US152793A - Improvement in joint-connections for top chords of iron bridges - Google Patents
Improvement in joint-connections for top chords of iron bridges Download PDFInfo
- Publication number
- US152793A US152793A US152793DA US152793A US 152793 A US152793 A US 152793A US 152793D A US152793D A US 152793DA US 152793 A US152793 A US 152793A
- Authority
- US
- United States
- Prior art keywords
- joint
- connections
- iron
- improvement
- top chords
- 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 Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title description 8
- 229910052742 iron Inorganic materials 0.000 title description 8
- 229910000754 Wrought iron Inorganic materials 0.000 description 10
- CWYNVVGOOAEACU-UHFFFAOYSA-N fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 10
- 229910001018 Cast iron Inorganic materials 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 230000000875 corresponding Effects 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
- E01D15/12—Portable or sectional bridges
- E01D15/133—Portable or sectional bridges built-up from readily separable standardised sections or elements, e.g. Bailey bridges
Definitions
- Figure 1 is a perspective view of the topchord connection or joint according to our invention.
- Fig. 2 is an isometrical View of the connecting piece used for connecting the chords.
- Fig. 3 is an elevation of a section of the chord, showing the connection.
- the nature of this invention relates to an improved method of connecting the top chords of iron bridges.
- the invention consists of a peeuliarly-constructed j oint-piece for wroughtiron top chords in bridges having What are known as pin-connections, the joint-piece bein g made either of cast-iron or wroughtiron.
- a A are channel-bars, which form with plates B B panel-sections of the top chords in iron-bridge trusses.
- O is the joint connectiirg piece, which is made either of cast-iron, as shown in Fig. 1, or of wrought-iron, as shown by Fig. 2.
- D is a plate, to which the top lateral strut F is to be riveted, and which covers the joint of the top plates B B, and is'bolted to top-chord sections at g.
- the pin E to which the ties J and post K of the truss are to be coupled, passes through the two jointpieces (3, each joint as shown by Fig. 1.
- the pin E to which the ties J and post K of the truss are to be coupled, passes through the two jointpieces (3, each joint as shown by Fig. 1.
- the pin E to which the ties J and post K of the truss are to be coupled, passes through the two jointpieces (3, each joint as shown by Fig
- channel-bars A A of the top-chord sections abut against the front pieces 0, and are bolted to the flanges of the same.
- the top-plates B of the chords are to be spliced over the center of the pin E, and abut against each other.
- top-chord connection over others known and in use consists in simplicity and cheapness of construction, and in being adapted for the construction of the top chords entirely of Wrought-iron without necessitating any riveting at the place of erection; it further has the advantage of enabling the connection of ties and posts with the pin, being made independent of the top chords and the chord-sections being put on afterward, which expedites and cheapens the labor of the erection of the structure.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
r w. G. cooun'at & E. HEMBERLE. Jui nt Connections for Tap No. 152,793.
-Chords of Iron Bridges..
P'atevn-ted July 7,4874
M. R m w ATTORNEYS.
THE GRAPHIC CO. FHOT0'LlTH-39& 4| PARK PLACE; N-Y- UNITED STATES PATENT QFFIGE.
\VALTER Gr. GOOLIDGE AND EDIVARD HEMBERLE, OF CHICAGO, ILLINOIS.
IMPROVEMENT 'IN JOINT-CONNECTIONS FOR TOP CHORDS OF IRON BRIDGES.
Specification forming part of Letters Patent No. 152,793., dated July 7, 1874; application filed March 21, 1874.
CASE A.
To all whom it may concern:
- Beit known that we,WALTER G. OooLtnoE and EDWARD HEMBERLE, of Chicago, in the county of Cook and State of Illinois, have invented a new and useful Improvement in Top Chords of Bridges and other structures, of which the following is a specification:
Figure 1 is a perspective view of the topchord connection or joint according to our invention. Fig. 2 is an isometrical View of the connecting piece used for connecting the chords. Fig. 3 is an elevation of a section of the chord, showing the connection.
Similar letters of reference indicate corresponding parts.
The nature of this invention relates to an improved method of connecting the top chords of iron bridges. The invention consists of a peeuliarly-constructed j oint-piece for wroughtiron top chords in bridges having What are known as pin-connections, the joint-piece bein g made either of cast-iron or wroughtiron.
A A are channel-bars, which form with plates B B panel-sections of the top chords in iron-bridge trusses. O is the joint connectiirg piece, which is made either of cast-iron, as shown in Fig. 1, or of wrought-iron, as shown by Fig. 2. D is a plate, to which the top lateral strut F is to be riveted, and which covers the joint of the top plates B B, and is'bolted to top-chord sections at g. The pin E, to which the ties J and post K of the truss are to be coupled, passes through the two jointpieces (3, each joint as shown by Fig. 1. The
channel-bars A A of the top-chord sections abut against the front pieces 0, and are bolted to the flanges of the same. The top-plates B of the chords are to be spliced over the center of the pin E, and abut against each other.
The advantage of our top-chord connection over others known and in use consists in simplicity and cheapness of construction, and in being adapted for the construction of the top chords entirely of Wrought-iron without necessitating any riveting at the place of erection; it further has the advantage of enabling the connection of ties and posts with the pin, being made independent of the top chords and the chord-sections being put on afterward, which expedites and cheapens the labor of the erection of the structure.
Having thus described our invention, we claim as new and desire to secure by Letters Patent-- 1. The joint-piece 0, made of cast-iron or wrought-iron, in combination with channelbars A to connect top chords of bridges, roofs, and other structures having pin-connections, as shown and set forth.
2. The cross-plate D, top-plates B, channelplates A, connecting-pieces (J, and pin E, combined and arrangedsubstantially as specified.
WALTER Gr. OOOLID GE. EDWARD HEMBERLE.
Witnesses:
LUKE D. PHILLIPs, C. R. SCHINGLAIR.
Publications (1)
Publication Number | Publication Date |
---|---|
US152793A true US152793A (en) | 1874-07-07 |
Family
ID=2222204
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US152793D Expired - Lifetime US152793A (en) | Improvement in joint-connections for top chords of iron bridges |
Country Status (1)
Country | Link |
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US (1) | US152793A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3432128A (en) * | 1967-04-13 | 1969-03-11 | Walter J Elleboudt | Channel assembly for flexible tubing,conductors,and the like |
-
0
- US US152793D patent/US152793A/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3432128A (en) * | 1967-04-13 | 1969-03-11 | Walter J Elleboudt | Channel assembly for flexible tubing,conductors,and the like |
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