US20120298943A1 - Composite Guardrail Posts and Composite Floor I-Joist - Google Patents

Composite Guardrail Posts and Composite Floor I-Joist Download PDF

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Publication number
US20120298943A1
US20120298943A1 US13/225,518 US201113225518A US2012298943A1 US 20120298943 A1 US20120298943 A1 US 20120298943A1 US 201113225518 A US201113225518 A US 201113225518A US 2012298943 A1 US2012298943 A1 US 2012298943A1
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United States
Prior art keywords
composite
posts
joist
cfi
product
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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.)
Abandoned
Application number
US13/225,518
Inventor
Weihong Yang
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Individual
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Individual
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Publication date
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Priority to US13/225,518 priority Critical patent/US20120298943A1/en
Publication of US20120298943A1 publication Critical patent/US20120298943A1/en
Priority to US13/772,338 priority patent/US8910455B2/en
Priority to US14/541,130 priority patent/US9493950B2/en
Abandoned legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
    • 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
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/292—Joists; 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/38—Arched girders or portal frames
    • E04C3/46—Arched girders or portal frames of materials not covered by groups E04C3/40 - E04C3/44; of a combination of two or more materials
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02—Structures made of specified materials
    • E04H12/04—Structures made of specified materials of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/02—Structures made of specified materials
    • E04H12/08—Structures made of specified materials of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B1/2608—Connectors made from folded sheet metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/268—Connection to foundations
    • E04B2001/2684—Connection to foundations with metal connectors

Definitions

  • the invention relates generally to construction members, and more specifically, to composite guardrails posts and composite floor i-joist.
  • highway guardrail posts are constructed using pressure treated timbers of standard sizes. This traditional construction has several drawbacks. For example, shorter durability, lower capacity, and negative environmental impact.
  • CGP Composite Guardrail Post
  • CFI Composite Floor Hoist
  • the current invention (CFI) is similar to TJI in concept, but uses all composite material for both flanges and webs. Also, the connections between flange and web are much stronger, enabling the development of composite actions to the fullest extent. For the joist of the same cross sectional dimensions, CFI is expected to span much longer than TJI. Additionally, it will also have better fire and erosion resistance. When proper calking is applied, CFI can also be used at exterior as deck joists to substitute joists made of pressure treated saw lumbers.
  • FIG. 1 typical light duty single-sided highway guardrail system using composite posts and conventional steel guardrails.
  • FIG. 2 light duty single-sided highway guardrail system using composite posts and jacket plate composite guardrails.
  • FIG. 3 typical heavy duty double-sided highway guardrail system using composite posts and conventional steel guardrails.
  • FIG. 4 heavy duty double-sided highway guardrail system using composite posts and jacket plate composite guardrails.
  • FIG. 5 heavy duty double-sided highway guardrail system using composite posts and jacket plate composite guardrails.
  • FIGS. 6 and 7 metal jacket composite guardrail post component views—light duty single-sided guardrail post.
  • FIGS. 8 and 9 metal jacket composite guardrail post assembly—heavy duty double-sided guardrail.
  • FIG. 10 typical composite floor joist overall view.
  • FIGS. 11 and 12 composite floor joist component views.
  • CGP Composite Guardrail Post
  • This traditional construction has several drawbacks. For example, shorter durability, lower capacity, and negative environmental impact.
  • CGP is designed overcome all these drawbacks by substituting standard timber posts with metal jacket composite posts. Not only will it last longer and look better, but also be very cost effective. The reasons are as the followings: (1) while traditional method required high quality timber and need to be treated using chemicals for erosion resistance, the new system can use recycled material which is cheaper and more environmental friendly; (2) Since the composite mechanism can significantly increase the strength and ductility of the system, the required spacing of the posts can be increased, the result of which is less material (i.e. posts) be used for the same length of road way. (3) Because all holes and parts are pre-manufactured, field installation will be simple and fast, the results of which is higher product quality at less labor cost.
  • the second product is Composite Floor Joist (CFI).
  • CFI Composite Floor Joist
  • PSL Parallel Strand Lumber
  • LDL Laminated Veneer Lumber
  • LSL Laminated Strand Lumber
  • Glulams etc.
  • Metal stud joists of various cross section shapes (4) Truss Joist 1-beams (TJI), which uses sawn lumbers as top and bottom flanges, and plywood as web plate. The flanges and web plate are stapled together. TJI is actually quite popular, especially in new constructions.
  • CFI composite floor joists

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Wood Science & Technology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Materials Engineering (AREA)
  • Composite Materials (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Building Environments (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

Abstract

The first product is Composite Guardrail Post (CGP). CGP is designed overcome all these drawbacks by substituting standard timber posts with metal jacket composite posts. The second product is Composite Floor Joist (CFI). The current invention (CFI) is similar to TJI in concept, but uses all composite material for both flanges and webs. Also, the connections between flange and web are much stronger, enabling the development of composite actions to the fullest extent.

Description

    BACKGROUND OF THE INVENTION
  • 1. Field of the Invention
  • The invention relates generally to construction members, and more specifically, to composite guardrails posts and composite floor i-joist.
  • 2. Background of the Invention
  • Traditionally, highway guardrail posts are constructed using pressure treated timbers of standard sizes. This traditional construction has several drawbacks. For example, shorter durability, lower capacity, and negative environmental impact.
  • Currently, the following types of floor joists are often used in light-framed structures in the United States: (1) Joists made directly used saw lumbers; (2) Joists made using engineered wood product. For examples, Parallel Strand Lumber (PSL), Laminated Veneer Lumber (LVL), Laminated Strand Lumber (LSL), Glulams, etc.; (3) Metal stud joists of various cross section shapes; (4) Truss Joist 1-beams (TJI), which uses sawn lumbers as top and bottom flanges, and plywood as web plate. The flanges and web plate are stapled together. TJI is actually quite popular, especially in new constructions. While there were a few other composite floor joists invented during the past. For example, U.S. Pat. No. 6,516,584 by Armin Rudd in 2003 and U.S. Pat. No. 4,281,497 by Pekka Luotonen in 1981, these products had never prevailed in the market for some reasons.
    • SUMMARY OF THE INVENTION
  • The first product is Composite Guardrail Post (CGP). CGP is designed overcome all these drawbacks by substituting standard timber posts with metal jacket composite posts. Not only will it last longer and look better, but also be very cost effective. The reasons are as the followings: (1) while traditional method required high quality timber and need to be treated using chemicals for erosion resistance, the new system can use recycled material which is cheaper and more environmentally friendly; (2) Since the composite mechanism can significantly increase the strength and ductility of the system, the required spacing of the posts can be increased, the result of which is less material (i.e. posts) be used for the same length of road way. (3) Because all holes and parts are pre-manufactured, field installation will be simple and fast, the results of which is higher product quality at less labor cost.
  • The second product is Composite Floor Hoist (CFI). The current invention (CFI) is similar to TJI in concept, but uses all composite material for both flanges and webs. Also, the connections between flange and web are much stronger, enabling the development of composite actions to the fullest extent. For the joist of the same cross sectional dimensions, CFI is expected to span much longer than TJI. Additionally, it will also have better fire and erosion resistance. When proper calking is applied, CFI can also be used at exterior as deck joists to substitute joists made of pressure treated saw lumbers.
    • BRIEF DESCRIPTION OF THE FIGURES
  • FIG. 1: typical light duty single-sided highway guardrail system using composite posts and conventional steel guardrails.
  • FIG. 2: light duty single-sided highway guardrail system using composite posts and jacket plate composite guardrails.
  • FIG. 3: typical heavy duty double-sided highway guardrail system using composite posts and conventional steel guardrails.
  • FIG. 4: heavy duty double-sided highway guardrail system using composite posts and jacket plate composite guardrails.
  • FIG. 5: heavy duty double-sided highway guardrail system using composite posts and jacket plate composite guardrails.
  • FIGS. 6 and 7: metal jacket composite guardrail post component views—light duty single-sided guardrail post.
  • FIGS. 8 and 9: metal jacket composite guardrail post assembly—heavy duty double-sided guardrail.
  • FIG. 10: typical composite floor joist overall view.
  • FIGS. 11 and 12: composite floor joist component views.
    •  DETAILED DESCRIPTION
  • The first product is Composite Guardrail Post (CGP). Traditionally, highway guardrail posts are constructed using pressure treated timbers of standard sizes. This traditional construction has several drawbacks. For example, shorter durability, lower capacity, and negative environmental impact. CGP is designed overcome all these drawbacks by substituting standard timber posts with metal jacket composite posts. Not only will it last longer and look better, but also be very cost effective. The reasons are as the followings: (1) while traditional method required high quality timber and need to be treated using chemicals for erosion resistance, the new system can use recycled material which is cheaper and more environmental friendly; (2) Since the composite mechanism can significantly increase the strength and ductility of the system, the required spacing of the posts can be increased, the result of which is less material (i.e. posts) be used for the same length of road way. (3) Because all holes and parts are pre-manufactured, field installation will be simple and fast, the results of which is higher product quality at less labor cost.
  • The second product is Composite Floor Joist (CFI). Currently, the following types of floor joists are often used in light-framed structures in the United States: (1) Joists made directly used saw lumbers; (2) Joists made using engineered wood product. For examples, Parallel Strand Lumber (PSL), Laminated Veneer Lumber (LVL), Laminated Strand Lumber (LSL), Glulams, etc.; (3) Metal stud joists of various cross section shapes; (4) Truss Joist 1-beams (TJI), which uses sawn lumbers as top and bottom flanges, and plywood as web plate. The flanges and web plate are stapled together. TJI is actually quite popular, especially in new constructions. While there were a few other composite floor joists invented during the past. For example, U.S. Pat. No. 6,516,584 by Armin Rudd in 2003 and U.S. Pat. No. 4,281,497 by Pekka Luotonen in 1981, these products had never prevailed in the market for some reasons. The current invention (CFI) is similar to TJI in concept, but uses all composite material for both flanges and webs. Also, the connections between flange and web are much stronger, enabling the development of composite actions to the fullest extent. For the joist of the same cross sectional dimensions, CFI is expected to span much longer than TJI. Additionally, it will also have better fire and erosion resistance. When proper calking is applied, CFI can also be used at exterior as deck joists to substitute joists made of pressure treated saw lumbers.

Claims (2)

1-4. (canceled)
5. A composite guard rail post, comprising:
a metal jacket composite post comprising a wooden post with a metal jacket; and
a guard rail attach to the metal jacket composite post.
US13/225,518 2010-03-19 2011-09-05 Composite Guardrail Posts and Composite Floor I-Joist Abandoned US20120298943A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
US13/225,518 US20120298943A1 (en) 2010-03-19 2011-09-05 Composite Guardrail Posts and Composite Floor I-Joist
US13/772,338 US8910455B2 (en) 2010-03-19 2013-02-21 Composite I-beam member
US14/541,130 US9493950B2 (en) 2010-03-19 2014-11-13 Composite I-beam member

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US80460110A 2010-03-19 2010-03-19
US13/225,518 US20120298943A1 (en) 2010-03-19 2011-09-05 Composite Guardrail Posts and Composite Floor I-Joist

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
US80460110A Continuation 2010-03-19 2010-03-19

Related Child Applications (1)

Application Number Title Priority Date Filing Date
US13/772,338 Continuation-In-Part US8910455B2 (en) 2010-03-19 2013-02-21 Composite I-beam member

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US20120298943A1 true US20120298943A1 (en) 2012-11-29

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US13/225,518 Abandoned US20120298943A1 (en) 2010-03-19 2011-09-05 Composite Guardrail Posts and Composite Floor I-Joist

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WO (1) WO2011115713A2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20110308063A1 (en) * 2010-06-21 2011-12-22 Arnold Feeleus Connectors for Forming Joints Between Pieces of Finished Lumber and Methods Relating to Same
US20120011805A1 (en) * 2010-03-19 2012-01-19 Weihong Yang Steel and wood composite structure with metal jacket wood studs and rods
US20130160398A1 (en) * 2010-03-19 2013-06-27 Weihong Yang Composite i-beam member
US8820033B2 (en) 2010-03-19 2014-09-02 Weihong Yang Steel and wood composite structure with metal jacket wood studs and rods
US20150135638A1 (en) * 2010-03-19 2015-05-21 Weihong Yang Composite i-beam member
US20160145855A1 (en) * 2013-08-07 2016-05-26 Edmund MEI Structural engineered wood rim board corner system and method for light frame construction
US11306453B2 (en) 2015-06-11 2022-04-19 Gary L. Reinert, Sr. One-piece metal plate foundation with integral offset plate for guardrails and other structures and guardrail system utilizing same

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2200159A (en) * 1936-09-17 1940-05-07 Jr Augustine Davis Construction element
US4016698A (en) * 1974-03-01 1977-04-12 United Steel Products Co. Bracing for stud walls
FR2612542B1 (en) * 1987-03-17 1992-06-12 Gezat Aubin JOINT NODE FOR WOOD FRAMES
US5452556A (en) * 1994-02-28 1995-09-26 Lockwood Homes Metal-wood stud
US6061995A (en) * 1996-03-04 2000-05-16 National Gypsum Company Composite structural member and wall assembly method

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9493950B2 (en) * 2010-03-19 2016-11-15 Weihong Yang Composite I-beam member
US20120011805A1 (en) * 2010-03-19 2012-01-19 Weihong Yang Steel and wood composite structure with metal jacket wood studs and rods
US20130160398A1 (en) * 2010-03-19 2013-06-27 Weihong Yang Composite i-beam member
US8820033B2 (en) 2010-03-19 2014-09-02 Weihong Yang Steel and wood composite structure with metal jacket wood studs and rods
US8910455B2 (en) * 2010-03-19 2014-12-16 Weihong Yang Composite I-beam member
US20150135638A1 (en) * 2010-03-19 2015-05-21 Weihong Yang Composite i-beam member
US20110308063A1 (en) * 2010-06-21 2011-12-22 Arnold Feeleus Connectors for Forming Joints Between Pieces of Finished Lumber and Methods Relating to Same
US20160145855A1 (en) * 2013-08-07 2016-05-26 Edmund MEI Structural engineered wood rim board corner system and method for light frame construction
US9506242B2 (en) * 2013-08-07 2016-11-29 Edmund MEI Structural engineered wood rim board corner system and method for light frame construction
US9631366B2 (en) * 2013-08-07 2017-04-25 Edmund MEI Structural engineered wood rim board system for light frame construction
US20170191267A1 (en) * 2013-08-07 2017-07-06 Edmund MEI Cantilevered portion of a light frame construction building using structural engineered wood rim boards
US10494814B2 (en) * 2013-08-07 2019-12-03 Edmund MEI Cantilevered portion of a light frame construction building using structural engineered wood rim boards
US11306453B2 (en) 2015-06-11 2022-04-19 Gary L. Reinert, Sr. One-piece metal plate foundation with integral offset plate for guardrails and other structures and guardrail system utilizing same

Also Published As

Publication number Publication date
WO2011115713A2 (en) 2011-09-22
WO2011115713A3 (en) 2012-01-19

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