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US26583A - Self-ad justing counter-brace foe - Google Patents

Self-ad justing counter-brace foe Download PDF

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US26583A
US26583A US26583DA US26583A US 26583 A US26583 A US 26583A US 26583D A US26583D A US 26583DA US 26583 A US26583 A US 26583A
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brace
counter
self
justing
foe
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    • 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

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  • niy invention consists in applying a cast iron socket at the top of each counter brace in a truss bridge in such a manner as to lift it up, and also providing the bottoni of the brace with a cast iron heel and key, which latter slips forward and under when the counter brace is drawn up.

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Piles And Underground Anchors (AREA)

Description

UNITED sTATEs PATENT OFFICE. i
JOHN GRAY, OF NASHVILLE, TENNESSEE.
SELF-ADJUSTNG- COUNTER-BRACE FOR TRUSS-BRIDGES.;
Specification of Letters Patent No. 26,583, dated-December 27', 1859.
To all whom it may concern:
Be it known that I, JOHN GRAY, of Nash` ville, in the county of Davidson, in the State of Tennessee, have invented a new and Iniproved Mode of Adjusting Counter-Braces in TrusseBridges; and I do hereby declare that the following is a full and exact description thereof, reference being had to the accompanying drawings, and to the letters of reference marked thereon.
The nature of niy invention consists in applying a cast iron socket at the top of each counter brace in a truss bridge in such a manner as to lift it up, and also providing the bottoni of the brace with a cast iron heel and key, which latter slips forward and under when the counter brace is drawn up.
To enable others skilled in the art tomake und use my invention `I will proceed to decounter scribe its construction and operation.
I construct my truss in the` ordinary Way with top and bottoni chords; upright or radiating posts and truss braces and counter braces. To prevent the counter braces from becoming loose and to increase tightness when the bridge is put into use I spike the iron socket, F ig. l, to the under side of the top chord and to the posts, making it exactly fit the angle formed by the two latter, as shown by the letters af" e a. I then lit and insert the end of the counter brace, and then through the holes a a in the sides of the socket, Fig. l, I drive two spikes into the brace. These hold the counter brace up firmly in position. Then I set under the end and on top ofthebottom chord, as shown at front` view, Fig.l2,`the cast iron heel against the posts.
In Fig. 2 back .'ewPBfCis the inclined surface upon which the` adjusting ,key,is1140 placed and slides.` `When. the heel,` Fig. 2,11., is set under the brace itleaves a` space they` size and 'shape of the key... :This key `and; the surface B C at Fig.` `2 are made smoothso y, that when the counter brace is liftedupfthe 145 1 key slides under and lillsthe space `justi as f l much as it is increased by lifting the brace."` To hold the counter brace in its proper poy i sition at the bottom I have side flanges c c" .p in Fig. 2 cast on theheelg These keep the key, as well as brace, in its proper positionf: When one end or portion cfa bridge near" the end is depressed by a weight andthe similar portion of the `other end is corre-3F33 g spondingly elevated the counter braces `are` drawn up and the key being relieved it slips under and fills up `theincreased spaceand holds the brace tight whenthe bridge cornes to repose again. kf What I claim as my invention, and desire to secure by Letters Patent, isf-` y ,i y b ,l The applicationto counter braces in truss IK C bridges of a socket at the top; aheel and key s at the bottoinbywhich the counter braces in truss bridges `are made selfftighteningand adjusting as herein described. b f 1 JOI-IN GRAYL" p I/Vitnesses: p ISAAC LITTEN,
SAML. SENY.` i
US26583D Self-ad justing counter-brace foe Expired - Lifetime US26583A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4646379A (en) * 1985-12-27 1987-03-03 Figg And Muller Engineers, Inc. Concrete deck truss bridge and method of construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4646379A (en) * 1985-12-27 1987-03-03 Figg And Muller Engineers, Inc. Concrete deck truss bridge and method of construction

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