the present invention consists in certain improvements, as more fully hereinafter set forth, in the construction of beams for buildings, railway or roadway bridges, and other purposes, the object of the invention being to provide a beam superior to those now in use, and one in which lateral strain is in a great measure prevented, and the beam rendered capable of withstanding a heavier strain than beams made in the ordinary manner.
- A shows the web-plate of the beam, provided with the top plate B and bottom plate C, riveted to theangle-irons E; and when the web-plate is a rolled beam, the top and bottom plates are riveted to the top and bottom flanges of the rolled beam.
- D shows a series of outside braces, double cone-shaped, having the apexes at the center of the web-plate A,
- top and bottom plates B and C. E show a series of angle-irons, attached to the webplate A, and also to the top andbottom plates B and C, and serving to hold the top and bottom plates B and C to the web A. When the top and bottom plates B and C are rolled with the web-plate A, these angle-irons E are not required. y
- the braces D may be made separate or in one continuous plate, if desired.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Description
L. KIRKUP.
Wrought-Iron Beams.
Patented April 22, 1873.
AM. PHom-L/maH/JP/l/c co. Mwawmm's Pancras) UNITED STATES PATENT OFFICE.
LANOELOT KIRKUP, OF EAST NEW YORK, N. Y., ASSIGNOR OF TWO-THIRDS HIS RIGHTV TO STEELE 85 CONDICT, OF JERSEY CITY, NEW` JERSEY, AND HARRIS WILSON, OF BROOKLYN, NEW YORK.v
IMPROVEMENT IN WROUGHT-IRN BEAMS.
Specification forming part of Letters Patent No. 138,029, dated April 22, 1873; application filed February 7, 1873.
To all whom it may concern:
Be it known that I, LANcELoT KIEKUP, (assignor to L. KIRKUP, HARRIS WILsON, and STEELE 85 CoNDIcT,) of East New York,
Kings county, New York, have invented,
made, and applied to use, new and useful improvements in the construction of beams for buildings, railway or roadway bridges, and other purposes; and that the following is a full, clear, and correct description of my invention, reference being had to the accompanying drawing making part of this specilication, and to the letters of reference marked thereon` in which- Figure l is a side elevation of my improved beam. Fig.` 2 is an end view of the same. Fig. 3 is an end view of. a beam made without employing the angle-irons.
In the drawing, like parts of the invention are pointed out by the same letters of reference.
The nature of the present invention consists in certain improvements, as more fully hereinafter set forth, in the construction of beams for buildings, railway or roadway bridges, and other purposes, the object of the invention being to provide a beam superior to those now in use, and one in which lateral strain is in a great measure prevented, and the beam rendered capable of withstanding a heavier strain than beams made in the ordinary manner.
To enable those skilled in the arts to make and use my invention, I will describe the construction and operation of the same.
A shows the web-plate of the beam, provided with the top plate B and bottom plate C, riveted to theangle-irons E; and when the web-plate is a rolled beam, the top and bottom plates are riveted to the top and bottom flanges of the rolled beam. D shows a series of outside braces, double cone-shaped, having the apexes at the center of the web-plate A,
where they are riveted, being riveted, also, to
the top and bottom plates B and C. E show a series of angle-irons, attached to the webplate A, and also to the top andbottom plates B and C, and serving to hold the top and bottom plates B and C to the web A. When the top and bottom plates B and C are rolled with the web-plate A, these angle-irons E are not required. y
Such being the construction, the operation may be thus described: In all beams, when subjected to a heavy strain, the tendency is to thrust or move sidewise before the limit of the supporting-power of the beam is reached. To so construct a beam as to best resist this lateral movement, and at the same time preserve the form of beam giving the greatest amount of strength and efciency, is the object of the present invention, and this is effected by the use of the double cone-shaped braces D, connected, as shown, to the webplate A and top and bottom plates B and C. This form of beam'will be found particularly desirable `for warehouses where Vheavy goods are stored, both for sustaining the weight and to resist the impact force to which the iioors may be subjected by the falling of heavy goods, and is more particularly useful for long girders, where side braces cannot be advantageously or readily employed, and where long distances are to be spanned without the obstruction of intermediate supports. The braces D may be made separate or in one continuous plate, if desired.
Having now set forth my invention, what I claim as new, and desire to secure by Letters Patent, is-'- The combination of the web A, top plate B, bottom plate O, braces D, and angle-irons E, constructed and operating substantially as and for the purposes described.
LANGELOT KIRKUP.
In presence of- A. SIDNEY DoANE, WM. HAsTINes.
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US138029A true US138029A (en) | 1873-04-22 |
Family
ID=2207443
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US138029D Expired - Lifetime US138029A (en) | Improvement in wrought-iron beams |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US138029A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2865059A (en) * | 1956-04-13 | 1958-12-23 | Douglas J Scriven | Metal joist bridging |
| US20120079782A1 (en) * | 2010-09-30 | 2012-04-05 | Choong-Ki Kim | Support beam structure capable of extending span and reducing height of ceiling structure and installing method thereof |
-
0
- US US138029D patent/US138029A/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US2865059A (en) * | 1956-04-13 | 1958-12-23 | Douglas J Scriven | Metal joist bridging |
| US20120079782A1 (en) * | 2010-09-30 | 2012-04-05 | Choong-Ki Kim | Support beam structure capable of extending span and reducing height of ceiling structure and installing method thereof |
| US8813445B2 (en) * | 2010-09-30 | 2014-08-26 | Choong-Ki Kim | Support beam structure capable of extending span and reducing height of ceiling structure and installing method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US183160A (en) | Improvement in composite metallic girders | |
| US138029A (en) | Improvement in wrought-iron beams | |
| US775927A (en) | Self-centering plate. | |
| US401528A (en) | Railway-car | |
| US1863817A (en) | Structural steel truss joist | |
| US665718A (en) | Beam. | |
| US766899A (en) | Concrete or like girder. | |
| US557147A (en) | Andrew b | |
| US153170A (en) | Improvement in wrought-iron columns | |
| US242396A (en) | Bridge-truss | |
| US626365A (en) | Box column | |
| US304781A (en) | Structural shape for beams | |
| US158983A (en) | Improvement in compound iron beams | |
| US774205A (en) | System of upper framing for railway-cars. | |
| US677090A (en) | Triangular pole. | |
| US444578A (en) | Lengthening metallic beams | |
| US128350A (en) | Improvement in cqgipressio | |
| US1742210A (en) | Beam hanger | |
| US120282A (en) | Improvement in bridges | |
| US304795A (en) | Metal beam or girder | |
| US144766A (en) | Improvement in iron bridges | |
| US673305A (en) | Brake-beam for cars. | |
| US820798A (en) | Bridge. | |
| US1067616A (en) | Bridge. | |
| US1200484A (en) | Reinforced-concrete floor. |