US20030115827A1 - Reinforced steel beam and hybrid joist - Google Patents

Reinforced steel beam and hybrid joist Download PDF

Info

Publication number
US20030115827A1
US20030115827A1 US10/035,848 US3584801A US2003115827A1 US 20030115827 A1 US20030115827 A1 US 20030115827A1 US 3584801 A US3584801 A US 3584801A US 2003115827 A1 US2003115827 A1 US 2003115827A1
Authority
US
United States
Prior art keywords
web
accordance
flanges
joist
groove
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.)
Abandoned
Application number
US10/035,848
Inventor
Jai Sim
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 US10/035,848 priority Critical patent/US20030115827A1/en
Publication of US20030115827A1 publication Critical patent/US20030115827A1/en
Abandoned 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
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/292Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
    • 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
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material

Abstract

The I-beam or joist is reinforced with corrugation on its web to form triangular pattern of trust structure. It can also reduce weight by punching holes in between corrugations. This not only reduce weight, but also provide space for utilities lines, which offer more overhead room, better architectural design, and lower construction cost.
The reinforced metal web is further employed in metal-wood hybrid joist with wood flanges, which is light in weight, provides space for utility lines, and also other materials like panels can be nailed to the flanges.

Description

    BACKGROUND OF THE INVENTION
  • There are numerous kinds of Heavy Weight Steel Beam and Light Weight Floor Joist being used in building constructions. [0001]
  • First, existing Heavy Weight Steel Beams are strong enough to support dead load and live load of the building, but required many columns near the ground level because of their own weight. Also the heavier and higher level weight of them is very disadvantageous in case of earthquake. Reducing building weight is very important for lower cost, structural strength and better safety against earthquake. [0002]
  • Second, There are Light Weight Joists for wood construction, typically trust joist and solid web joist. Trust joists are usually used for light load such as roof and not strong enough to support floor load. Solid web joists are typically made of plywood web and wooden flanges and strong enough to support floor load. But they don't have any space for utility lines through so that workers have to drill the holes on the web, and those holes weaken the structural strength resulting violation of local building codes sometimes. [0003]
  • Therefore, there is need for light weight beam or joist, which is strong enough even with holes for utility lines. [0004]
  • BRIEF SUMMARY OF THE INVENTION
  • The objective of the present invention is to reinforce beam or joist to obtain more strength. To obtain strength, the metal web of the beam or joist is corrugated in oblique angle or combination of angles to form triangular patterns effecting trust structure on flat sheet panel. [0005]
  • Another objective is achieved by punching holes in between corrugations to reduce weight and provide space for utility lines through beam or joist that can save overhead room, enable better architectural design and lower construction cost. [0006]
  • Further objective is to utilize this reinforced sheet metal web with wooden flanges to produce light-weight, metal-wood hybrid joist. This hybrid joist offers great versatility since other materials like panels can be nailed down onto wooden flanges. [0007]
  • BRIEF DESCRITION OF THE DRAWINGS
  • FIG. 1 is a perspective view of corrugation reinforced steel beam. [0008]
  • FIG. 1A is vertical section view taken along the line A in FIG. 1. [0009]
  • FIG. 1B is horizontal section view taken along the line B in FIG. 1. [0010]
  • FIG. 2A and 2B are side elevation view of the beam showing various patterns of trust with combinations of angles and punched holes. [0011]
  • FIG. 3 is a perspective view of corrugation reinforced hybrid joist. [0012]
  • FIG. 3A is enlarged view of circled area A in FIG. 3 showing side edge of the web. [0013]
  • FIG. 4 is enlarged vertical section view of the web joining in the groove of flange with fishing-hook like spikes.[0014]
  • DETAILED DESCRITION OF PREFERED EMBODIMENT
  • As shown in FIG. 1, a beam is made of a pair of upper and [0015] lower flanges 10 connected by web 20. The metal web 20 is pressed to form corrugates 30 in sizes and numbers as per strength required. FIG. 1A is vertical section view of such corrugated beam taken along the line A in FIG. 1, and FIG. 1B is a horizontal section view of such corrugated beam taken along line B in FIG. 1.
  • The [0016] corrugation 30 forms triangular pattern of trust structure on web 20 by various combinations of angles as shown in FIG. 2A and 2B. The pattern can be ‘W’ shaped trust pattern as shown in FIG. 2A or ‘N’ shaped trust pattern as shown in FIG. 2B.
  • [0017] Holes 31, 32 can be punched on the flat spaces in between corrugations 30 in sizes and shapes as per engineering allows such as triangular shape 31 or round shape 32 to reduce weight and provide utility line space.
  • Metal-Wood hybrid joist has flange made of [0018] wood 11 as shown in FIG. 3, and having groove 12 routed in alignment of facing flange. These grooves fit with the edge 21 of web 20, on which fishing-hook like spikes 22 are punched. FIG. 3A is enlarged view of circled area A in FIG. 3, showing details of the side edge of web 21 with spikes 22.
  • The [0019] side edge 21 of the web 20 is fitted into groove 12 of wooden flange 11 as shown in FIG. 4. The fishing-hook like spikes 22 are made along the both side of side edge 21 of web 20, where the surface completely fits inside the groove 12. The spikes 22 have shape of thorn, leaning to the direction toward the center of the web 20, thus easily pushed into the groove 12, but locked inside against the force to pull them back just like fishing-hook.
  • Corrugated [0020] 30 and spiked 22 web then assembled with wooden flanges 11 by press or pressure rollers. The grooved joint 12 of the web and flange can be secured with glue.

Claims (9)

What is claimed is:
1. A structural member of beam, comprising;
a pair of spaced flanges facing each other, connected with intervening web having substantially uniform thickness;
repeating patterns of corrugation on the web intermediate the flanges in combination of angles which form triangular pattern of trust structure.
2. A member in accordance with claim 1, in which the corrugations are in alternating oblique angles in opposite direction, which form ‘W’ shaped trust pattern.
3. A member in accordance with claim 1, in which the corrugations are in repeating combination of right angle and oblique angles to longitudinal direction, which form ‘N’ shaped trust pattern.
4. A member in accordance with claim 1, in which the web having punched holes in between the corrugations.
5. A member in accordance with claim 1, in which the flanges are made of wood.
6. A member in accordance with claim 5, in which the wooden flanges each having groove extending longitudinally thereof in alignment of facing groove of the other flange, as receptacle to the web.
7. A member in accordance with claim 6, in which the web has fishing-hook like spikes leaning to the direction toward the center of the web on its side edges, which fit into and lock in the groove of flange.
8. A member in accordance with claim 6, in which the web is fit into groove of the flange and secured with glue.
9. A member in accordance with claim 6, in which the flanges are made of veneer lumber.
US10/035,848 2001-12-26 2001-12-26 Reinforced steel beam and hybrid joist Abandoned US20030115827A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
US10/035,848 US20030115827A1 (en) 2001-12-26 2001-12-26 Reinforced steel beam and hybrid joist

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
US10/035,848 US20030115827A1 (en) 2001-12-26 2001-12-26 Reinforced steel beam and hybrid joist

Publications (1)

Publication Number Publication Date
US20030115827A1 true US20030115827A1 (en) 2003-06-26

Family

ID=21885151

Family Applications (1)

Application Number Title Priority Date Filing Date
US10/035,848 Abandoned US20030115827A1 (en) 2001-12-26 2001-12-26 Reinforced steel beam and hybrid joist

Country Status (1)

Country Link
US (1) US20030115827A1 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070022707A1 (en) * 2005-03-31 2007-02-01 The Boeing Company Composite structural member having an undulating web and method for forming same
CN103703196A (en) * 2011-07-01 2014-04-02 乌尔玛Cye,S.公司 Structural member adapted to support a formwork
US20140311829A1 (en) * 2013-04-23 2014-10-23 DDI, Inc. Tree stand
RU2633721C1 (en) * 2016-08-24 2017-10-17 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Wooden beam
US20190343109A1 (en) * 2017-04-17 2019-11-14 Doran Ray Bittner Tree stand
USD872875S1 (en) * 2015-11-04 2020-01-14 Pinkwood Ltd. I-joist
US20220145631A1 (en) * 2019-02-18 2022-05-12 Atricon Ab Building stud, wall structure comprising such a building stud and a method for forming a wall structure
RU2796282C1 (en) * 2022-10-06 2023-05-22 Федеральное государственное бюджетное образовательное учреждение высшего образования "Хакасский государственный университет им. Н.Ф. Катанова" Plank beam

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4195462A (en) * 1975-03-14 1980-04-01 Wood I Systems, Inc. Fabricated wood structural member
US4715162A (en) * 1986-01-06 1987-12-29 Trus Joist Corporation Wooden joist with web members having cut tapered edges and vent slots
US5588273A (en) * 1995-02-06 1996-12-31 Csagoly; Paul F. Structural beam
US6170218B1 (en) * 1998-03-06 2001-01-09 Mga Construction Hardware & Steel Fabricating Ltd. Joist bracing apparatus
US6173550B1 (en) * 1993-03-24 2001-01-16 Daniel A. Tingley Wood I-beam conditioned reinforcement panel
US6421967B1 (en) * 1999-10-29 2002-07-23 John D. Wlaker Space enclosure
US6526723B2 (en) * 2001-04-27 2003-03-04 Westbay Holdings, Llc Draft block system

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4195462A (en) * 1975-03-14 1980-04-01 Wood I Systems, Inc. Fabricated wood structural member
US4715162A (en) * 1986-01-06 1987-12-29 Trus Joist Corporation Wooden joist with web members having cut tapered edges and vent slots
US6173550B1 (en) * 1993-03-24 2001-01-16 Daniel A. Tingley Wood I-beam conditioned reinforcement panel
US5588273A (en) * 1995-02-06 1996-12-31 Csagoly; Paul F. Structural beam
US6170218B1 (en) * 1998-03-06 2001-01-09 Mga Construction Hardware & Steel Fabricating Ltd. Joist bracing apparatus
US6421967B1 (en) * 1999-10-29 2002-07-23 John D. Wlaker Space enclosure
US6526723B2 (en) * 2001-04-27 2003-03-04 Westbay Holdings, Llc Draft block system

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070022707A1 (en) * 2005-03-31 2007-02-01 The Boeing Company Composite structural member having an undulating web and method for forming same
US7818945B2 (en) * 2005-03-31 2010-10-26 The Boeing Company Composite structural member having an undulating web and method for forming same
CN103703196A (en) * 2011-07-01 2014-04-02 乌尔玛Cye,S.公司 Structural member adapted to support a formwork
US20140311829A1 (en) * 2013-04-23 2014-10-23 DDI, Inc. Tree stand
USD872875S1 (en) * 2015-11-04 2020-01-14 Pinkwood Ltd. I-joist
RU2633721C1 (en) * 2016-08-24 2017-10-17 Федеральное государственное бюджетное образовательное учреждение высшего образования "Петербургский государственный университет путей сообщения Императора Александра I" Wooden beam
US20190343109A1 (en) * 2017-04-17 2019-11-14 Doran Ray Bittner Tree stand
US20220145631A1 (en) * 2019-02-18 2022-05-12 Atricon Ab Building stud, wall structure comprising such a building stud and a method for forming a wall structure
US11814844B2 (en) * 2019-02-18 2023-11-14 Atricon Ab Building stud, wall structure comprising such a building stud and a method for forming a wall structure
RU2796282C1 (en) * 2022-10-06 2023-05-22 Федеральное государственное бюджетное образовательное учреждение высшего образования "Хакасский государственный университет им. Н.Ф. Катанова" Plank beam

Similar Documents

Publication Publication Date Title
US4937998A (en) Structural member
US20140311082A1 (en) Modular wall stud brace
US9670676B2 (en) Truss
EP1760212B1 (en) Skewed girder tie
CA2881965C (en) Truss reinforcement
US6212846B1 (en) Isosceles joist
US20030115827A1 (en) Reinforced steel beam and hybrid joist
US20150345133A1 (en) Structural reinforcement
US20210095479A1 (en) Cross-lamination timber (clt) joint
JP2006316454A (en) Construction material unit
US4679370A (en) Surface-forming panel
US6735919B1 (en) Modular I-beam
EP2261434B1 (en) Roof rafter
WO2015135054A1 (en) Modular wall stud brace
EP1953300B1 (en) Arrangement for joining wood-based construction elements
US11142910B2 (en) Abutting irregular hexagons as beam ties for a dual beam joist supporting a truss
EP1251213A2 (en) Structural timber floor assembly
AU2021221853A1 (en) Improvements relating to building frame braces
WO1994019559A1 (en) Building panels and buildings using the panels
AU685429C (en) Building panels and buildings using the panels
GB2608850A (en) A composite floor beam
AU2009355233B2 (en) Structural reinforcement
JPH02256743A (en) Building structure of wooden housing

Legal Events

Date Code Title Description
STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION