US1417929A - Truss - Google Patents

Truss Download PDF

Info

Publication number
US1417929A
US1417929A US325243A US32524319A US1417929A US 1417929 A US1417929 A US 1417929A US 325243 A US325243 A US 325243A US 32524319 A US32524319 A US 32524319A US 1417929 A US1417929 A US 1417929A
Authority
US
United States
Prior art keywords
truss
stanchions
chord
chords
struts
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
US325243A
Inventor
John C Mckeown
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to US325243A priority Critical patent/US1417929A/en
Application granted granted Critical
Publication of US1417929A publication Critical patent/US1417929A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/38Arched girders or portal frames
    • E04C3/42Arched girders or portal frames of wood, e.g. units for rafter roofs

Definitions

  • Truss of which the following is a specification.
  • This invention relates to trusses and relates particularly to trisses comprising a continuous, bowed upper chord and a lower chord, both built up from timbers forming different layers, said chords being connected by suitable bracing.
  • the object of the invention is to provide a truss of this type which will. combine the features of adequate strength, simplicity of construction and economy of manufacture.
  • my improved truss comprises the various A features, combination of features and details of construction hereinafter described and claimed.
  • Figure 1 is a side view of a truss embodyine' mv invention
  • Figure 2 is an enlarged sectional vie w thereof on the line 2-2 of Fig. 1;
  • Figure 2-3 is an enlarged. sectional view thereof on the line 3-3 of Fig. 2.
  • 1 designates the bowed top chord of the truss and 2 the bottom chord thereof, both of which are built up from continuous layers of plank or other timbers rigidly connected together to form unitary structrnfes.
  • chords of my improved truss are not material and both of said chords may be of any desired or approved construction. Desirable forms of chords are those shown and fully described in my co-pending application for improvements in trusses, filed in the Patent ()tlice on or about September 15, 1919, Serial No. 323,831, to which reference is made for a detailed description thereof.
  • top chord 1 The ends of the top chord 1 are rigidly connected to the bottom chord 2, preferably by means of stj'aps 3 secured to said bottom chord, and extend around the ends of said top chord 1, said top chord being provided with shoulders at its ends which abut against the intermediate sections of said straps 8.
  • chords 1 and 2 are rigidly connected at intervals throughout their length by means of tie rods land are held in desired spaced relation by means of struts or stanchions 5 inserted between the adjacent sides of said chords, the tie rods 4 preferably extending through holes formed lengthwise through said struts or stanchions.
  • the struts or stanchions 5 preferably consist of two longitudinal sections designated 5 and 5, the holes through said stanchions which receive the tierods 4- being formed by grooves 6 formed in the face of the thicker stanchion member 5 which contacts with the strut or stanchion member 5 the difference in the thickness of said members 5 and 5 being substantially equal to the depth of the grooves 6, whereby said grooves will be formed entirely in the thicker sections of said struts or stanchions.
  • the sections of said struts or stanchions are rigidly connected by bolts or other suitable means inserted therethrough at desired intervals. and the ends of said struts or stanchions are confined in recesses 7 formed transversely in the adjacent sides of the top and bottom chords 1 and 2.
  • the heads of the rods 4: and the nuts threaded therethrough preferably bear against washers or plates 8 inserted over said rods and adapted to bear directly against the outer sides of the top and bottom chords, said. plates or washers 8 on the upper chord at opposite sides of the center being thickened at their outer edges to provide a. flat bearing for the heads of said tie rods, 01' the nuts threaded thereto, as the -ase may be.
  • a particular advantage of the truss of the present application is that the tension rods 4, being encased within the struts or stanchions 5. will be protected thereby in case of fire and thus will not be heated to a degree which will weaken them-at least not in the initial stages of the fire.
  • a further advantage of my improved truss is that, owing to the relatively large unobstructed spaces'between the struts or stanchions 5, trusses of this particular type admit of ornamentation by means of grilles or scroll work inserted in the open spaces of said trusses, which renders them particularly desirable for church Work and the like Where ornamental effects are desired.
  • a truss the combination of a bowed top chord and a bottom chord, means for rigidly connecting the ends of the top chord to the bottomchord, and bracing forsaid truss comprising only tie rods which connect said top and bottom chords, stanchions inserted between said top and bottom chords, said stanchions being provided With holes formed lengthwise through the same through Which said tie rods extend, sald stanchions comprising a plurality of connected longitudinal sections and the holes therein being formed by grooves formed in 'the'connected sides of said sections, substantially as described.
  • a truss the combination of a bowed top chord and a bottom chord, means for rigidly connecting the ends of the topchord to the bottom chord, and bracing for said truss comprising only tie rods Which conneet said top and bottom chords, stanchions inserted between said top and bottom chords, said stanchions being provided with "holes formed lengthwise through the same the thinner sections of saidstanchions, re-

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

.l. C. McKEOWN.
muss.
APPLICATION FILED SEPT. 20. I919.
Patented May 30, 1922.
UNITED STATES JOHN G. MOKEOWN, OF CHICAGO, ILLINOIS.
TRUSS.
Specification of Letters Patent.
Patented May 30,1922.
Application filed September 20, 1919. Serial No. 325,243.
To all who 1n it may concern:
Be it known that I, Jonn C. Mcllnown, a citizen of the United States, and resident of Chicago, in the county of Cool: and State of Illinois, have invented a new and useful Truss, of which the following is a specification.
This invention relates to trusses and relates particularly to trisses comprising a continuous, bowed upper chord and a lower chord, both built up from timbers forming different layers, said chords being connected by suitable bracing.
The object of the invention is to provide a truss of this type which will. combine the features of adequate strength, simplicity of construction and economy of manufacture. To this end, my improved truss comprises the various A features, combination of features and details of construction hereinafter described and claimed.
In the accompanying drawings, in which my invention is fully illustrated,
Figure 1 is a side view of a truss embodyine' mv invention;
Figure 2 is an enlarged sectional vie w thereof on the line 2-2 of Fig. 1; and
Figure 2-3 is an enlarged. sectional view thereof on the line 3-3 of Fig. 2.
Referring now to the drawings, 1 designates the bowed top chord of the truss and 2 the bottom chord thereof, both of which are built up from continuous layers of plank or other timbers rigidly connected together to form unitary structrnfes.
As regards my present invention, the specific construction of the top and bottom chords of my improved truss is not material and both of said chords may be of any desired or approved construction. Desirable forms of chords are those shown and fully described in my co-pending application for improvements in trusses, filed in the Patent ()tlice on or about September 15, 1919, Serial No. 323,831, to which reference is made for a detailed description thereof.
The ends of the top chord 1 are rigidly connected to the bottom chord 2, preferably by means of stj'aps 3 secured to said bottom chord, and extend around the ends of said top chord 1, said top chord being provided with shoulders at its ends which abut against the intermediate sections of said straps 8.
Said chords 1 and 2 are rigidly connected at intervals throughout their length by means of tie rods land are held in desired spaced relation by means of struts or stanchions 5 inserted between the adjacent sides of said chords, the tie rods 4 preferably extending through holes formed lengthwise through said struts or stanchions.
-For simplicity and cheapness of manufacture, the struts or stanchions 5 preferably consist of two longitudinal sections designated 5 and 5, the holes through said stanchions which receive the tierods 4- being formed by grooves 6 formed in the face of the thicker stanchion member 5 which contacts with the strut or stanchion member 5 the difference in the thickness of said members 5 and 5 being substantially equal to the depth of the grooves 6, whereby said grooves will be formed entirely in the thicker sections of said struts or stanchions.
After the stanchion sections 5 5 have been assembled between the chords 1 and 2 with the tie rods 4 extending through the holes formed therein by the grooves 6, the sections of said struts or stanchions are rigidly connected by bolts or other suitable means inserted therethrough at desired intervals. and the ends of said struts or stanchions are confined in recesses 7 formed transversely in the adjacent sides of the top and bottom chords 1 and 2.
The heads of the rods 4: and the nuts threaded therethrough preferably bear against washers or plates 8 inserted over said rods and adapted to bear directly against the outer sides of the top and bottom chords, said. plates or washers 8 on the upper chord at opposite sides of the center being thickened at their outer edges to provide a. flat bearing for the heads of said tie rods, 01' the nuts threaded thereto, as the -ase may be.
A particular advantage of the truss of the present application is that the tension rods 4, being encased within the struts or stanchions 5. will be protected thereby in case of fire and thus will not be heated to a degree which will weaken them-at least not in the initial stages of the fire.
A further advantage of my improved truss is that, owing to the relatively large unobstructed spaces'between the struts or stanchions 5, trusses of this particular type admit of ornamentation by means of grilles or scroll work inserted in the open spaces of said trusses, which renders them particularly desirable for church Work and the like Where ornamental effects are desired.
I claim 1. In a truss, the combination of a bowed top chord and a bottom chord, means for rigidly connecting the ends of the top chord to the bottomchord, and bracing forsaid truss comprising only tie rods which connect said top and bottom chords, stanchions inserted between said top and bottom chords, said stanchions being provided With holes formed lengthwise through the same through Which said tie rods extend, sald stanchions comprising a plurality of connected longitudinal sections and the holes therein being formed by grooves formed in 'the'connected sides of said sections, substantially as described.
2. In a truss, the combination of a bowed top chord and a bottom chord, means for rigidly connecting the ends of the topchord to the bottom chord, and bracing for said truss comprising only tie rods Which conneet said top and bottom chords, stanchions inserted between said top and bottom chords, said stanchions being provided with "holes formed lengthwise through the same the thinner sections of saidstanchions, re-
spectively, substantially as described.
In testimony that I claim the foregoing as my invention, I aflix'my signature this 15thday of September, 1919.
JOHN C. MoKEOWN.
US325243A 1919-09-20 1919-09-20 Truss Expired - Lifetime US1417929A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US325243A US1417929A (en) 1919-09-20 1919-09-20 Truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US325243A US1417929A (en) 1919-09-20 1919-09-20 Truss

Publications (1)

Publication Number Publication Date
US1417929A true US1417929A (en) 1922-05-30

Family

ID=23267039

Family Applications (1)

Application Number Title Priority Date Filing Date
US325243A Expired - Lifetime US1417929A (en) 1919-09-20 1919-09-20 Truss

Country Status (1)

Country Link
US (1) US1417929A (en)

Similar Documents

Publication Publication Date Title
US1741423A (en) Girder
US2097600A (en) Column structure
US1417929A (en) Truss
US793358A (en) Composite building structure.
US2002987A (en) Reenforcement for tubular and like structures
PE20020991A1 (en) CONSTRUCTION SYSTEM WITH PREFABRICATED PANELS OF METALLIC SPACE STRUCTURE
US2325614A (en) Lintel
US2151861A (en) Girder
US1632014A (en) Truss for bridges and the like
AT118041B (en) Folding boat.
US1744342A (en) Roof truss
US1983874A (en) Bar structural truss
US1762786A (en) Truss
US1421618A (en) Strip or sheet metal structure
US735759A (en) Steel-concrete construction.
US1372078A (en) Lattice-truss
US217409A (en) Improvement in side trusses for bridges
AT89142B (en) Truss reinforcement.
US2148110A (en) Structural member
SU981528A1 (en) Joint of members of wooden-metal structures
SU62170A1 (en) Wood Metal Farm
DE2549324C3 (en) Cold store
DE2740908C2 (en) Extension of the route, especially for trenches
AT251256B (en) Truss-like structural element with wooden belts and connecting links between them
DE3641563C1 (en) Fire-resistant load-bearing structure