US120319A - Improvement in bridges - Google Patents
Improvement in bridges Download PDFInfo
- Publication number
- US120319A US120319A US120319DA US120319A US 120319 A US120319 A US 120319A US 120319D A US120319D A US 120319DA US 120319 A US120319 A US 120319A
- Authority
- US
- United States
- Prior art keywords
- rods
- bridges
- parts
- arch
- improvement
- 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
- 230000001808 coupling Effects 0.000 description 8
- 235000020030 perry Nutrition 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- Our invention relates to bow-string bridges in which the arch-rods are composed of sections which abut against each other in the direction of their length; and the said invention consists in utilizin g the clamps by which the said arched rods are connected to the brace-rods, so as to form the couplings and seats for the adjacent ends of the arch-rods, and thereby dispense with separate or telescopic couplings for that purpose.
- Figure 1 is a side elevation of our improved bridge-arch.
- Fig. 2 is a longitudinal vertical section of the same.
- Fig. 3 is a vertical crosssection of the same 5 and Fig. 4, a detached view of one ofthe shoes.
- a in the drawing represents the shoes of an arch, connected to each other by means of horizontal supporting-rods B. which pass through the shoes at each end of the arch, and are held by 'screw-nuts or in any other suitable manner.
- the arch proper is formed by sections of rods C starting from the shoes A, in which they have' suitable bearings formed by openings a in the inclined face a of the shoes. These sections C abut against each other and are firmly held between clamps formed in three parts-upper parts D, intermediate parts E, and lower ones F-the intermediate ones being used only when we form the arch of a double set of sections C, one above the other.
- the number of the lower clamps may be less than that ot' the upper ones, and two or more tension-rods, G H, may connect one lower clamp with several upper ones, as clearly shown in the drawing.
- the arch-rod sections (l need not touch each other in thc upper clamps, but a small space may be lelt between them, so as to allow for a lengthwise expansion or contraction caused by the changes ot' the atmosphere, or for alengthwise movement caused by the depression of the arch through a severe strain.
- the rods C may be hollow or solid, and if hollow may be filled with water, sand, or any other suitable substance to prevent their collapsing.
- Abridge constructed according to our improvement is as strong' as any other bridge, while it is much more elastic in resisting strain. It can be easily manufactured, and by reason of its being constructed in comparatively small parts can be easily packed and sent to its destination, for the sections oi' rods C, being ofirregular len gth, allow of its bein g made shorter or longer to correspond to the rods B by using shorter or longer sections.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Pencils And Projecting And Retracting Systems Therefor, And Multi-System Writing Instruments (AREA)
Description
GLM/ER HN. PERRY & wlLLlAM H. ALLEN'.
Improvement in Bridges.
No. 120,319. Padtentedom. 24,1871.
. ,m Mara-umop/ww/r ca ux/ 09am/rk mamar.)
UNITED STATES rrroE.
PATEN OLIVER H. PERRY AND WILLIAM H. ALLEN, OF BELOIT, VISGONSIN.
IMPROVEMENT IN BRIDGES.
Specication forming part of Letters Patent No. 120,319, dated October 24, 1871.
To all whom it may concern:
Be it known that we, OLIVER H. PERRY and WILLIAM H. ALLEN, both of Beloit, Rock county, in the State of Wisconsin, have invented a new and useful Improvement in Bridges, of which the following is a specification:
Our invention relates to bow-string bridges in which the arch-rods are composed of sections which abut against each other in the direction of their length; and the said invention consists in utilizin g the clamps by which the said arched rods are connected to the brace-rods, so as to form the couplings and seats for the adjacent ends of the arch-rods, and thereby dispense with separate or telescopic couplings for that purpose.
In the drawing, Figure 1 is a side elevation of our improved bridge-arch. Fig. 2 is a longitudinal vertical section of the same. Fig. 3 is a vertical crosssection of the same 5 and Fig. 4, a detached view of one ofthe shoes.
A in the drawing represents the shoes of an arch, connected to each other by means of horizontal supporting-rods B. which pass through the shoes at each end of the arch, and are held by 'screw-nuts or in any other suitable manner. The arch proper is formed by sections of rods C starting from the shoes A, in which they have' suitable bearings formed by openings a in the inclined face a of the shoes. These sections C abut against each other and are firmly held between clamps formed in three parts-upper parts D, intermediate parts E, and lower ones F-the intermediate ones being used only when we form the arch of a double set of sections C, one above the other. These parts D E F are provided on their proper faces with semicircular groovesthe grooves of each two contiguous parts forming one complete bearing for the rods of that section C. These parts D E F are firmly held to each other and in place by means of tension-rods G H, which pass through these parts and are provided With screw-threads and nuts g h above and below these parts. These tension-rods extend downwardly, the rods G vertically, and the rods H diagonally, and pass through parts I and J of clamps similar to the parts D F of the archclamps, and, like those, provided with grooves, in which the rods B are held; and these tensionrods are also held in these lower clamps I J by means of nuts c' j. The number of the lower clamps may be less than that ot' the upper ones, and two or more tension-rods, G H, may connect one lower clamp with several upper ones, as clearly shown in the drawing. The arch-rod sections (l need not touch each other in thc upper clamps, but a small space may be lelt between them, so as to allow for a lengthwise expansion or contraction caused by the changes ot' the atmosphere, or for alengthwise movement caused by the depression of the arch through a severe strain. The rods C may be hollow or solid, and if hollow may be filled with water, sand, or any other suitable substance to prevent their collapsing.
Abridge constructed according to our improvement is as strong' as any other bridge, while it is much more elastic in resisting strain. It can be easily manufactured, and by reason of its being constructed in comparatively small parts can be easily packed and sent to its destination, for the sections oi' rods C, being ofirregular len gth, allow of its bein g made shorter or longer to correspond to the rods B by using shorter or longer sections.
Ve are aware that bridge-girders have been made of hollow chordsin sections,so as to telescope with each other, and that the hollow chords have been supported by braces passing through them and saddles, the embracing saddles serving only to prevent the hollow chords from being crushed by the screw-nuts of the brace-rods and we do not claim saddles when applied to protect hollow beams, nor making the chords of bridges in sec tions.
Having described our invention, what we claim 1s The coupling clampingseats D, E, and F, arranged to receive and support the adjacent ends of the arched rods G, and form a connection for the brace-rods, thus dispensing with separate or tubular couplings for this purpose, as shown and described. Y
OLIVER H. PERRY. WILLIAM H.A ALLEN.
Witnesses:
R. TATTERsHALL,
Publications (1)
Publication Number | Publication Date |
---|---|
US120319A true US120319A (en) | 1871-10-24 |
Family
ID=2189766
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US120319D Expired - Lifetime US120319A (en) | Improvement in bridges |
Country Status (1)
Country | Link |
---|---|
US (1) | US120319A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5335386A (en) * | 1993-04-08 | 1994-08-09 | Newell Donald J | Bridge structure |
US20090262710A1 (en) * | 2006-09-01 | 2009-10-22 | Panasonic Corporation | Radio communication method and radio communication device |
-
0
- US US120319D patent/US120319A/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5335386A (en) * | 1993-04-08 | 1994-08-09 | Newell Donald J | Bridge structure |
US20090262710A1 (en) * | 2006-09-01 | 2009-10-22 | Panasonic Corporation | Radio communication method and radio communication device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US120319A (en) | Improvement in bridges | |
US108663A (en) | Improvement in tubular bridges | |
US762632A (en) | Truss-bridge. | |
US391463A (en) | Arch bridge | |
US1344646A (en) | Bridge-reinforcement | |
US4004A (en) | Wooden bbidge | |
US97714A (en) | Improved bridge | |
US146397A (en) | Improvement in bridges | |
US106760A (en) | Improvement in truss-bridge | |
US595906A (en) | Bridge | |
US142378A (en) | Improvement in bridges | |
US677090A (en) | Triangular pole. | |
US97975A (en) | Improvement in construction of bridges | |
USRE4093E (en) | Improvement in bridges | |
US104439A (en) | Improvement in apparatus for towing canaii-boats | |
US104867A (en) | Improvement in bridges | |
US121556A (en) | Improvement in bridges | |
US107576A (en) | Improvement in bridges | |
US99597A (en) | Improved suspension-bridge | |
US56043A (en) | Improvement in bridges | |
US8624A (en) | Wendel bollman | |
US84288A (en) | Improvement in bridges | |
US63901A (en) | Improvement in beidges | |
US120282A (en) | Improvement in bridges | |
US150327A (en) | Improvement in bridges |