US1204956A - Bridging for joists. - Google Patents

Bridging for joists. Download PDF

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Publication number
US1204956A
US1204956A US10810416A US10810416A US1204956A US 1204956 A US1204956 A US 1204956A US 10810416 A US10810416 A US 10810416A US 10810416 A US10810416 A US 10810416A US 1204956 A US1204956 A US 1204956A
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United States
Prior art keywords
members
bridging
joists
blank
disposed
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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
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US10810416A
Inventor
Edgar K Day
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.)
Wheeling Corrugating Co
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Wheeling Corrugating Co
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Publication date
Application filed by Wheeling Corrugating Co filed Critical Wheeling Corrugating Co
Priority to US10810416A priority Critical patent/US1204956A/en
Application granted granted Critical
Publication of US1204956A publication Critical patent/US1204956A/en
Anticipated expiration legal-status Critical
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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

  • This invention relates to bridging for joists, and it has for its primary object to provide a simple, inexpensive and strong brace or bridging composed wholly of sheetmetal.
  • a further object of the invention is to provide companion bridging members of sheet-metal, said members being permanently united and adapted to be disposed in crossed relation.
  • Figure 1 is a perspective view of a plurality of joists, showing my invention applied thereto;
  • Fig. 2 is an enlarged plan view of a sheet-metal blank cut and ready for forming;
  • Fig. 3 is a similar view of the shaped members;
  • Fig. 4 is a perspective view of the invention, the members being shown in crossed relation, as when applied to adjacent joists;
  • Fig. 5 is an enlarged section on line 5-5, Fig. 4.
  • Said members are adapted to be disposed in crossed relation and to be mounted in inclined cross-bracing position with respect to adj acent joists 3 of a building structure, each of said members having its opposite ends 4 fiat in form and inclined at an angle to the axis of its body so that they are adapted to seat for attachment upon the opposing faces of adjacent joists at points adjacent to the upper and lower edges, respectively, of the thus left which connects the two parts of the blank, which parts are then shaped to form the two members 1 and 2 which are then per-v mitted to remain in parallel relation, as shown in Fig. 3, until such time as they are to be applied for use, when they are relatively turned to occupy substantially the positions shown in Fig. 4.
  • the tie 6 serves to retain the members in their proper relation when the last-ment
  • a bridging composed of a single sheetmetal' blank and consisting of a pair of similarly shaped brace members formed by two longitudinally disposed incisions produced at opposite sides of the median line of the blank and extending from opposite ends to points slightly past the middle of said blank, to leave a slender unseveredportion whereby said members are permanently connected, said members being adapted for turning into relatively crossed relation.
  • a bridging for joists consisting of a pair of similarly shaped brace members out from a single sheet-metal blank, said members being disposed edge to edge in parallel alinement, and a slender unsevered integral connecting tie disposed intermediate said members substantially midway between their ends, said members being adapted to be disposed in relatively crossed position with said tie maintaining their closely associated relation.

Description

E. K. DAY.
BRIDGING FOR JOISTS.
APPLICATION FILED JULY 8. 1916.
1,204,956. Patented Nov. 14, 1916.
Emovmtoz MW elf Mug STATES PATENT OFFICE.
EDGAR K. DAY, OF WHEELING, WEST VIRGINIA, ASSIGNOR TO WHEELING CORRU- GATING COMPANY, OF WHEELING, WEST VIRGINIA, A CORPORATION OF WEST VIRGINIA.
BRIDGING FOR J OISTS.
Specification of Letters Patent.
Patented Nov. 14, 1916.
Application filed July 8, 1916. Serial N 0. 108,104.
To all whom it may concern Be it known that I, EDGAR K. DAY, a citizen of the United States of' America, and resident of Wheeling, county of Ohio, and State of West Virginia, have invented certain new and useful Improvements in Bridging for Joists, of which the following is a specification.
This invention relates to bridging for joists, and it has for its primary object to provide a simple, inexpensive and strong brace or bridging composed wholly of sheetmetal.
A further object of the invention is to provide companion bridging members of sheet-metal, said members being permanently united and adapted to be disposed in crossed relation.
With these and other objects in view, the invention. resides in the features of construction which will hereinafter be fully described, reference being had to the accompanying drawings, in which Figure 1 is a perspective view of a plurality of joists, showing my invention applied thereto; Fig. 2 is an enlarged plan view of a sheet-metal blank cut and ready for forming; Fig. 3 is a similar view of the shaped members; Fig. 4 is a perspective view of the invention, the members being shown in crossed relation, as when applied to adjacent joists; and Fig. 5 is an enlarged section on line 5-5, Fig. 4.
Referring to said drawings, in which like designating characters distinguish like parts throughout the several views-1 and 2 indicate bridging memberscotnposed of sheetmetal and each of which is substantially V-shaped in cross section, as shown in Fig. 5. Said members are adapted to be disposed in crossed relation and to be mounted in inclined cross-bracing position with respect to adj acent joists 3 of a building structure, each of said members having its opposite ends 4 fiat in form and inclined at an angle to the axis of its body so that they are adapted to seat for attachment upon the opposing faces of adjacent joists at points adjacent to the upper and lower edges, respectively, of the thus left which connects the two parts of the blank, which parts are then shaped to form the two members 1 and 2 which are then per-v mitted to remain in parallel relation, as shown in Fig. 3, until such time as they are to be applied for use, when they are relatively turned to occupy substantially the positions shown in Fig. 4. As is obvious, the tie 6 serves to retain the members in their proper relation when the last-mentioned positions are assumed.
What is claimed is- 1. A bridging composed of a single sheetmetal' blank and consisting of a pair of similarly shaped brace members formed by two longitudinally disposed incisions produced at opposite sides of the median line of the blank and extending from opposite ends to points slightly past the middle of said blank, to leave a slender unseveredportion whereby said members are permanently connected, said members being adapted for turning into relatively crossed relation.
2. A bridging for joists consisting of a pair of similarly shaped brace members out from a single sheet-metal blank, said members being disposed edge to edge in parallel alinement, and a slender unsevered integral connecting tie disposed intermediate said members substantially midway between their ends, said members being adapted to be disposed in relatively crossed position with said tie maintaining their closely associated relation.
In testimony whereof, I aflix my signature in presence of two subscribing witnesses.
EDGAR K. DAY.
Witnesses:
H. E. Donner. W. F. Kusrm.
US10810416A 1916-07-08 1916-07-08 Bridging for joists. Expired - Lifetime US1204956A (en)

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US10810416A US1204956A (en) 1916-07-08 1916-07-08 Bridging for joists.

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US10810416A US1204956A (en) 1916-07-08 1916-07-08 Bridging for joists.

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Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2803045A (en) * 1953-11-12 1957-08-20 Harlow E Horner Joist brace
US4596101A (en) * 1984-06-22 1986-06-24 Brinker Sheridan F Continuous unfolding spacing tie
US4604845A (en) * 1984-06-22 1986-08-12 Brinker Sheridan F Continuous pivoted spacing tie
US4794746A (en) * 1987-02-27 1989-01-03 Ramer James L Joist bridging
US5850721A (en) * 1997-05-30 1998-12-22 Cross Bridging Ltd. Joist bridging
US6131359A (en) * 1998-12-15 2000-10-17 Duff; Owen D. Stiffening clips for floor joists and method for using the same
US20030079419A1 (en) * 2001-10-30 2003-05-01 Simpson Strong-Tie Company, Inc. Strap holding device
US6615559B2 (en) 1998-12-11 2003-09-09 Owens Corning Fiberglas Technology, Inc. Resilient construction member, especially a unitary construction member
US6634155B2 (en) 1998-12-11 2003-10-21 Owens Corning Fiberglas Technology, Inc. Self-jigging resilient construction member and retrofit system using same
US6993882B2 (en) 2000-12-03 2006-02-07 Simpson Strong-Tie Company, Inc. Truss spacer and brace
US8443568B2 (en) 2010-12-23 2013-05-21 Simpson Strong-Tie Company, Inc. Adjustable hip-end purlin
US8683772B2 (en) 2008-06-02 2014-04-01 Simpson Strong-Tie Company, Inc. Truss mounting brace
US20160230408A1 (en) * 2014-03-19 2016-08-11 Martin J. Rotter Shear tie system for vented roof ridge
US10036159B2 (en) 2015-09-17 2018-07-31 Martin J. Rotter Shear transfer system

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2803045A (en) * 1953-11-12 1957-08-20 Harlow E Horner Joist brace
US4596101A (en) * 1984-06-22 1986-06-24 Brinker Sheridan F Continuous unfolding spacing tie
US4604845A (en) * 1984-06-22 1986-08-12 Brinker Sheridan F Continuous pivoted spacing tie
US4794746A (en) * 1987-02-27 1989-01-03 Ramer James L Joist bridging
US5850721A (en) * 1997-05-30 1998-12-22 Cross Bridging Ltd. Joist bridging
US6615559B2 (en) 1998-12-11 2003-09-09 Owens Corning Fiberglas Technology, Inc. Resilient construction member, especially a unitary construction member
US6634155B2 (en) 1998-12-11 2003-10-21 Owens Corning Fiberglas Technology, Inc. Self-jigging resilient construction member and retrofit system using same
US6711867B1 (en) 1998-12-11 2004-03-30 Owens Corning Fiberglas Technology, Inc. Self-jigging resilient construction member and retrofit system using same
US6131359A (en) * 1998-12-15 2000-10-17 Duff; Owen D. Stiffening clips for floor joists and method for using the same
US6993882B2 (en) 2000-12-03 2006-02-07 Simpson Strong-Tie Company, Inc. Truss spacer and brace
US6877291B2 (en) 2001-10-30 2005-04-12 Simpson Strong-Tie Company, Inc. Strap holding device
US6988346B2 (en) 2001-10-30 2006-01-24 Simpson Strong-Tie Company, Inc. Strap holding device
US20030079419A1 (en) * 2001-10-30 2003-05-01 Simpson Strong-Tie Company, Inc. Strap holding device
US8683772B2 (en) 2008-06-02 2014-04-01 Simpson Strong-Tie Company, Inc. Truss mounting brace
US8443568B2 (en) 2010-12-23 2013-05-21 Simpson Strong-Tie Company, Inc. Adjustable hip-end purlin
US20160230408A1 (en) * 2014-03-19 2016-08-11 Martin J. Rotter Shear tie system for vented roof ridge
US20170159315A1 (en) * 2014-03-19 2017-06-08 Martin J. Rotter Shear tie system for vented roof ridge
US9790680B2 (en) * 2014-03-19 2017-10-17 Martin J. Rotter Shear tie system for vented roof ridge
US10138647B2 (en) * 2014-03-19 2018-11-27 Martin J. Rotter Shear tie system for vented roof ridge
US10036159B2 (en) 2015-09-17 2018-07-31 Martin J. Rotter Shear transfer system
US10570614B2 (en) 2015-09-17 2020-02-25 Martin J. Rotter Shear transfer system

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