US103380A - Improvement in rolled iron or steel columns - Google Patents
Improvement in rolled iron or steel columns Download PDFInfo
- 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
Links
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title description 20
- 229910000831 Steel Inorganic materials 0.000 title description 10
- 229910052742 iron Inorganic materials 0.000 title description 10
- 239000010959 steel Substances 0.000 title description 10
- 210000001513 Elbow Anatomy 0.000 description 12
- 239000002184 metal Substances 0.000 description 8
- 229910052751 metal Inorganic materials 0.000 description 8
- 238000010276 construction Methods 0.000 description 6
- 238000007906 compression Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 210000000088 Lip Anatomy 0.000 description 2
- 241000233805 Phoenix Species 0.000 description 2
- 229910000754 Wrought iron Inorganic materials 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000052 comparative effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- CWYNVVGOOAEACU-UHFFFAOYSA-N fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 2
- 238000005755 formation reaction Methods 0.000 description 2
- 150000002500 ions Chemical class 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining 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
- E01F5/005—Culverts ; 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.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Insertion Pins And Rivets (AREA)
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.
Publications (1)
Publication Number | Publication Date |
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US103380A true US103380A (en) | 1870-05-24 |
Family
ID=2172865
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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US103380D Expired - Lifetime US103380A (en) | Improvement in rolled iron or steel columns |
Country Status (1)
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US (1) | US103380A (en) |
Cited By (2)
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 |
-
0
- US US103380D patent/US103380A/en not_active Expired - Lifetime
Cited By (4)
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 |
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