US1806639A - Lottis b - Google Patents
Lottis b Download PDFInfo
- Publication number
- US1806639A US1806639A US1806639DA US1806639A US 1806639 A US1806639 A US 1806639A US 1806639D A US1806639D A US 1806639DA US 1806639 A US1806639 A US 1806639A
- Authority
- US
- United States
- Prior art keywords
- members
- upright
- tenons
- bars
- adjoining
- 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
- 230000000875 corresponding Effects 0.000 description 18
- 210000002832 Shoulder Anatomy 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 239000000543 intermediate Substances 0.000 description 4
- 210000001699 lower leg Anatomy 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
- Y10T29/00—Metal working
- Y10T29/49—Method of mechanical manufacture
- Y10T29/49616—Structural member making
- Y10T29/49623—Static structure, e.g., a building component
- Y10T29/49625—Openwork, e.g., a truss, joist, frame, lattice-type or box beam
Definitions
- This invention relatesto new and useful improvements in building trusses or girders. It has for its chief object to provide a building truss which is simple and inexpensive, yet strong and durable in construction, and which is designed for ready fabrication at a minimum expenditure of time and labor.
- Another object of the invention is the provision ofatruss of this character whosevarious members are, positively and firmly joinedtogether without weldingand without the use of separate fastenings, the inter mediate members of the truss being constructed for interlocking engagement with one another and with the top and bottom members thereof to effectively tie the'whole as a complete structural unit.
- FIG. 1 is a side elevation of a building truss embodying my invention
- Figure. 2 is an enlarged, fragmentary perspective View of the truss, partly in section.
- Figure 3 is a fragmentary. longitudinal section taken in the plane of'line 3--3, Figure2.
- Figure 4 is a fragmentary longitudinal section shoW- ing the arrangement of the center members of the truss.
- the improved truss is of the type .usedin buildings and is supported at its ends on beams 10, the trussconsisting of horizontal top and bottom members or plates 11, 12 and intermediate web members or brace bars 13, 14
- top, and bottom .members are shown in the form of flat plates,they may be in the form of channel plates or any other well known type ofstructural steel formaing shanks 3 or substantially hook-shaped tenons 16 facing in a direction toward the corresponding tenons of the last-named bars and preferably formed by notching each bar 14, as indicated at'l7.
- the tenoned ends of the adjoining bars 13, 14 are adapted to overlap or .abut' against each other in the direction of length of-the top and bottom members 11,12 and to conjointly engage corresponding openings 18 therein.
- Said bars are preferably square in crosssection and the openings in the top and bottom members: are rectangular in shape to jointly receive the tenoned ends of the bars in the manner shown atthe left in Figure 2 and in Figure?
- Thetenons are of a length to protrude slightly through the plate-openings 18 and after the companion members 13, 14 are set in place between the top and bottom plates, their protruded ends are upset or headedor otherwise anchored to the plates, as shown in Figure 3, to firmly join the parts to one another.
- each opening 18 may be beveled to draw or wedge the tenoned ends of companion bars toward each other, thereby insuring a tight, rigid connection of the parts, wlth the tenon 16 of the bar '14: engaging the opposing notch 19 resulting from the tenon 15 of the bar 13 and the shoulder. 20 39 formed at the opposite side of said tenon 15 abutting against theopposing face of the adjoining plate'll'or l2.
- the brace members 13, 14 constitute their own fastening. means, eliminating separateffasteners and the time and labor required for installing them, and'the interlocking of the parts is such that they brace one another, resulting in the load or strain being uniformly distributed throughout the overall length of the truss.
- the upright center bar21 is preferably Y mounted in the manner shown'in Figure 4:- Its tenoned upper end'22 is fitted in a correspondingly shaped opening 23 in the top plate v adjoining brace bars 26, the tenonedends 24, 25 jointly engaging an opening 27 in the 1 bottom plate 12 of the proper size andshape to receive them and their protruding portions being upset to produce a unitary head for securely fastening the bars in place.
- both ends 01" the plate-opening 27 are beveled or converge downwardly to snugly draw the diagonal brace bars 26 about the tenoned lower end of the upright bar 21.
- a building truss comprising top and bottom members having openings therein, upright members disposed bet-ween said top and bottom members, and diagonal members extending from one upright member to an adjoining one, the ends of said upright menr bers and said diagonal members terminating in attaching shanks jointly engaging the corresponding openings in said top and bottom members and upset attheir outer ends against the latter.
- a building truss comprising top and bottom members having openings therein,
- a building truss comprising top and bottom members having openings therein. upright members disposed between said top and bottom members and terminating at their ends in tenons, and diagonal members extending from one upright member to an adjoining one and terminating at their ends in tenons overlapping the companion tenons of adjoining upright members, the overlapping tenons of adjoining upright and diagonal members jointly extending through common openings in said top and bottom members and having their exposed ends upset against the latter.
- a building truss comprising top and bottom members having openings therein, upright members disposed between said top and bottom members and terminating at their ends in tenons, and diagonal members extending from one upright member to an adjoining one and terminating at their ends in substantially hook-shaped tenons overlapping and interlocking with those of the upright members, the tenons'of adjoining upright and diagonal members extending jointly through common openings in said top and bottom members, the inner ends of said tenons abutting against one side of said last-named members and their exposed ends being upset against the opposite side thereof.
- a building truss comprising top and bottom members having openings therein, upright bars disposed between said members and terminating at their ends in tenons, and diagonal bars extending from one upright bar toan adjoiningone and terminating at their ends in tenons adapted to engage the tenons of said upright bars in overlapping relation, the overlapping tenons of adjoining upright and diagonal bars jointly engaging corresponding openings in said top and bottom bars, said tenons protruding through said openings and being jointly upset against the opposing sides of the top and bottom members.
- a building truss comprising top and bottom members having openings therein, upright bars disposed between said members and terminating at their ends in tenons engageable with said openings, said tenons forming resulting shoulders on either side thereof, one of which is adapted to bear against the adjoining top or bottom member, and diagonal bars extending from one upright bar to an adjoining one and terminating at their ends in tenons extending through said member-openings in juxtaposition to the tenons of said upright bars, each of the tenons of the diagonal bars having a part engaging one of the shoulders formed by the tenons of the adjoining upright bar, the tenons of adjoining bars extending through the same opening and having their ends upset against the top and bottom members, respectively.
- a building truss comprising top and bottom members having openings therein, and web members interposed between said top and bottom members with their opposite ends in sidewise abutting engagement with the corresponding ends of adjoining web members the abutting ends of adjoining Web members extending ointly through the corresponding openings in said top and bottom members and anchored thereto.
- a building truss comprising top and bottom members having openings therein, and a plurality of web members disposed between said top and bottom members and arranged to intersect one another at their ends, sueh ends of the web members terminating in tenon-like elements, the elements of adjoining Web members abutting and interlocking with each other in the direction of length of said top and bottom members and cojointly engaging the corresponding openings in said last-named members.”
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
y 6, 1931. L; B. MOLTZAN 1,806,639
TRUSS Filed Deg. 13, 1929- Patented May 26, 1931 LOUIS B. MOLTZAN, or nurrnno, nnw'vonxt Application filed December 13, 1929; Serial No. 413,723,
.This invention relatesto new and useful improvements in building trusses or girders. It has for its chief object to provide a building truss which is simple and inexpensive, yet strong and durable in construction, and which is designed for ready fabrication at a minimum expenditure of time and labor.
- Another object of the invention is the provision ofatruss of this character whosevarious members are, positively and firmly joinedtogether without weldingand without the use of separate fastenings, the inter mediate members of the truss being constructed for interlocking engagement with one another and with the top and bottom members thereof to effectively tie the'whole as a complete structural unit.
In the accompanying drawings 2-- Figure 1 is a side elevation of a building truss embodying my invention; Figure. 2 is an enlarged, fragmentary perspective View of the truss, partly in section. Figure 3 is a fragmentary. longitudinal section taken in the plane of'line 3--3, Figure2. Figure 4 is a fragmentary longitudinal section shoW- ing the arrangement of the center members of the truss.
Similar characters of reference indicate parts throughout the several corresponding views. 7
In the example shown in the drawings, the improved truss is of the type .usedin buildings and is supported at its ends on beams 10, the trussconsisting of horizontal top and bottom members or plates 11, 12 and intermediate web members or brace bars 13, 14
interposed between said top and bottom members and securely fastened thereto. While the top, and bottom .members are shown in the form of flat plates,they may be in the form of channel plates or any other well known type ofstructural steel formaing shanks 3 or substantially hook-shaped tenons 16 facing in a direction toward the corresponding tenons of the last-named bars and preferably formed by notching each bar 14, as indicated at'l7. I a The tenoned ends of the adjoining bars 13, 14 are adapted to overlap or .abut' against each other in the direction of length of-the top and bottom members 11,12 and to conjointly engage corresponding openings 18 therein. Said bars are preferably square in crosssection and the openings in the top and bottom members: are rectangular in shape to jointly receive the tenoned ends of the bars in the manner shown atthe left in Figure 2 and in Figure? Thetenons are of a length to protrude slightly through the plate-openings 18 and after the companion members 13, 14 are set in place between the top and bottom plates, their protruded ends are upset or headedor otherwise anchored to the plates, as shown in Figure 3, to firmly join the parts to one another. As shown in Figure 3, one of the end walls of each opening 18 may be beveled to draw or wedge the tenoned ends of companion bars toward each other, thereby insuring a tight, rigid connection of the parts, wlth the tenon 16 of the bar '14: engaging the opposing notch 19 resulting from the tenon 15 of the bar 13 and the shoulder. 20 39 formed at the opposite side of said tenon 15 abutting against theopposing face of the adjoining plate'll'or l2. 'By'this construction, the brace members 13, 14: constitute their own fastening. means, eliminating separateffasteners and the time and labor required for installing them, and'the interlocking of the parts is such that they brace one another, resulting in the load or strain being uniformly distributed throughout the overall length of the truss.
The upright center bar21 is preferably Y mounted in the manner shown'in Figure 4:- Its tenoned upper end'22 is fitted in a correspondingly shaped opening 23 in the top plate v adjoining brace bars 26, the tenonedends 24, 25 jointly engaging an opening 27 in the 1 bottom plate 12 of the proper size andshape to receive them and their protruding portions being upset to produce a unitary head for securely fastening the bars in place. In this case, both ends 01" the plate-opening 27 are beveled or converge downwardly to snugly draw the diagonal brace bars 26 about the tenoned lower end of the upright bar 21.
Vhile the bars 13 have been shown ina substantially upright position, it is to be understood that they may be disposed at an angle to the vertical, depending on the use to which the truss is to be put, without departing from the spirit and scope of the invention as defined by the appended claims,
' wherein said bars have been designated as upright members or uprights.
I claim as my invention 1. A building truss, comprising top and bottom members having openings therein, upright members disposed bet-ween said top and bottom members, and diagonal members extending from one upright member to an adjoining one, the ends of said upright menr bers and said diagonal members terminating in attaching shanks jointly engaging the corresponding openings in said top and bottom members and upset attheir outer ends against the latter.
2. A building truss, comprising top and bottom members having openings therein,
upright members disposed between said top and bottom members, and diagonal members extending from one upright member to an adjoining one, the ends of said upright members and said diagonal members terminating in tenons extending jointly through the corresponding openings in said top and bottom members and interlocked with each other in said openings. 7
3. A building truss, comprising top and bottom members having openings therein. upright members disposed between said top and bottom members and terminating at their ends in tenons, and diagonal members extending from one upright member to an adjoining one and terminating at their ends in tenons overlapping the companion tenons of adjoining upright members, the overlapping tenons of adjoining upright and diagonal members jointly extending through common openings in said top and bottom members and having their exposed ends upset against the latter.
4. A building truss, comprising top and bottom members having openings therein, upright members disposed between said top and bottom members and terminating at their ends in tenons, and diagonal members extending from one upright member to an adjoining one and terminating at their ends in substantially hook-shaped tenons overlapping and interlocking with those of the upright members, the tenons'of adjoining upright and diagonal members extending jointly through common openings in said top and bottom members, the inner ends of said tenons abutting against one side of said last-named members and their exposed ends being upset against the opposite side thereof.
5. A building truss, comprising top and bottom members having openings therein, upright bars disposed between said members and terminating at their ends in tenons, and diagonal bars extending from one upright bar toan adjoiningone and terminating at their ends in tenons adapted to engage the tenons of said upright bars in overlapping relation, the overlapping tenons of adjoining upright and diagonal bars jointly engaging corresponding openings in said top and bottom bars, said tenons protruding through said openings and being jointly upset against the opposing sides of the top and bottom members.
6. A building truss, comprising top and bottom members having openings therein, upright bars disposed between said members and terminating at their ends in tenons engageable with said openings, said tenons forming resulting shoulders on either side thereof, one of which is adapted to bear against the adjoining top or bottom member, and diagonal bars extending from one upright bar to an adjoining one and terminating at their ends in tenons extending through said member-openings in juxtaposition to the tenons of said upright bars, each of the tenons of the diagonal bars having a part engaging one of the shoulders formed by the tenons of the adjoining upright bar, the tenons of adjoining bars extending through the same opening and having their ends upset against the top and bottom members, respectively.
7. In a building truss, spaced uprights terminating at their ends in tenons, diagonal brace members extending from the lower end of one upright to the upper end of an adjoining upright and terminating at their ends in tenons, and top and bottom horizontal members having means for jointly receiving the tenoned ends of adjoining uprights and brace members.
8. A building truss, comprising top and bottom members having openings therein, and web members interposed between said top and bottom members with their opposite ends in sidewise abutting engagement with the corresponding ends of adjoining web members the abutting ends of adjoining Web members extending ointly through the corresponding openings in said top and bottom members and anchored thereto.
9. A building truss, comprising top and bottom members having openings therein, and a plurality of web members disposed between said top and bottom members and arranged to intersect one another at their ends, sueh ends of the web members terminating in tenon-like elements, the elements of adjoining Web members abutting and interlocking with each other in the direction of length of said top and bottom members and cojointly engaging the corresponding openings in said last-named members."
LOUIS B. MOLTZAN.
Publications (1)
Publication Number | Publication Date |
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US1806639A true US1806639A (en) | 1931-05-26 |
Family
ID=3421748
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US1806639D Expired - Lifetime US1806639A (en) | Lottis b |
Country Status (1)
Country | Link |
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US (1) | US1806639A (en) |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2662272A (en) * | 1949-02-15 | 1953-12-15 | Macomber Inc | Manufacture of fabricated joists |
US3345792A (en) * | 1965-08-30 | 1967-10-10 | Holdsworth & Company Inc | Wood deck structure |
US3362121A (en) * | 1965-03-03 | 1968-01-09 | Laclede Steel Company | Floor and roof constructions |
US3826057A (en) * | 1972-01-03 | 1974-07-30 | J Franklin | Truss system |
US4023681A (en) * | 1976-01-08 | 1977-05-17 | Plant David N | Knock-down wine bottle rack |
US4027448A (en) * | 1975-06-16 | 1977-06-07 | Clark Equipment Company | Crane boom with angular side frame reinforcements |
US20090025330A1 (en) * | 2004-05-19 | 2009-01-29 | Reynolds Zachary M | Enhanced girder system |
US20160160504A1 (en) * | 2013-07-08 | 2016-06-09 | Ecos Maclean Ltd | Structural frame |
-
0
- US US1806639D patent/US1806639A/en not_active Expired - Lifetime
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2662272A (en) * | 1949-02-15 | 1953-12-15 | Macomber Inc | Manufacture of fabricated joists |
US3362121A (en) * | 1965-03-03 | 1968-01-09 | Laclede Steel Company | Floor and roof constructions |
US3345792A (en) * | 1965-08-30 | 1967-10-10 | Holdsworth & Company Inc | Wood deck structure |
US3826057A (en) * | 1972-01-03 | 1974-07-30 | J Franklin | Truss system |
US4027448A (en) * | 1975-06-16 | 1977-06-07 | Clark Equipment Company | Crane boom with angular side frame reinforcements |
US4023681A (en) * | 1976-01-08 | 1977-05-17 | Plant David N | Knock-down wine bottle rack |
US20090025330A1 (en) * | 2004-05-19 | 2009-01-29 | Reynolds Zachary M | Enhanced girder system |
US7870628B2 (en) * | 2004-05-19 | 2011-01-18 | Reynolds Zachary M | Enhanced girder system |
US20160160504A1 (en) * | 2013-07-08 | 2016-06-09 | Ecos Maclean Ltd | Structural frame |
US9970165B2 (en) * | 2013-07-08 | 2018-05-15 | Ecos Maclean Ltd | Structural frame |
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