US22106A - Truss-bridge - Google Patents

Truss-bridge Download PDF

Info

Publication number
US22106A
US22106A US22106DA US22106A US 22106 A US22106 A US 22106A US 22106D A US22106D A US 22106DA US 22106 A US22106 A US 22106A
Authority
US
United States
Prior art keywords
truss
springs
bridge
iron
frames
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 US22106A publication Critical patent/US22106A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D15/00Movable or portable bridges; Floating bridges
    • E01D15/12Portable or sectional bridges
    • E01D15/133Portable or sectional bridges built-up from readily separable standardised sections or elements, e.g. Bailey bridges

Definitions

  • My invention consists in the application of springs to the bearings of either the posts, main braces, counter braces, iron rods of all descriptions, or to any compressed joint in trusses constructed, either of wood, iron, or wood and iron combined.
  • the most convenient and available material for these springs is india rubber.
  • the shape most generally required is the same as that of the ordinary india rubber car-springs of the market; that is, short solid cylinders, with holes through their centers, as represented by Figure 4. This is the shape most suitable for iron rods.
  • Those for other compressed joints may be of a size and shape to suit the particular size and shape of the adjacent surfaces.
  • the place of application of these springs in ordinary wood and iron truss-frames is most convenient, as represented by the drawings; that is, generally under the washers of the iron rods, as S. S. S. Figs. l, 2 and 3.
  • Panels l and 2, of Fig. l represent a side vie-w of a Pratt truss-frame, and panels 3 and 4 the same of a Howe truss.
  • Fig. 9. represents a truss beam.
  • Fig. 3 represents an arch combined with a truss frame, in which the diierent panels show some of the various different modes in use of arranging the diagonal supports.
  • S. S. S. are the points whe-re I think the springs may generally be most economically applied.
  • E. E. E. are points where the springs might be applied with similar effects.
  • the application at one point in the panel is considered to be generally suliicient. It may, however, be sometimes desirable to apply it at several.
  • the truss-frame is rendered more elastic, and therefore less liable to be broken by al sudden strain, such as would be caused by the impact of a falling body.
  • the durability of trussed bridges and other trussed structures is increased, by lessening the effects of the constant jar and violent concussions to which they are eX- posed. This is true of trusses made of any kind of material, as all wood, all iron, or both combined.
  • the springs of themselves serve as dynamometers, by which the strains upon different parts of a truss can be more accurately ascertained and more correctly proportioned. This is especially desirable when two systems are combined, as an arch and truss frame.
  • Fig. 3 shows an instance of this.
  • the springs show when the strain produced by a counter-rod or brace upon a main rod or brace is equivalent to a given load, thus making it practicable so to load any trussed structure, by means of counters, that it shall remain inflexible under the maximum load admissible thereon. They enable this desirable quality in trusses to be gained, with greater safety than it is now done.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

'UNITED STATES PATENT OFFICE.
JOHN C. BRIGGS, OF CONCORD, NEW HAMPSHIRE.
TRUSS-BRIDGE.
Specification of Letters Patent No. 22,106, dated November 23, 1858..
To all whom t may concern:
Be it known that I, JOHN C. Braces, of Concord, in the county of Merrimack and State of New Hampshire, have invented a new and Improved ode of Giving Elasticity to the Compressed Joints of Truss- Frames; and I do hereby declare that the following is a full and exact description thereof, reference being had to the accompanying drawings and the letters of reference marked thereon.
My invention consists in the application of springs to the bearings of either the posts, main braces, counter braces, iron rods of all descriptions, or to any compressed joint in trusses constructed, either of wood, iron, or wood and iron combined. The most convenient and available material for these springs is india rubber. The shape most generally required is the same as that of the ordinary india rubber car-springs of the market; that is, short solid cylinders, with holes through their centers, as represented by Figure 4. This is the shape most suitable for iron rods. Those for other compressed joints may be of a size and shape to suit the particular size and shape of the adjacent surfaces. The place of application of these springs in ordinary wood and iron truss-frames is most convenient, as represented by the drawings; that is, generally under the washers of the iron rods, as S. S. S. Figs. l, 2 and 3.
Panels l and 2, of Fig. l, represent a side vie-w of a Pratt truss-frame, and panels 3 and 4 the same of a Howe truss. Fig. 9. represents a truss beam. Fig. 3 represents an arch combined with a truss frame, in which the diierent panels show some of the various different modes in use of arranging the diagonal supports.
S. S. S. are the points whe-re I think the springs may generally be most economically applied. E. E. E. are points where the springs might be applied with similar effects. The application at one point in the panel is considered to be generally suliicient. It may, however, be sometimes desirable to apply it at several.
I have intended to represent by the drawing, the leading features of all the truss frames in use, and thus to show the applicability of my invention to all truss frames. There result from its use the following advantages:
l. The truss-frame is rendered more elastic, and therefore less liable to be broken by al sudden strain, such as would be caused by the impact of a falling body. For the same reason the durability of trussed bridges and other trussed structures is increased, by lessening the effects of the constant jar and violent concussions to which they are eX- posed. This is true of trusses made of any kind of material, as all wood, all iron, or both combined.
2. The springs of themselves (by having them previously tested and gaged) serve as dynamometers, by which the strains upon different parts of a truss can be more accurately ascertained and more correctly proportioned. This is especially desirable when two systems are combined, as an arch and truss frame. Fig. 3 shows an instance of this.
3. Unequal contraction and expansion of different parts of the same truss, from change of temperature, can take place without doing violence to each other, or making loose joints. The thickness of the springs should be such as to give suliicient elasticity for this purpose.
4. The springs show when the strain produced by a counter-rod or brace upon a main rod or brace is equivalent to a given load, thus making it practicable so to load any trussed structure, by means of counters, that it shall remain inflexible under the maximum load admissible thereon. They enable this desirable quality in trusses to be gained, with greater safety than it is now done.
lV hat I claim as my invention, and desire to secure by Letters Patent, is-
The application of india rubber, or equivalent springs, to the compressed joints of truss frames and truss beams, substantially in the manner and for the purposes described above.
JOHN C. BRIGGS. lVitnesses P. S. CHANDLER, JOHN A Bor'r.
US22106D Truss-bridge Expired - Lifetime US22106A (en)

Publications (1)

Publication Number Publication Date
US22106A true US22106A (en) 1858-11-23

Family

ID=2088392

Family Applications (1)

Application Number Title Priority Date Filing Date
US22106D Expired - Lifetime US22106A (en) Truss-bridge

Country Status (1)

Country Link
US (1) US22106A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070265273A1 (en) * 2003-10-02 2007-11-15 Bernat Vidal Juan Pyrimidin-2-Amine Derivatives and Their Use as A2b Adenosine Receptor Antagonists

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070265273A1 (en) * 2003-10-02 2007-11-15 Bernat Vidal Juan Pyrimidin-2-Amine Derivatives and Their Use as A2b Adenosine Receptor Antagonists

Similar Documents

Publication Publication Date Title
Nakashima et al. Energy dissipation behaviour of shear panels made of low yield steel
Peterson Wood beams prestressed with bonded tension elements
Fairbairn VIII. Experiments to determine the effect of impact, vibratory action, and long-continued changes of load on wrought-iron girders
US22106A (en) Truss-bridge
McMullen et al. The torsional strength of rectangular reinforced concrete beams subjected to combined loading
US2668444A (en) Stress determining instrument
Wisnewski et al. Experimental determination of the fatigue behavior of dowel strips in ortho‐composite slabs for road bridges
US25852A (en) Tubttlak costhectiobr of bridces
US26512A (en) Platform-scale
USRE739E (en) Improvement in bridges
Pérez et al. Calibration of the response reduction factors used in Ecuador for steel SMRF
US14313A (en) Girder foe bridges
US16446A (en) Bridge
US16728A (en) Bridge-truss
Bohannan et al. Fatigue strength of finger joints
US94529A (en) Improved bridge
US28240A (en) John w
US6230A (en) Elliptical of oval truss-frame for bridgkes
US14314A (en) Arched trussed bridge
US393433A (en) Truss-bridge connection
US24323A (en) Truss for roofs
US26019A (en) Kailkoad-car speietg
US20414A (en) Bridge
Glucklich Static fatigue in concrete
US621469A (en) Ciiauncey n