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US2865059A - Metal joist bridging - Google Patents

Metal joist bridging Download PDF

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Publication number
US2865059A
US2865059A US577977A US57797756A US2865059A US 2865059 A US2865059 A US 2865059A US 577977 A US577977 A US 577977A US 57797756 A US57797756 A US 57797756A US 2865059 A US2865059 A US 2865059A
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bridging
bar
joists
legs
top bar
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US577977A
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Douglas J Scriven
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    • 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
    • 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
    • E04C2003/026Braces

Definitions

  • the present invention relates to bridging, and more particularly has reference to metal bridging adapted to be used for bracing floor and ceiling joists.
  • Bridging both wood and metal, heretofore designed has in many instances required removal of the bridging at various locations, to permit heating and other conduits to pass through the space between adjacent joists.
  • One important object of the present invention is to provide bridging that will permit the passage of conduits up to as much as six inches in diameter, without interference.
  • the bridging devised for the above stated purpose comprises a horizontal bar connectable at its opposite ends to and extending transversely between adjacent joists.
  • A'second bar of inverted V shape is connected at its apex to the midlength portion of the first bar, and has short, horizontal extensions at its ends adapted to be secured to the bottom edges of the joists.
  • Both bars are adapted to be cheaply and easily manufactured from inexpensive metal stock, and the particular shapes of the bars, the locations of their connections, and the cross sectional shape of the V-shaped bar all cooperate to provide a light, easily applied, strong bridging means.
  • Figure l is a perspective view showing fragmentarily a plurality of joists and an associated floor or ceiling, provided with bridging formed according to the invention
  • Figure 3 is a transverse section, still further enlarged, on line 33 of Figure 2.
  • bridging elements 14 formed according to the present invention. These are located wherever desired along the length of the joists, and are usable to advantage in discharging the two main purposes of joist bridging which are, namely, the proper distribution of weight applied to the floor or ceiling, and the prevention of spread of the joists.
  • the bridging elements are used at the center of a long span, but can be used elsewhere if desired.
  • Each bridging element 14 includes an elongated, straight, fiat top bar 16, and it will be understood in this regard that lighter metal can be used without sacrificing strength and rigidity by employing angle iron material' In this event, the ends of the angle iron would be flattened for nailing.
  • each end portion of the top bar 16 is a series of apertures 18, the apertures of the series extending longitudinally and centrally of the bar.
  • the apertures permit the selective location of nails along the length of the top bar 16, the selection being made according to the distance between joist centers.
  • the bottom bar has straight legs 24, diverging downwardly from opposite ends of bight 20, and as shown in Figure 3 the legs, for the greater part of their lengths, are of V or U shaped cross section to impart rigidity thereto.
  • the respective legs 24 at their divergent ends are flattened as at 26, with the flattened parts 26 merging into horizontally, outwardly projecting, short extensions 28.
  • Formed in the portions 26, 28 are openings 30, there being at the outer end of each leg a longitudinal series of said openings continuing through both the extension 28 and portion 26.
  • At least some of the apertures of the top bar 16 are aligned with corresponding apertures of the respective extensions 28 along lines perpendicular to the respective planes of the top bar and extensions.
  • the apertures 34) formed in the extensions 28 are aligned with those two apertures 18 nearest the corresponding end of the top bar 16.
  • the extensions 28 would be coplanar with the portions 26, but would be bendable along lines 32 extending transversely of the legs, to engage against the bottom of the joists 10 when the bridging is applied.
  • the bar 16 is nailed across the top of the joists as shown in Figure l, with nails being directed through selected openings 18.
  • the legs 24 are engaged tightly at their divergent ends against the bottoms of the joists, with extensions 28 being bent as necessary, and extensions 28 are then nailed to the joists through apertures 30.
  • a rivet 22 is employed to connect the top and bottom bars. However, if a bolt and nut are 'used, these could be left loose initially, to be tightened after the bridging is installed.
  • the apertures 18, 20 are so spaced so as to permit the bridging to be used on joists spaced from twelve to sixteen inches apart from center to center.
  • the legs 24, in this connection, can be bent if necessary to selected angular relationship to locate the divergent ends thereof the necessary distance apart.
  • the design is such that the article may be delivered to the user without any bends whatever in the metal, to facilitate handling and shipping.
  • the metal is sufficiently light to permit the workman to bend the same with his fingers when installing the bridging.
  • Ioist bridging comprising a straight top bar lying wholly in one plane and having at each end a longitudinal series of apertures for receiving fastening elements extending into the top surfaces of adjacent joists with the top bar extending between the joists perpendicularly to the length and planes thereof; and a bottom bar approximately in the shape of an inverted V having at its apex short, flat bight portions in face to face contact with and connected to the top bar, the bottom bar having legs formed at their outer ends each with an extension having a longitudinal series of apertures for receiving fastening elements extending into the bottom surfaces of said joists, the extensions lying in a common plane parallel to that of the top bar, some at least of the apertures of the top bar being aligned with corresponding apertures of the respective extensions along lines perpendicular to said planes of the extensions and top bar, at least the bottom bar being of material bendable along lines extending transversely of its end portions and bight, for bending of the legs of the bottom bar into selected angular
  • Joist bridging comprising a straight, elongated, fiat top bar having at each end a longitudinal series of apertures; and a bottom bar approximately in the shape of an inverted V having an apex portion in contact with and connected to the midlength portion of the top bar, said bottom bar including legs diverging downwardly from the connection of the bottom bar to the top bar, said legs terminating at their divergent ends in outwardly directed, flat extensions disposed in a common plane parallel to the plane of the top bar, said extensions being formed with longitudinal series of apertures some at least of which are aligned, along lines perpendicular to said planes, with corresponding apertures of the top bar.
  • Joist bridging comprising a straight, elongated, fiat top bar having at each end a longitudinal series of apertures; and a bottom bar approximately in the shape of an inverted V having an apex portion in contact with and connected to the midlength portion of the top bar, said bottom bar including legs diverging downwardly from the connection of the bottom bar to the top bar, said legs terminating at their divergent ends in outwardly directed, flat extensions disposed in a common plane parallel to the plane of the top bar, said extensions being formed with longitudinal series of apertures some at least of which are aligned, along lines perpendicular to said planes, with corresponding apertures of the top bar, said legs being respectively swingable upon said apex portion to effect selective adjustments in the spacing of the ex tensions from the ends of the top bar, to accommodate joists of different widths therebetween, the legs, at their free ends, being of a material bendable along a line extending transversely of the respective legs, for adjusting the legs of the respective legs following selective adjustments of the legs about

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)

Description

Dec. 23, 1958 SCRIVEN 2,865,059
METAL JOIST BRIDGING Filed April 15, 1956 INVENTOR. 00062. 48 see/V5,
ATTOEIVEY-S.
Unite States atent O f METAL JOIST BRIDGING Douglas J. Scriven, London, Ontario, Canada Application April 13, 1956, Serial No. 577,977
3 Claims. (Cl. 20-9) The present invention relates to bridging, and more particularly has reference to metal bridging adapted to be used for bracing floor and ceiling joists.
Bridging, both wood and metal, heretofore designed has in many instances required removal of the bridging at various locations, to permit heating and other conduits to pass through the space between adjacent joists. One important object of the present invention, accordingly, is to provide bridging that will permit the passage of conduits up to as much as six inches in diameter, without interference.
Summarized briefly, the bridging devised for the above stated purpose comprises a horizontal bar connectable at its opposite ends to and extending transversely between adjacent joists. A'second bar of inverted V shape is connected at its apex to the midlength portion of the first bar, and has short, horizontal extensions at its ends adapted to be secured to the bottom edges of the joists. Both bars are adapted to be cheaply and easily manufactured from inexpensive metal stock, and the particular shapes of the bars, the locations of their connections, and the cross sectional shape of the V-shaped bar all cooperate to provide a light, easily applied, strong bridging means.
Other objects will appear from the following description, the claims appended thereto, and from the annexed drawing in which like reference characters designate like parts throughout the several views and wherein:
Figure l is a perspective view showing fragmentarily a plurality of joists and an associated floor or ceiling, provided with bridging formed according to the invention;
Figure 2 in an enlarged perspective view of one of the bridging elements per se; and
Figure 3 is a transverse section, still further enlarged, on line 33 of Figure 2.
Nailed to a plurality of conventional joists are floor or ceiling boards 12. T o brace the joists, there are provided bridging elements 14 formed according to the present invention. These are located wherever desired along the length of the joists, and are usable to advantage in discharging the two main purposes of joist bridging which are, namely, the proper distribution of weight applied to the floor or ceiling, and the prevention of spread of the joists. The bridging elements are used at the center of a long span, but can be used elsewhere if desired.
Each bridging element 14 includes an elongated, straight, fiat top bar 16, and it will be understood in this regard that lighter metal can be used without sacrificing strength and rigidity by employing angle iron material' In this event, the ends of the angle iron would be flattened for nailing.
Formed in each end portion of the top bar 16 is a series of apertures 18, the apertures of the series extending longitudinally and centrally of the bar. The apertures permit the selective location of nails along the length of the top bar 16, the selection being made according to the distance between joist centers.
2,865,059 Patented Dec. 23, 1958 A short, flat bight portion 20, secured to the midlength portion of bar 16 by a rivet 22 or if desired by a bolt and nut, is formed medially between the ends of a bottom bar of inverted V shape. The bottom bar has straight legs 24, diverging downwardly from opposite ends of bight 20, and as shown in Figure 3 the legs, for the greater part of their lengths, are of V or U shaped cross section to impart rigidity thereto.
The respective legs 24 at their divergent ends are flattened as at 26, with the flattened parts 26 merging into horizontally, outwardly projecting, short extensions 28. Formed in the portions 26, 28 are openings 30, there being at the outer end of each leg a longitudinal series of said openings continuing through both the extension 28 and portion 26.
At least some of the apertures of the top bar 16 are aligned with corresponding apertures of the respective extensions 28 along lines perpendicular to the respective planes of the top bar and extensions. In the illustrated example, thus, the apertures 34) formed in the extensions 28 are aligned with those two apertures 18 nearest the corresponding end of the top bar 16. As a result, when the device is in operative relationship to a joist 10, corresponding, aligned apertures 18, 30 will be disposed at corresponding locations on the top and bottom surfaces of the joist 10.
Initially, the extensions 28 would be coplanar with the portions 26, but would be bendable along lines 32 extending transversely of the legs, to engage against the bottom of the joists 10 when the bridging is applied.
It will be seen that the construction provides a particularly strong bridging between floor and ceiling joists which will permit the passage of conduits even if the conduits are of maximum diameter.
In use of the bridging, the bar 16 is nailed across the top of the joists as shown in Figure l, with nails being directed through selected openings 18. After the flooring or sheathing 12 is laid, the legs 24 are engaged tightly at their divergent ends against the bottoms of the joists, with extensions 28 being bent as necessary, and extensions 28 are then nailed to the joists through apertures 30.
As previously noted, a rivet 22 is employed to connect the top and bottom bars. However, if a bolt and nut are 'used, these could be left loose initially, to be tightened after the bridging is installed.
The apertures 18, 20 are so spaced so as to permit the bridging to be used on joists spaced from twelve to sixteen inches apart from center to center. The legs 24, in this connection, can be bent if necessary to selected angular relationship to locate the divergent ends thereof the necessary distance apart.
Further, the design is such that the article may be delivered to the user without any bends whatever in the metal, to facilitate handling and shipping.
The metal is sufficiently light to permit the workman to bend the same with his fingers when installing the bridging.
It will be seen that should, for example, adjacent joists tend to warp or bend to change the distance between each other, the pressures resulting would be transmitted through the legs 24 to the point of connection of the legs to the top bar. The top bar itself resists suchpressures, further, since it extends in a straight line between the joists, perpendicularly to the length and planes of the:
scribed, since such construction is only intended to be illustrative of the principles, it being considered that the invention comprehends any minor change in construction that may be permitted within the scope of the appended claims.
What is claimed is:
1. Ioist bridging comprising a straight top bar lying wholly in one plane and having at each end a longitudinal series of apertures for receiving fastening elements extending into the top surfaces of adjacent joists with the top bar extending between the joists perpendicularly to the length and planes thereof; and a bottom bar approximately in the shape of an inverted V having at its apex short, flat bight portions in face to face contact with and connected to the top bar, the bottom bar having legs formed at their outer ends each with an extension having a longitudinal series of apertures for receiving fastening elements extending into the bottom surfaces of said joists, the extensions lying in a common plane parallel to that of the top bar, some at least of the apertures of the top bar being aligned with corresponding apertures of the respective extensions along lines perpendicular to said planes of the extensions and top bar, at least the bottom bar being of material bendable along lines extending transversely of its end portions and bight, for bending of the legs of the bottom bar into selected angular relationships relative to one another and to the top bar, and for bending of the divergent ends of the legs along lines extending transversely thereof to provide said extensions bearing against the bottom surfaces of joists, while maintaining the extension in a common plane parallel to that of the top bar with the apertures of the top bar and extensions being maintained in alignment.
2. Joist bridging comprising a straight, elongated, fiat top bar having at each end a longitudinal series of apertures; and a bottom bar approximately in the shape of an inverted V having an apex portion in contact with and connected to the midlength portion of the top bar, said bottom bar including legs diverging downwardly from the connection of the bottom bar to the top bar, said legs terminating at their divergent ends in outwardly directed, flat extensions disposed in a common plane parallel to the plane of the top bar, said extensions being formed with longitudinal series of apertures some at least of which are aligned, along lines perpendicular to said planes, with corresponding apertures of the top bar.
3. Joist bridging comprising a straight, elongated, fiat top bar having at each end a longitudinal series of apertures; and a bottom bar approximately in the shape of an inverted V having an apex portion in contact with and connected to the midlength portion of the top bar, said bottom bar including legs diverging downwardly from the connection of the bottom bar to the top bar, said legs terminating at their divergent ends in outwardly directed, flat extensions disposed in a common plane parallel to the plane of the top bar, said extensions being formed with longitudinal series of apertures some at least of which are aligned, along lines perpendicular to said planes, with corresponding apertures of the top bar, said legs being respectively swingable upon said apex portion to effect selective adjustments in the spacing of the ex tensions from the ends of the top bar, to accommodate joists of different widths therebetween, the legs, at their free ends, being of a material bendable along a line extending transversely of the respective legs, for adjusting the legs of the respective legs following selective adjustments of the legs about the axis of the connection of the legs to the apex portion, whereby to maintain the corresponding apertures of the top bar and extensions in alignment with the extensions being maintained in a common plane parallel to that of the top bar.
References Cited in the file of this patent UNITED STATES PATENTS 138,029 Kirkup Apr. 22, 1873 951,348 Stragiotti Mar. 8, 1910 1,822,332 Bates Sept. 8, 1931 1,962,592 Hebeler et al. June 12, 1934 FOREIGN PATENTS 9,913 France Oct. 10, 1853 511,501 Canada Apr. 5, 1955
US577977A 1956-04-13 1956-04-13 Metal joist bridging Expired - Lifetime US2865059A (en)

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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3353320A (en) * 1965-11-10 1967-11-21 August R Grasis Structural member
US4016698A (en) * 1974-03-01 1977-04-12 United Steel Products Co. Bracing for stud walls
US5301486A (en) * 1991-12-13 1994-04-12 Western Interlok Systems, Ltd. Bracing system
US5893253A (en) * 1997-05-16 1999-04-13 E&E Engineering, Inc. Floor sag eliminator
US5974759A (en) * 1994-02-10 1999-11-02 Burger; Wilhelm Latticework beam for reinforcing cast walls or ceilings
US7305802B1 (en) 2004-01-08 2007-12-11 Plavidal Richard W Floor squeak eliminator and floor joist stiffening apparatus
US20110120051A1 (en) * 2003-10-28 2011-05-26 Best Joist Inc. Supporting system with bridging members
WO2013120165A1 (en) * 2012-02-17 2013-08-22 Global Utility Patent Corp. Structural reinforcement
US8756895B1 (en) 2012-12-12 2014-06-24 Int'l Truss Lock Systems, Inc. Truss reinforcement
WO2014176692A1 (en) * 2013-04-29 2014-11-06 Sidhu Geoffrey Cross braced joist hanger
US8966856B2 (en) 2009-11-13 2015-03-03 Int'l Structure Lock Systems Inc. Structural reinforcement
US20170073960A1 (en) * 2015-09-16 2017-03-16 Rhino Steel Corporation Systems and methods for bearing a load
US10329766B1 (en) 2017-12-27 2019-06-25 Michael Kollinger Structural cross bracing system
US20220298791A1 (en) * 2021-03-22 2022-09-22 Steve J. Szymanski Truss Bracing System

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US138029A (en) * 1873-04-22 Improvement in wrought-iron beams
US951348A (en) * 1909-03-23 1910-03-08 Pietro Stragiotti Structural metal shape.
US1822332A (en) * 1930-09-26 1931-09-08 Bates Expanded Steel Corp Joist bridging
US1962592A (en) * 1931-05-28 1934-06-12 Edward S Hebeler Method of forming bridging and a brace therefor
CA511501A (en) * 1955-04-05 G. Mitchell Frederick Floor structures

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US138029A (en) * 1873-04-22 Improvement in wrought-iron beams
CA511501A (en) * 1955-04-05 G. Mitchell Frederick Floor structures
US951348A (en) * 1909-03-23 1910-03-08 Pietro Stragiotti Structural metal shape.
US1822332A (en) * 1930-09-26 1931-09-08 Bates Expanded Steel Corp Joist bridging
US1962592A (en) * 1931-05-28 1934-06-12 Edward S Hebeler Method of forming bridging and a brace therefor

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3353320A (en) * 1965-11-10 1967-11-21 August R Grasis Structural member
US4016698A (en) * 1974-03-01 1977-04-12 United Steel Products Co. Bracing for stud walls
US5301486A (en) * 1991-12-13 1994-04-12 Western Interlok Systems, Ltd. Bracing system
US5974759A (en) * 1994-02-10 1999-11-02 Burger; Wilhelm Latticework beam for reinforcing cast walls or ceilings
US5893253A (en) * 1997-05-16 1999-04-13 E&E Engineering, Inc. Floor sag eliminator
US20110120051A1 (en) * 2003-10-28 2011-05-26 Best Joist Inc. Supporting system with bridging members
US7305802B1 (en) 2004-01-08 2007-12-11 Plavidal Richard W Floor squeak eliminator and floor joist stiffening apparatus
US8966856B2 (en) 2009-11-13 2015-03-03 Int'l Structure Lock Systems Inc. Structural reinforcement
WO2013120168A1 (en) * 2012-02-17 2013-08-22 Sidhu Geoffrey Rajay Structural reinforcement
WO2013120165A1 (en) * 2012-02-17 2013-08-22 Global Utility Patent Corp. Structural reinforcement
US8756895B1 (en) 2012-12-12 2014-06-24 Int'l Truss Lock Systems, Inc. Truss reinforcement
WO2014176692A1 (en) * 2013-04-29 2014-11-06 Sidhu Geoffrey Cross braced joist hanger
US9290926B2 (en) 2013-04-29 2016-03-22 Int'l Joist Armor Systems Inc. Cross braced joist hanger
US20170073960A1 (en) * 2015-09-16 2017-03-16 Rhino Steel Corporation Systems and methods for bearing a load
US10329766B1 (en) 2017-12-27 2019-06-25 Michael Kollinger Structural cross bracing system
US20220298791A1 (en) * 2021-03-22 2022-09-22 Steve J. Szymanski Truss Bracing System
US11512468B2 (en) * 2021-03-22 2022-11-29 Truss Brace Solutions, Llc Truss bracing system

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