[go: up one dir, main page]

US2146540A - Structural member for buildings - Google Patents

Structural member for buildings Download PDF

Info

Publication number
US2146540A
US2146540A US124275A US12427537A US2146540A US 2146540 A US2146540 A US 2146540A US 124275 A US124275 A US 124275A US 12427537 A US12427537 A US 12427537A US 2146540 A US2146540 A US 2146540A
Authority
US
United States
Prior art keywords
rails
braces
feet
keys
members
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
US124275A
Inventor
Harry W Hahn
Charles E Keas
Edmund P Burke
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 US124275A priority Critical patent/US2146540A/en
Application granted granted Critical
Publication of US2146540A publication Critical patent/US2146540A/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
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08Joists; 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
    • E04C3/09Joists; 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 at least partly of bent or otherwise deformed strip- or sheet-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0491Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces

Definitions

  • This invention relates to and has for a main object the provision of a light weight metal fabricated structural unit of truss-like character composed of parallel chordal members and oppositely inclined alternately arranged web members cross connecting the chordal members and secured thereto at their extremities in shearing rather than in tensioned relationship so as to prevent the weakening of the chordal members at the joints as when rivets are used or when the flanges of the chordal members are deformed and bent over portions of the web members.
  • chordal members hereinafter referred to as rails and the web members hereinafter referred to as braces, are of such cross sectional form that a rigid structure is provided incapable of weaving, twisting and distortion when the structure is subjected to strains and stresses of less than a maximum indicated load limit for a given case.
  • the rails are of deeply channelled cross section with flat webs and relatively right angular flanges between which the end portions of the braces are closely fitted, and fiat feet are provided on said braces which correspond to the 2 distance between the inner sides of the flanges and rest firmly upon the inner surfaces of the webs;
  • each joint consists of a key, or look through which portions of the feet 35 of adjacent braces are extended and upset above the inner surfaces of the keys, and the flanges of the rails being perforated at points in the plane of the keys for receiving lugs at the margins of the keys, thereby firmly locking each adjacent pair of braces to the rails in shearing relationship.
  • a structural unit embodying the aforementioned characteristics is adaptable for use as wall studs, joists, rafters and the like, capable of being readily reversed and of uniform character throughout the length of a unit.
  • Fig. l is a side elevation of an assembled unit
  • Fig. 2 is a section of the same on line 22 of Fig. 1;
  • Fig. 3 is a section of the same on line 33 of Fig. 1;
  • Fig. 4 is a fragmentary sectional elevation on line H (if-ri Fig. 5 is a fragmentary section on line 55 of Fig. 3;
  • Figs. 6, and 7 are transverse sections on lines 66 and 'l-'! of Fig. 4, respectively;
  • Fig. 8 is a perspective view of a locking and at- 5 taching key for securing the braces to the rails;
  • Fig. 9 is a perspective view of a brace.
  • the improved unit is constructed in suitable lengths and of variable width depending upon the use to which it is to be put. For joists the width of the unit and the size of the various elements are greater than when used for studs and other members. The proportionate size and strength of the several members of the unit, however, is about as shown and described herein.
  • the unit includes a pair of parallel channelled side rails A, A, of uniform cross section, a plurality of diagonal braces B, B, etc. which are alternately inclined in opposite directions, and locking keys C, which are employed for firmly holding the members of the structure together.
  • Rails A are deeply channelled and have webs l of flat cross section and flanges 2, 2, turned at right angles to said webs, and the flanges of said rails are provided at uniformly spaced points slightly above the inner surfaces of the webs i with pairs of elongated apertures 3, 3, as shown in Fig. 1.
  • the braces B have channelled bodies, preferably of semi-elliptical but perhaps of semicircular or parabolic cross section, as at 4, with oppositely extended feet i of flat cross section at their extremities and adapted to rest firmly upon the webs I of rails A, the width of said feet corresponding to the space between the rail flanges 2, 2, so as to prevent lateral movement of the braces relative to the rails.
  • the ends of the feet 4 are provided with inwardly bent lugs 5 which are disposed at right angles to the feet and are adapted to extend through apertures 6 in the locking keys C when said keys are operatively held upon the inner surfaces of the feet 4', as shown in Fig. 4.
  • Keys C may be formed at their ends with grooves 1 corresponding in form to the outer surfaces of 45 the brace bodies 4 and are preferably formed initially of a slightly angular cross section, as shown in Fig. 8, so that when the keys are positioned upon the feet 4 of the braces pressure may be applied thereto for extending laterally 50 formed lugs 8 on the keys into the pairs of apertures 3 in the flanges 2 of rails A at the same time the lugs 5 are extended into and through the apertures 6.
  • Lugs 5 are sufficiently long to protrude through 55 and to extend slightly above the inner surfaces of the keys C and after the keys are positioned as described and locked to the rails A the protruding ends of lugs 5 are upset by means of a suitable tool, as at 9, thereby riveting the brace feet to the keys and locking the keys to the rails A against displacement or relative movement of said members. As shown in Fig. 4, the feet of adjacent braces B are held in abutting relation sothat longitudinal movement of the rails and braces is impossible. It will be apparent that alternate braces of the unit will be in compression and in tension depending which rail is uppermost when a load is applied thereto.
  • a durable fabricated member which is capable of use for joists, rafters, studs and other structural purposes, without variation as to length of a unit or the width thereof except as may be required for adapting the same to various uses and loads.
  • the units are capable of rapid machine formation and assembly and are therefore economical.
  • the joints between the braces B may be so located that a unit may be cut into desired length in even numbers of feet or convenient fractions thereof; the units are completely reversible, side for side, and are of equal strength and serviceability regardless of which side is uppermost; and are not susceptible to the rotting and deterioration as are wooden members which have been heretofore used.
  • a fabricated metal structural unit comprising: a pair of channelled side rails arranged with the flanges of said channels turned inwardly and having flat webs disposed at right angles to said flanges, diagonally disposed braces of channelled cross section alternately inclined in opposite direction and having oppositely extended feet corresponding in w dth to the width of the channels in said rails. and held flatwise on the webs of said rails, and keys superposed on said feet and interlocked with said braces and with said rails for holding said members together.
  • a fabricated metal structural unit comprising: a pair of channelled side rails arranged with the flanges of said channels turned inwardly and having fiat webs disposed at right angles to said flanges, diagonally disposed braces of channelled cross section alternately inclined in opposite direction and having oppositely extended feet corresponding in width to the width of the channels in said rails and held fiatwise on the webs of said rails, and keys superposed on said feet and interlocked with said braces and with said rails for holding said members together, the feet of adjacent braces being supported in abutting relation.
  • a fabricated metal structural unit comprising: a pair of channelled rails, a plurality of braces connecting said rails and alternately inclined in opposite directions, said braces having feet disposed fiatwise on the webs of said rails, said rails having perforations in the sides thereof, said feet having lugs inwardly bent therefrom, and keys superposed on said feet and having apertures for receiving said lugs and lugs extending into the perforations of said rails, for locking said members together against separation and movement.
  • a fabricated metal structural unit comprising: a pair of channelled rails, a plurality of braces connecting said rails and alternately inclined in opposite directions, said braces having feet disposed fiatwise on the webs of said rails, said rails having perforations in'the sides thereof, said feet having lugs inwardly bent therefrom, and keys superposed on said feet and having apertures for receiving said lugs and lugs extending into the perforations of said rails, for locking said members together against separation and movement, the ends of said first named lugs being over said key.
  • a fabricated metal structural unit comp-rising: a pair of parallel rails of uniform cross section throughout the length thereof, braces engaged at their terminals with opposed faces of said rails at spaced points, and keys disposed inwardly of said opposed faces and overlying portions of the terminals of adjacent braces and having portions permanently interlocked with said braces and with said rails.
  • a fabricated metal structural unit comprising: a pair of rails, braces connecting said rails at spaced points, and keys disposed inwardly of said rails and connecting portions of adjacent braces. and interlocked with said braces and with said rails.
  • a fabricated metal structural unit comprising: a pair of parallel rails, braces connecting said rails at spaced points and having abutting feet disposed fiatwise and inwardly of the outer faces of said rails, and keys overlying the feet of adjacent braces and interlocked with said feet and with said rails at points between the inner and outer faces of said rails.
  • a fabricated metal structural unit comprising: a pair of rails, braces alternately inclined in opposite directions connecting said rails, and
  • a fabricated metal structural unit comprising: a pair of rails having parallel webs and inwardly turned flanges forming channels in said rails of rectangular cross section, inclined braces connecting said rails and having their extremities of a width closely fitting the channels of said rails and portions thereof of flat cross section engaging the webs of said rails, the flanges of said rails having perforations therein at points slightly inwardly of said webs, and keys superposed on the flat portions of said braces and provided with laterally formed lugs adapted to be extended through said perforations for holding said rails and braces permanently together.
  • a fabricated metal structural unit comprising: chord members of uniform cross section, diagonal web members connecting said chord members, and key means for joining the extremities of said web members to said chord members in shearing relationship at points inwardly spaced from opposed faces of said chord members.
  • a fabricated metal structural unit comprising: a pair of parallel chord members of uniform cross section throughout the length thereof, and a plurality of diagonal web members connecting said chord members and having terminal portions seated upon said chord members, and keys disposed between opposed faces of said chord members for joining said terminal portions to said chord members at points spaced inwardly from said faces and in shearing relationship.
  • a fabricated metal structural unit comprising: a pair of parallel chord members of uniformly channelled cross sections through their length, a plurality of diagonallydisposed web 15 webs of the chord members, and. keys engaging the inner surfaces of said feet and provided with lugs extending into and closely fitting said perforations, for securing the members of said unit together in shearing relationship.

Landscapes

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

Description

Feb. 7, 1939. H, w H ET AL I 2,146,540
STRUCTURAL MEMBER FOR BUILDINGS Filed Feb 5, 1937 M INVENTORS,
Patented Feb. 7, 1939 UNITED STATES STRUCTURAL MEIWBER, FQR BUELDINGS Harry W. Hahn, Glendale, and Charles E. Keas and Edmund P. Burke, Los Angeles, Calif.
Application February 5, 1937, Serial No. 124,275
12 Claims.
This invention relates to and has for a main object the provision of a light weight metal fabricated structural unit of truss-like character composed of parallel chordal members and oppositely inclined alternately arranged web members cross connecting the chordal members and secured thereto at their extremities in shearing rather than in tensioned relationship so as to prevent the weakening of the chordal members at the joints as when rivets are used or when the flanges of the chordal members are deformed and bent over portions of the web members.
The chordal members, hereinafter referred to as rails and the web members hereinafter referred to as braces, are of such cross sectional form that a rigid structure is provided incapable of weaving, twisting and distortion when the structure is subjected to strains and stresses of less than a maximum indicated load limit for a given case. Preferably the rails are of deeply channelled cross section with flat webs and relatively right angular flanges between which the end portions of the braces are closely fitted, and fiat feet are provided on said braces which correspond to the 2 distance between the inner sides of the flanges and rest firmly upon the inner surfaces of the webs;
The braces, as in a truss, are alternately under compression and in tension, depending upon which one of the pair of rails is uppermost, and an important feature of our structure is to provide a shear joint between the feet of the braces and rails. To this end each joint consists of a key, or look through which portions of the feet 35 of adjacent braces are extended and upset above the inner surfaces of the keys, and the flanges of the rails being perforated at points in the plane of the keys for receiving lugs at the margins of the keys, thereby firmly locking each adjacent pair of braces to the rails in shearing relationship.
Thus, a structural unit embodying the aforementioned characteristics is adaptable for use as wall studs, joists, rafters and the like, capable of being readily reversed and of uniform character throughout the length of a unit.
We have shown a preferred form of structural unit embodying our improvements in the accompanying drawing in which:
Fig. l is a side elevation of an assembled unit;
Fig. 2 is a section of the same on line 22 of Fig. 1;
Fig. 3 is a section of the same on line 33 of Fig. 1;
Fig. 4 is a fragmentary sectional elevation on line H (if-ri Fig. 5 is a fragmentary section on line 55 of Fig. 3;
Figs. 6, and 7 are transverse sections on lines 66 and 'l-'! of Fig. 4, respectively;
Fig. 8 is a perspective view of a locking and at- 5 taching key for securing the braces to the rails; and
Fig. 9 is a perspective view of a brace.
The improved unit is constructed in suitable lengths and of variable width depending upon the use to which it is to be put. For joists the width of the unit and the size of the various elements are greater than when used for studs and other members. The proportionate size and strength of the several members of the unit, however, is about as shown and described herein. The unit includes a pair of parallel channelled side rails A, A, of uniform cross section, a plurality of diagonal braces B, B, etc. which are alternately inclined in opposite directions, and locking keys C, which are employed for firmly holding the members of the structure together.
Rails A are deeply channelled and have webs l of flat cross section and flanges 2, 2, turned at right angles to said webs, and the flanges of said rails are provided at uniformly spaced points slightly above the inner surfaces of the webs i with pairs of elongated apertures 3, 3, as shown in Fig. 1. The braces B have channelled bodies, preferably of semi-elliptical but perhaps of semicircular or parabolic cross section, as at 4, with oppositely extended feet i of flat cross section at their extremities and adapted to rest firmly upon the webs I of rails A, the width of said feet corresponding to the space between the rail flanges 2, 2, so as to prevent lateral movement of the braces relative to the rails.
The ends of the feet 4 are provided with inwardly bent lugs 5 which are disposed at right angles to the feet and are adapted to extend through apertures 6 in the locking keys C when said keys are operatively held upon the inner surfaces of the feet 4', as shown in Fig. 4. Keys C may be formed at their ends with grooves 1 corresponding in form to the outer surfaces of 45 the brace bodies 4 and are preferably formed initially of a slightly angular cross section, as shown in Fig. 8, so that when the keys are positioned upon the feet 4 of the braces pressure may be applied thereto for extending laterally 50 formed lugs 8 on the keys into the pairs of apertures 3 in the flanges 2 of rails A at the same time the lugs 5 are extended into and through the apertures 6.
Lugs 5 are sufficiently long to protrude through 55 and to extend slightly above the inner surfaces of the keys C and after the keys are positioned as described and locked to the rails A the protruding ends of lugs 5 are upset by means of a suitable tool, as at 9, thereby riveting the brace feet to the keys and locking the keys to the rails A against displacement or relative movement of said members. As shown in Fig. 4, the feet of adjacent braces B are held in abutting relation sothat longitudinal movement of the rails and braces is impossible. It will be apparent that alternate braces of the unit will be in compression and in tension depending which rail is uppermost when a load is applied thereto.
From the foregoing description of the structure of the assembled unit it will be apparent that we have provided a durable fabricated member which is capable of use for joists, rafters, studs and other structural purposes, without variation as to length of a unit or the width thereof except as may be required for adapting the same to various uses and loads. The units are capable of rapid machine formation and assembly and are therefore economical. The joints between the braces B may be so located that a unit may be cut into desired length in even numbers of feet or convenient fractions thereof; the units are completely reversible, side for side, and are of equal strength and serviceability regardless of which side is uppermost; and are not susceptible to the rotting and deterioration as are wooden members which have been heretofore used.
What we claim, is:
1. A fabricated metal structural unit comprising: a pair of channelled side rails arranged with the flanges of said channels turned inwardly and having flat webs disposed at right angles to said flanges, diagonally disposed braces of channelled cross section alternately inclined in opposite direction and having oppositely extended feet corresponding in w dth to the width of the channels in said rails. and held flatwise on the webs of said rails, and keys superposed on said feet and interlocked with said braces and with said rails for holding said members together.
2. A fabricated metal structural unit comprising: a pair of channelled side rails arranged with the flanges of said channels turned inwardly and having fiat webs disposed at right angles to said flanges, diagonally disposed braces of channelled cross section alternately inclined in opposite direction and having oppositely extended feet corresponding in width to the width of the channels in said rails and held fiatwise on the webs of said rails, and keys superposed on said feet and interlocked with said braces and with said rails for holding said members together, the feet of adjacent braces being supported in abutting relation.
3. A fabricated metal structural unit comprising: a pair of channelled rails, a plurality of braces connecting said rails and alternately inclined in opposite directions, said braces having feet disposed fiatwise on the webs of said rails, said rails having perforations in the sides thereof, said feet having lugs inwardly bent therefrom, and keys superposed on said feet and having apertures for receiving said lugs and lugs extending into the perforations of said rails, for locking said members together against separation and movement.
4. A fabricated metal structural unit comprising: a pair of channelled rails, a plurality of braces connecting said rails and alternately inclined in opposite directions, said braces having feet disposed fiatwise on the webs of said rails, said rails having perforations in'the sides thereof, said feet having lugs inwardly bent therefrom, and keys superposed on said feet and having apertures for receiving said lugs and lugs extending into the perforations of said rails, for locking said members together against separation and movement, the ends of said first named lugs being over said key.
5. A fabricated metal structural unit comp-rising: a pair of parallel rails of uniform cross section throughout the length thereof, braces engaged at their terminals with opposed faces of said rails at spaced points, and keys disposed inwardly of said opposed faces and overlying portions of the terminals of adjacent braces and having portions permanently interlocked with said braces and with said rails.
6. A fabricated metal structural unit comprising: a pair of rails, braces connecting said rails at spaced points, and keys disposed inwardly of said rails and connecting portions of adjacent braces. and interlocked with said braces and with said rails.
'7. A fabricated metal structural unit comprising: a pair of parallel rails, braces connecting said rails at spaced points and having abutting feet disposed fiatwise and inwardly of the outer faces of said rails, and keys overlying the feet of adjacent braces and interlocked with said feet and with said rails at points between the inner and outer faces of said rails.
8. A fabricated metal structural unit comprising: a pair of rails, braces alternately inclined in opposite directions connecting said rails, and
keys engaging portions of adjacent braces at points spaced inwardly of the outer faces of said rails and interlocked with said braces and with said rails at points intermediate the planes of the inner and outer faces of said rails.
9. A fabricated metal structural unit comprising: a pair of rails having parallel webs and inwardly turned flanges forming channels in said rails of rectangular cross section, inclined braces connecting said rails and having their extremities of a width closely fitting the channels of said rails and portions thereof of flat cross section engaging the webs of said rails, the flanges of said rails having perforations therein at points slightly inwardly of said webs, and keys superposed on the flat portions of said braces and provided with laterally formed lugs adapted to be extended through said perforations for holding said rails and braces permanently together.
10. A fabricated metal structural unit comprising: chord members of uniform cross section, diagonal web members connecting said chord members, and key means for joining the extremities of said web members to said chord members in shearing relationship at points inwardly spaced from opposed faces of said chord members.
11. A fabricated metal structural unit comprising: a pair of parallel chord members of uniform cross section throughout the length thereof, and a plurality of diagonal web members connecting said chord members and having terminal portions seated upon said chord members, and keys disposed between opposed faces of said chord members for joining said terminal portions to said chord members at points spaced inwardly from said faces and in shearing relationship.
12. A fabricated metal structural unit comprising: a pair of parallel chord members of uniformly channelled cross sections through their length, a plurality of diagonallydisposed web 15 webs of the chord members, and. keys engaging the inner surfaces of said feet and provided with lugs extending into and closely fitting said perforations, for securing the members of said unit together in shearing relationship.
HARRY W. HAHN. CHARLES E. KEAS. EDMUND P BURKE.
US124275A 1937-02-05 1937-02-05 Structural member for buildings Expired - Lifetime US2146540A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US124275A US2146540A (en) 1937-02-05 1937-02-05 Structural member for buildings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US124275A US2146540A (en) 1937-02-05 1937-02-05 Structural member for buildings

Publications (1)

Publication Number Publication Date
US2146540A true US2146540A (en) 1939-02-07

Family

ID=22413864

Family Applications (1)

Application Number Title Priority Date Filing Date
US124275A Expired - Lifetime US2146540A (en) 1937-02-05 1937-02-05 Structural member for buildings

Country Status (1)

Country Link
US (1) US2146540A (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3108665A (en) * 1959-10-13 1963-10-29 Marchand Jacques Trellis-work structure composed of shaped metallic sections
FR2567990A1 (en) * 1984-07-20 1986-01-24 Fenouil Jean Louis Self-supporting element intended for the construction of lightweight three-dimensional structures and formed from a strip section which can be rolled up
WO1988010343A1 (en) * 1987-06-19 1988-12-29 Supertruss Pty. Ltd. Metal frame structure
FR2671571A1 (en) * 1991-01-14 1992-07-17 Fenouiz Jean Louis Device intended for the covering of ceilings, main walls (facades), or partitions
US6799406B2 (en) * 1999-04-22 2004-10-05 Bolmetco Inc. Bolted metal joist and method of manufacturing the same
US20060080931A1 (en) * 2003-08-18 2006-04-20 Ollman Melvin L Structural truss with crimp/clamp method of making same
WO2009035332A1 (en) * 2007-09-10 2009-03-19 Juralco As Truss girder and method for constructing the same
US20130312361A1 (en) * 2012-05-22 2013-11-28 Bluescope Buildings North America, Inc. Truss Saddle Apparatus And Method
US10155644B2 (en) * 2014-05-23 2018-12-18 Konecranes Global Corporation Crane girder for a crane, in particular for an overhead or gantry crane, and a crane comprising such a girder
US10724563B1 (en) * 2019-04-08 2020-07-28 Reinke Manufacturing Co., Inc. Truss rod coupling device
DE102019126399A1 (en) * 2019-09-30 2021-04-01 Konecranes Global Corp. Carrier for a trolley and overhead transport device with such a carrier

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3108665A (en) * 1959-10-13 1963-10-29 Marchand Jacques Trellis-work structure composed of shaped metallic sections
FR2567990A1 (en) * 1984-07-20 1986-01-24 Fenouil Jean Louis Self-supporting element intended for the construction of lightweight three-dimensional structures and formed from a strip section which can be rolled up
WO1988010343A1 (en) * 1987-06-19 1988-12-29 Supertruss Pty. Ltd. Metal frame structure
US5003748A (en) * 1987-06-19 1991-04-02 Supertruss Pty. Ltd. Metal frame structure
FR2671571A1 (en) * 1991-01-14 1992-07-17 Fenouiz Jean Louis Device intended for the covering of ceilings, main walls (facades), or partitions
US6799406B2 (en) * 1999-04-22 2004-10-05 Bolmetco Inc. Bolted metal joist and method of manufacturing the same
US7743577B2 (en) * 2003-08-18 2010-06-29 Ollman Melvin L Structural truss with crimp/clamp method of making same
US20060080931A1 (en) * 2003-08-18 2006-04-20 Ollman Melvin L Structural truss with crimp/clamp method of making same
WO2009035332A1 (en) * 2007-09-10 2009-03-19 Juralco As Truss girder and method for constructing the same
GB2470976A (en) * 2007-09-10 2010-12-15 Juralco As Truss girder and method for constructing the same
GB2470976B (en) * 2007-09-10 2013-03-06 Juralco As Truss girder and method for constructing the same
US20130312361A1 (en) * 2012-05-22 2013-11-28 Bluescope Buildings North America, Inc. Truss Saddle Apparatus And Method
US8881486B2 (en) * 2012-05-22 2014-11-11 Bluescope Buildings North America, Inc. Truss saddle apparatus and method
US10155644B2 (en) * 2014-05-23 2018-12-18 Konecranes Global Corporation Crane girder for a crane, in particular for an overhead or gantry crane, and a crane comprising such a girder
US10724563B1 (en) * 2019-04-08 2020-07-28 Reinke Manufacturing Co., Inc. Truss rod coupling device
DE102019126399A1 (en) * 2019-09-30 2021-04-01 Konecranes Global Corp. Carrier for a trolley and overhead transport device with such a carrier

Similar Documents

Publication Publication Date Title
US2146540A (en) Structural member for buildings
US5078530A (en) Plastic coupling device for connecting two building elements
US3330087A (en) Long span, high load, composite truss joist
US3541749A (en) Metal truss
US1729741A (en) Bridging
US4291515A (en) Structural elements
US3748809A (en) Trussed joist structure
US1924880A (en) Open truss girder
US1575931A (en) Form tie and spacer consturction
US3229333A (en) Building frame bracket
US1242892A (en) Structural toy.
US1918345A (en) Joist, beam, girder, and the like
US793358A (en) Composite building structure.
US2720291A (en) Reinforced girder end connection
US3535845A (en) Pitched truss and ridge connector therefor
US4464885A (en) Truss assembly and attachment member for use with trusses
US3591995A (en) Truss joist with clamp-connected web members
US385624A (en) Cowlposite beam
US2146539A (en) Structural member for buildings
US1852042A (en) Fabricated metal structural member
US2003738A (en) Fabricated structure and elements thereof
US1837706A (en) Metallic structural framework
US3496693A (en) Stapled composite truss joist and method of assembly
US3386222A (en) High-load truss joist link
US1582402A (en) Scaffold construction