CA2491194A1 - Floor system with steel joists having openings with edge reinforcements and method - Google Patents
Floor system with steel joists having openings with edge reinforcements and method Download PDFInfo
- Publication number
- CA2491194A1 CA2491194A1 CA002491194A CA2491194A CA2491194A1 CA 2491194 A1 CA2491194 A1 CA 2491194A1 CA 002491194 A CA002491194 A CA 002491194A CA 2491194 A CA2491194 A CA 2491194A CA 2491194 A1 CA2491194 A1 CA 2491194A1
- Authority
- CA
- Canada
- Prior art keywords
- web
- openings
- floor
- flange
- flanges
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice 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
- 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
- E04C3/09—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 at least partly of bent or otherwise deformed strip- or sheet-like material
-
- 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
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
-
- 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
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
- E04C2003/0421—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
-
- 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
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
- E04C2003/0434—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
-
- 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
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0452—H- or I-shaped
-
- 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
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0473—U- or C-shaped
-
- 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
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
- E04C2003/0482—Z- or S-shaped
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Floor Finish (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
A steel joist member for use in supporting floor structures giving great strength and convenience and improved acoustical performance having a web defining side edges and an axis, a flange on at least one side edge, openings through said web at spaced intervals therealong, having rounded ends and parallel linear sides, portions of said web displaced from said opening remaining attached integrally to the web by bend lines formed on the linear sides of the openin g along axes parallel to the web axis, and forming reinforcing channels alongside the opposite sides of the opening. Also disclosed is a composite joist member made up of two such members joined together back to back with their openings in registration creating an H shape or an I shape. Also disclosed is a rim member for supporting the composite joists to form a floor structure. Also disclosed is a method of making such a floor joist member. Also disclosed is a floor panel system wherein floor panels can be prefabricated in a factory and transported to a construction site ready for installation i n a building.
Claims (18)
1. A steel joist member for use in floor structures and having reduced weight, and improved acoustical performance characteristics as compared with solid web steel joists, and comprising;
a web defining side edges and an axis;
a flange on at least one side edge;
openings through said web at spaced intervals therealong, of generally elongated oval shape, and defining curved ends and opposed linear sides;
edge flanges extending around said opening substantially at right angles thereto;
two bracing lip portions of said web being displaced from said opening and remaining attached integrally by edge flanges to said web along opposite linear sides of said opening;
a right angle bend in each said lip portion bent parallel to but displaced away from said web, thereby forming said lip portions into channel shapes in section for strengthening said joist in the regions of said openings.
a web defining side edges and an axis;
a flange on at least one side edge;
openings through said web at spaced intervals therealong, of generally elongated oval shape, and defining curved ends and opposed linear sides;
edge flanges extending around said opening substantially at right angles thereto;
two bracing lip portions of said web being displaced from said opening and remaining attached integrally by edge flanges to said web along opposite linear sides of said opening;
a right angle bend in each said lip portion bent parallel to but displaced away from said web, thereby forming said lip portions into channel shapes in section for strengthening said joist in the regions of said openings.
2. A steel joist member as claimed in claim 1 including depressions formed in said web at spaced intervals, and openings formed in said depressions to reduce sound transfer through the joist.
3. A steel joist member as claimed in claim 1 wherein there are two said flanges one on each side of said web, being formed normal to said web, and lips formed along said flanges normal to said flanges.
4. A steel joist member as claimed in claim 1 said openings are identical and symmetrical, and are arranged in uniform aligned orientation and define between them transverse struts extending transversely across said web.
5. A steel joist member as claimed in claim 4 including openings formed in said web at opposite ends of each said strut.
6. A steel joist member as claimed in claim 5 including an embedment flange formed on a said edge flange on said one side of said web whereby to permit embedment in a concrete panel.
7. A composite joist member formed of two steel joist members as claimed in claim 1, said two joist members being arranged back to back with their respective flanges extending away from one another, and with their openings registering with one another to form a composite joist member
8. A steel joist as claimed in claim 1 for partial embedment in concrete and including an angled flange formed with openings for flow of concrete therethrough, and a locking strip formed along said angled flange.
9. A floor system for supporting a floor and comprising;
a plurality of composite steel joist member made up of two steel joists each said steel joist in turn comprising;
a web defining side edges and an axis;
a side flange on at least one side edge;
openings through said web at spaced intervals therealong, each said opening being of generally elongated oval shape, and defining curved ends and opposed linear sides;
edge flanges extending around each said opening substantially at right angles thereto;
two bracing lip portions of said web being displaced from said opening and remaining attached integrally by edge flanges to said web along opposite linear sides of said opening;
a right angle bend in each said lip portion bent parallel to but displaced away from said web, thereby forming said lip portions into channel shapes in section for strengthening said joist in the regions of said openings;
at least two rim members, each said rim member in turn comprising;
a web, and a support flange extending from said web at right angles;
a top flange for engaging a wall structure;
a plurality of tabs displaced from said web, for attachment to respective said composite joist members.
a plurality of composite steel joist member made up of two steel joists each said steel joist in turn comprising;
a web defining side edges and an axis;
a side flange on at least one side edge;
openings through said web at spaced intervals therealong, each said opening being of generally elongated oval shape, and defining curved ends and opposed linear sides;
edge flanges extending around each said opening substantially at right angles thereto;
two bracing lip portions of said web being displaced from said opening and remaining attached integrally by edge flanges to said web along opposite linear sides of said opening;
a right angle bend in each said lip portion bent parallel to but displaced away from said web, thereby forming said lip portions into channel shapes in section for strengthening said joist in the regions of said openings;
at least two rim members, each said rim member in turn comprising;
a web, and a support flange extending from said web at right angles;
a top flange for engaging a wall structure;
a plurality of tabs displaced from said web, for attachment to respective said composite joist members.
10. A floor system for supporting a floor as claimed in Claim 9 wherein said composite joist members are formed with embedment flanges and locking strips along one of their sides, and wherein a portion of said embedment flanges and locking strips are removed adjacent said tabs, to facilitate interconnection with said tabs.
11. A floor system for supporting a floor as claimed in Claim 9 wherein said rim member is formed with abutments for engaging sides of said composite joist members.
12. A floor system for supporting a floor as claimed in Claim 9 wherein said rim members incorporate an upstanding edge flange.
13. A floor system for supporting a floor as claimed in Claim 9 wherein said rim members incorporate an downward edge flange.
14. A floor system for supporting a floor as claimed in Claim 9 wherein said top flanges of said rim members incorporate upstanding embedment loops.
15. A floor system for supporting a floor as claimed in Claim 9 wherein said joist members and said rim members are assembled into a prefabricated panel ready for delivery to a building site.
16. A floor system as claimed in claim 15 and including an embedment flange formed on a said edge flange on said one side of said web whereby to permit embedment in a concrete panel, and a concrete slab poured and set embedding said embedment flanges.
17. A method of making a composite steel joist member formed of two steel joists each having a web and side edges, and a flange along at least one said side edge, and openings through said web, said method characterized by the steps of;
forming said openings which are identical and symmetrical spaced along said web at spaced intervals therealong, with portions of said web being displaced to one side of said opening leaving two side portions attached to said web, and, forming said side portions by bending said side portions along bend lines parallel to the web axis, to define channel shapes in section, and arranging said two joists back to back with their openings in registration with one another.
forming said openings which are identical and symmetrical spaced along said web at spaced intervals therealong, with portions of said web being displaced to one side of said opening leaving two side portions attached to said web, and, forming said side portions by bending said side portions along bend lines parallel to the web axis, to define channel shapes in section, and arranging said two joists back to back with their openings in registration with one another.
18. A method of making a composite steel joist member as claimed in claim 17 and including the step of forming struts extending transversely across said web between said openings and forming openings in said web adjacent each end of each strut.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
US11/020,242 | 2004-12-27 | ||
US11/020,242 US20060150548A1 (en) | 2004-12-27 | 2004-12-27 | Floor system with stell joists having openings with edge reinforcements and method |
Publications (2)
Publication Number | Publication Date |
---|---|
CA2491194A1 true CA2491194A1 (en) | 2006-06-27 |
CA2491194C CA2491194C (en) | 2011-04-05 |
Family
ID=36614429
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA2491194A Active CA2491194C (en) | 2004-12-27 | 2004-12-29 | Floor system with steel joists having openings with edge reinforcements and method |
Country Status (6)
Country | Link |
---|---|
US (1) | US20060150548A1 (en) |
CN (1) | CN100419184C (en) |
CA (1) | CA2491194C (en) |
EA (1) | EA011532B1 (en) |
UA (1) | UA88668C2 (en) |
WO (1) | WO2006069435A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8381469B2 (en) | 2010-04-08 | 2013-02-26 | Dizenio, Inc. | Cold formed joist |
Families Citing this family (26)
Publication number | Priority date | Publication date | Assignee | Title |
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US20090205285A1 (en) * | 2008-02-15 | 2009-08-20 | Lightweight Structures, Llc (A Wisconsin Limited Liability Company) | Composite floor systems and apparatus for supporting a concrete floor |
GB2459358B (en) * | 2009-04-09 | 2010-06-02 | Beattie Passive Build System Ltd | Building and method of constructing a building |
CA2668945A1 (en) * | 2009-05-13 | 2010-11-13 | Ernest R. Bodnar | Open web stud with low thermal conductivity and screw receiving grooves |
CA2671647A1 (en) * | 2009-07-10 | 2011-01-10 | Ernest R. Bodnar | Composite panel and stud and dual slab panel and method |
WO2011139401A2 (en) * | 2010-05-04 | 2011-11-10 | Plattforms, Inc. | Precast composite structural girder and floor system |
US9834940B2 (en) * | 2010-05-06 | 2017-12-05 | 9344-8462 Québec Inc. | Modular building structures improvements |
US20120047834A1 (en) * | 2010-08-26 | 2012-03-01 | Burnco Manufacturing Inc. | Cold formed stud |
US8863477B2 (en) * | 2010-08-26 | 2014-10-21 | Dizenio Inc. | Cold formed stud and method of use |
JP5908282B2 (en) * | 2012-01-08 | 2016-04-26 | 大和ハウス工業株式会社 | Steel beam through hole reinforcement design method and reinforcement design support device |
US8943776B2 (en) * | 2012-09-28 | 2015-02-03 | Ispan Systems Lp | Composite steel joist |
FR2996868B1 (en) * | 2012-10-16 | 2014-12-19 | Bacacier Profilage | METALLIC AMOUNT FOR A BUILDING PARTITION, AND A BUILDING PARTITION COMPRISING AT LEAST ONE SUCH AMOUNT |
CN103276839B (en) * | 2013-06-08 | 2015-10-28 | 北京工业大学 | The how high-rise assembled steel framework-eccentrical braces of a kind of hollow irregular column |
CN103437498B (en) * | 2013-09-12 | 2016-04-20 | 南京工业大学 | Profiled steel sheet combination beam with continuous hanging rib reinforcing web plate for punching and manufacturing and mounting method |
WO2016004474A1 (en) | 2014-07-07 | 2016-01-14 | Rockhouse International Pty Ltd | Frame systems for building structures |
CN104120828A (en) * | 2014-07-13 | 2014-10-29 | 张跃 | A joist |
CN104264898B (en) * | 2014-08-21 | 2016-04-27 | 四川金锋建设有限公司 | A kind of porous threading girder steel |
USD757521S1 (en) * | 2014-09-30 | 2016-05-31 | Oscar Rosner | Joist support |
DE202014105633U1 (en) * | 2014-11-21 | 2015-02-12 | Richter-System Gmbh & Co. Kg | Profile for a ventilated roof construction |
LT6370B (en) * | 2015-06-10 | 2017-03-10 | Uab Aldrea | Beam component for use in technical construction, construction kit and method of connecting beam components |
WO2018114821A1 (en) * | 2016-12-21 | 2018-06-28 | Kistler Holding Ag | Receptacle arrangement for installation in a road surface and method for installing this receptacle arrangement in a road surface |
US20190323282A1 (en) * | 2018-04-18 | 2019-10-24 | Assa Abloy Entrance Systems Ab | Strut for windload door |
CN108951982A (en) * | 2018-07-24 | 2018-12-07 | 肇庆三乐集成房屋制造有限公司 | Assembly concrete superposed floor plate and its construction method based on cement fibrolite plate composite reinforcing steel bar skeleton |
ES2779062A1 (en) * | 2019-02-13 | 2020-08-13 | Univ Valladolid | STRUCTURAL ELEMENT WITH ACCESS TO FACILITIES COMPONENTS BY ALMA AND MANUFACTURING METHOD (Machine-translation by Google Translate, not legally binding) |
WO2020183056A1 (en) * | 2019-03-13 | 2020-09-17 | Peikko Group Oy | Method for constructing a closed steel sheet structure and closed steel sheet structure |
US20220145628A1 (en) * | 2019-04-10 | 2022-05-12 | Speedfloor Limited | Building panel |
CN111677321B (en) * | 2020-06-04 | 2021-10-08 | 江苏文博建筑设计有限公司 | Assembled building reinforced structure |
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CA2404320C (en) * | 2002-09-30 | 2005-02-08 | Ernest R. Bodnar | Steel stud with openings and edge formations and method |
CA2455071C (en) * | 2003-11-24 | 2011-11-15 | Michael Strickland | Segmented cold formed joist |
-
2004
- 2004-12-27 US US11/020,242 patent/US20060150548A1/en not_active Abandoned
- 2004-12-29 CA CA2491194A patent/CA2491194C/en active Active
-
2005
- 2005-12-12 CN CNB2005101314312A patent/CN100419184C/en not_active Expired - Fee Related
- 2005-12-14 WO PCT/CA2005/001898 patent/WO2006069435A1/en not_active Application Discontinuation
- 2005-12-14 UA UAA200708592A patent/UA88668C2/en unknown
- 2005-12-14 EA EA200701334A patent/EA011532B1/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8381469B2 (en) | 2010-04-08 | 2013-02-26 | Dizenio, Inc. | Cold formed joist |
Also Published As
Publication number | Publication date |
---|---|
WO2006069435A1 (en) | 2006-07-06 |
EA200701334A1 (en) | 2007-10-26 |
CN100419184C (en) | 2008-09-17 |
UA88668C2 (en) | 2009-11-10 |
CA2491194C (en) | 2011-04-05 |
CN1796698A (en) | 2006-07-05 |
EA011532B1 (en) | 2009-04-28 |
US20060150548A1 (en) | 2006-07-13 |
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