US1632014A

US1632014A - Truss for bridges and the like

Info

Publication number: US1632014A
Application number: US709203A
Authority: US
Inventors: Claude A P Turner
Original assignee: Individual
Current assignee: Individual
Priority date: 1924-04-26
Filing date: 1924-04-26
Publication date: 1927-06-14
Anticipated expiration: 1944-06-14

Description

Jun 14 1927.- v e c. A. P. TURNER TRUSS FOR BRIDGES AND THE LIKE Filed April 26. 1924 Secf/orr CC um/M 01; V

Sec/ion Z) b 1'70. 4

after/i1,

' "lvvcweoowc' W GJXW Patented June 14, 1927.

I ED ES PATENT. OFFICE.

CLAUDE A. P. TURNER, OF MINNEAPOLIS, MINNESOTA, ASSIGNOR TO WILLIAM TURNER.

TBUSS FOR BRIDGES AND THE LIKE.

Application filed April 26, 1924. Serial No. 709,203.

The object of my invention is so to construct trusses and in particular the structural members or elements thereof as to diminish the cost of shop work, facilitate making connections at the joints of the frame and obviate buckling and twisting tendencies. My invention consists in whatever is described by or is included within the terms or scope of the appended claims.

I illustrate my invention as embodied in a bridge truss which is one exemplification thereof. In the drawings:

Fig. 1 is a side elevation of a truss shown diagrammatically Fig. 2 is a cross section on the line aa of Fig. 1;

Fig. 3 is a longitudinal section onthe line cc of Fig. 2;

Fig. 4 is a cross section on the line bb of Fig. 1.

The main compression members, such as the end posts and the top chords of thetruss shown in Fig. l are tubular and are octagonal in cross-section, and are built up structures whose eight sides are composed of longitudinally extending, similar flat staves or plates connected together at the corners or angles by 135 degree angles 2 on the outer side, and, 3, on the inside, the plates and angles beino riveted together. At suitable intervals along its length the octagonal box section or member, thus formed is stiffened by annular or ring-form frames F whose peripheries are octagonal and are of a diameter to fit the interior surfaces of the box and which are riveted thereto. These internal stiffening members or frames are preferably made of cast steel. 4

An excellent way to manufacture these octagonal box sections is to drill just enough holes in. the plates 1 and the

angles

2 and 3 to rivet the same to the internal frames F, so that the whole section can then be placed under the drill press for drilling holes for rivets at points between the frame members F, the section being rolled or turned over as the drilling proceeds to present different portions of the periphery in successionto the drills.

As a result of my built-up octagonal member, I secure a most economical distribution of the metal; the avoidance of projecting rib formation at the apices or angles and greater ability to resist buckling. The bottom section of the truss shown in Fig. 1 is, as clearly shown in Fig. 4:, composed of two parallel beam shapes 4 each of which is of peculiar construction in that in its lower part it has a cross section of an I-beam and in the upper section the cross section of a channel. This section besides being advantageous of use as a tension member, as in Fig. 1, may

also be used assmall compression members. It can readily be connected with the truss,

as in Fig. 1, and is a more economical construction than the customary one that is formed by riveting six angles to the web. The beams 4 are rolled shapes. They are connected at'top and bottom by plates or straps 5.

What I claimis:

1. A truss having a compression member of polygonal cross section, the flat sides of the polygon being formed of longitudinally extending plates, angles that join such plates at their edges and internalbraces secured to the compression member at inter vals, the exteriorof such member being free from outwardly projecting flanges.

2. A truss having a compression member of octagonal cross section the flat sides of the octagon being formed of longitudinally extending plates, angles that join such plates at their edges, and internal braces secured to the com ression member at intervals, the exterior 0 such member being free from outwardly projecting flanges.

3. A structural member having a compression member of a cross section with more than four flat sides formed of longitudinally extending plates, angles that join such plates at their edges and internal, spaced braces that maintain such cross section.

4. A structural member having a compression member of octagonal cross section the flat sides of the octagon being formed of Iongitudinally extending plates, angles that join such plates at their edges, and means to maintain such cross section. 10

In testimony whereof I hereunto aflix my signature.

CLAUDE A. P. TURNER.