US103380A - Improvement in rolled iron or steel columns - Google Patents

Improvement in rolled iron or steel columns Download PDF

Info

Publication number
US103380A
US103380A US103380DA US103380A US 103380 A US103380 A US 103380A US 103380D A US103380D A US 103380DA US 103380 A US103380 A US 103380A
Authority
US
United States
Prior art keywords
column
segments
improvement
rivets
rolled iron
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
Application number
Publication date
Application granted granted Critical
Publication of US103380A publication Critical patent/US103380A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
    • E01F5/005Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes

Definitions

  • noun tatrz (sun atria.
  • Each segment must be provided at each edge with a flange about two inches deep, so that, in the four segments, there are taken from the width. of the plates sixteen inches which do not go to form the cylinder.
  • ion and tension members in bridges, piers, and other' like structures are of such a diameter as to forbid an operator or help (usually a boy) entering the interior of the column for the purpose of passing the heated rivets through the holes from the inside to be upset on the outside, or of upsetting them on the .inside when passed throughthe holes from the outside; and the machines heretofore in use are not designed for and do not answer the purpose of riveting columns of the diameter usual for the struccording to my invention, I shall now describe the manner in which the same is or may be carried into effect, by reference to the accompanying drawings, in which- Figure l represents,.1n perspective, a cylindrical.
  • Figure 2 is a transverse section, on an enlarged scale, of the column represented in fig. 1.
  • Figures 3, 4, 5, 6, and 7 are cross-sections of columns, representing modified modes of uniting together the segments or parts of the column for piers or other structures-- A A represent the longitudinal segments made of rolled iron or steel, constructed in such forms as to admit of their union into one column by means of rivets.
  • the iron or steel, of .which the columns are formed, is of the necessary thicknes to sustain,-without flexure, the strains induced upon upon it in the direction of its length..
  • each segment overlaps the hp 0 of the elbow I) of the adjacent plate; a series of rivets, extendingthe entire length of the column, are either headed on the inside and outside of the column, as shown in figs. 1 and 2, or one or both ends of the rivets may be countersunk in the overlapping segments; the former mode of uniting the segments is clearly illustrated in fig. 5. In the latter case the exterior -surface of the column presents an unbroken surface.- Another improved mode of securing the segments together is by using rivets, the heads of which are countersunk in each segment.
  • the elbow 0 may be formed as an exterior elbow to overlap the plain edge e of the adjoining segment, as represented iufig. 3.
  • the segments are riveted together in the manner above stated.
  • Still another mode of eniting the segments of columns is to chamfer the abutting edges of the segments, and rive t'them together, as shown in fig 4.
  • fig. 6 is exhibited another mode of uniting together opposite segments of the column by rivets, wherein the edges at both ends of the segments are halved into each other.
  • fig. 7 is shown the mode of riveting the segments of an octagonal'column.

Description

P. H. SMITH. ROLLED IRON OR STEEL COLUMN.
No. 108,380. Patented M05124, 1870.
Ewen/57" MMGW. 52%;:
noun tatrz (sun atria.
FREDERICK H. SMITH, OF BALTIMORE, MARYLAND.
Letters Patent No. 103,380, dated May 24, 1870.
IMPROVEMENT IN ROLLED IRON OR STEEL COLUMNS.
The Schedule referred to is these Letters Patent and maklng part of thesame To whom it may concern umns which are used in the construction of bridges, piers, or other like structures, as compression or tension members. These have heretofore usually been made in sections, provided with external flanges,
whereby the'several sections were united to form the columns.' i
The use ofcolumns thus made is recommended by the comparative ease and facility of their manufacture; but, at the same time, disadvantages attend their construction, such, for instance, asthe great'waste of material, and the fact that, with a given amount of metal, the strength of -a column decreases in proportion as it departs from a purely cylindrical form.
Take, for example, a four-segment phoenix column.
Each segment must be provided at each edge with a flange about two inches deep, so that, in the four segments, there are taken from the width. of the plates sixteen inches which do not go to form the cylinder.
In the column devised by me, however, the edges of the segments, instead of being bent out into flanges,
ion and tension members in bridges, piers, and other' like structures are of such a diameter as to forbid an operator or help (usually a boy) entering the interior of the column for the purpose of passing the heated rivets through the holes from the inside to be upset on the outside, or of upsetting them on the .inside when passed throughthe holes from the outside; and the machines heretofore in use are not designed for and do not answer the purpose of riveting columns of the diameter usual for the struccording to my invention, I shall now describe the manner in which the same is or may be carried into effect, by reference to the accompanying drawings, in which- Figure l represents,.1n perspective, a cylindrical.
column, constructed of wrought iron or steel, in four segment-s, riveted together with rivets, having their inner heads formedrover a flanged surface or offset, and their outer headsforind over a plane surface; by this mode of uniting the'scgments of the column. the exterior surface is unbroken.
Figure 2 is a transverse section, on an enlarged scale, of the column represented in fig. 1.
Figures 3, 4, 5, 6, and 7 are cross-sections of columns, representing modified modes of uniting together the segments or parts of the column for piers or other structures-- A A represent the longitudinal segments made of rolled iron or steel, constructed in such forms as to admit of their union into one column by means of rivets.
The iron or steel, of .which the columns are formed, is of the necessary thicknes to sustain,-without flexure, the strains induced upon upon it in the direction of its length..
One edge of each'of the segments used in the formation of the column is constructed with elbow b, or an offset flanged .inwardly, continuous thronghoutthe entire length of the column. 7
Y The depth of the elbow, from a continuation of the outer surface of the column to the lip c, is equal to the thickness of said segment.
The opposite edge 11 of each segment overlaps the hp 0 of the elbow I) of the adjacent plate; a series of rivets, extendingthe entire length of the column, are either headed on the inside and outside of the column, as shown in figs. 1 and 2, or one or both ends of the rivets may be countersunk in the overlapping segments; the former mode of uniting the segments is clearly illustrated in fig. 5. In the latter case the exterior -surface of the column presents an unbroken surface.- Another improved mode of securing the segments together is by using rivets, the heads of which are countersunk in each segment.
Instead of constructing each segment of the column with interior. elbows, as explained, with reference to figs-1 and 2, the elbow 0 may be formed as an exterior elbow to overlap the plain edge e of the adjoining segment, as represented iufig. 3. The segments are riveted together in the manner above stated.
. Still another mode of eniting the segments of columns is to chamfer the abutting edges of the segments, and rive t'them together, as shown in fig 4. In fig. 6 is exhibited another mode of uniting together opposite segments of the column by rivets, wherein the edges at both ends of the segments are halved into each other. In fig. 7 is shown the mode of riveting the segments of an octagonal'column.
In order to rivet these segments together, holes are properly punched or drilled along the edges of the segments, and thesegments being temporarily attached or held together in shape by clamps, a former, "havinga cup or mold, is placed inside the clamped column, so that the cup or mold of the said former will be directly beneath the punched holes. Rivets (heated only at their points) are then inserted in the holes, and, by blows or pressure upon the cold heads outside, are driven in until the heated metal of the point upsets itself into the cup of the former inside of the column; or pieces of heated iron can be inserted in the holes and heads formed upon each end of them by two formers-one inside and the other outside of the column-caused to approach each other at a proper speed, under pressure or impact.
These methods of riveting render it practicable to construct columns with internal and external heads to the rivets,'this dilficulty of riveting having heretofore prevented the construction of rolled meta columns, except where much of the metal was wasted in making flangesto pass rivets through; and it is well known that the strength of a column increases in proportion as it approaches a true circle with all its metal.
Having described my invention,
What I claim, and desire to secure by Letters Patent, is-- As a new manufacture, a rolled iron or steel column for compression or tension members of bridges, piers, and other structures, made substantially in the manner herein shown and described,
FREDERICK H.. SMITH.
Witnesses:
HAMILTON Wrnnms, O. L. FISHER.
US103380D Improvement in rolled iron or steel columns Expired - Lifetime US103380A (en)

Publications (1)

Publication Number Publication Date
US103380A true US103380A (en) 1870-05-24

Family

ID=2172865

Family Applications (1)

Application Number Title Priority Date Filing Date
US103380D Expired - Lifetime US103380A (en) Improvement in rolled iron or steel columns

Country Status (1)

Country Link
US (1) US103380A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070044860A1 (en) * 2005-08-24 2007-03-01 Davor Kriz Inner casing of a rotating thermal machine
US20100237221A1 (en) * 2009-03-17 2010-09-23 Armin Busekros Support for a turbine

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070044860A1 (en) * 2005-08-24 2007-03-01 Davor Kriz Inner casing of a rotating thermal machine
US7681601B2 (en) * 2005-08-24 2010-03-23 Alstom Technology Ltd. Inner casing of a rotating thermal machine
US20100237221A1 (en) * 2009-03-17 2010-09-23 Armin Busekros Support for a turbine
US8292252B2 (en) 2009-03-17 2012-10-23 Alstom Technology Ltd. Support for a turbine

Similar Documents

Publication Publication Date Title
US3082850A (en) Structural panel
US3083794A (en) Joined sheet metal structures
US183160A (en) Improvement in composite metallic girders
US1911413A (en) Metallic column and girder
US7175369B2 (en) Grooved sheet pile and method for production thereof
US556819A (en) Sheet-metal tube
US2296336A (en) Splice for structural shapes
US103380A (en) Improvement in rolled iron or steel columns
US2375116A (en) Riveted construction
US1037099A (en) Process of making shapes for columns and the like.
US1100742A (en) Concrete-reinforcing bar.
US433882A (en) Thomas c
US1923008A (en) Tunnel liner
US1744600A (en) Beam and column connection
US2247330A (en) Joint for combination wood and metal structures
US782495A (en) Metal column.
US436525A (en) Roller for feed-tables
US1178398A (en) Barrel-hoop.
US2439616A (en) Conductor pipe hook
US1923007A (en) Tunnel liner
US114705A (en) Improvement in wrought-iron and steel columns
US655457A (en) Art of forming composite metal structures.
US1980963A (en) Tunnel liner
US531411A (en) Calking-tool
US750732A (en) A corpo