US20050086898A1 - Castellated wood beam and method of its manufacture - Google Patents

Castellated wood beam and method of its manufacture Download PDF

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Publication number
US20050086898A1
US20050086898A1 US10/692,963 US69296303A US2005086898A1 US 20050086898 A1 US20050086898 A1 US 20050086898A1 US 69296303 A US69296303 A US 69296303A US 2005086898 A1 US2005086898 A1 US 2005086898A1
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United States
Prior art keywords
beam section
castellated
section
lands
line pattern
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Abandoned
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US10/692,963
Inventor
Glen Robak
Lionel Brightwell
Michael Collins
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Weyerhaeuser Co
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Individual
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Priority to US10/692,963 priority Critical patent/US20050086898A1/en
Priority to CA002485154A priority patent/CA2485154A1/en
Priority to AU2004222747A priority patent/AU2004222747A1/en
Priority to NZ536039A priority patent/NZ536039A/en
Priority to JP2004308714A priority patent/JP2005127132A/en
Publication of US20050086898A1 publication Critical patent/US20050086898A1/en
Assigned to WEYERHAEUSER COMPANY reassignment WEYERHAEUSER COMPANY ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: BRIGHTWELL, LIONEL, COLLINS, MICHAEL J., ROBAK, GLEN
Abandoned legal-status Critical Current

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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
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08Joists; 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
    • E04C3/083Honeycomb girders; Girders with apertured solid web
    • E04C3/086Honeycomb girders; Girders with apertured solid web of the castellated type
    • 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
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/16Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with apertured web, e.g. trusses
    • 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
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/17Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with non-parallel upper and lower edges, e.g. roof trusses
    • 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
    • E04C3/291Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures with apertured web

Definitions

  • This invention relates generally to engineered wood beams and, more specifically to castellated wood beams and method of their manufacture.
  • castellated beams are well known in the art, and are commonly used when there is a desire to increase a beam's resistance to bending without adding significantly to the overall weight of the beam. Additionally, castellated beams are desirable because the predefined open spaces within the beam provide access for construction materials such as plumbing and electrical wiring without effecting the structural integrity of the beam. Typically, castellated beams are used as floor joists, wall studs, and rafters or with truss configurations. Historically, castellated beams have only been formed from metals or metal alloys such as steel or aluminum. This limited material choice significantly raises the overall cost of the beams, which dramatically affects the overall construction costs of a building. As a result, the use of castellated beams has been limited to larger, commercial type buildings, leaving the residential and smaller commercial building markets without a suitable castellated beam substitute.
  • the present invention provides a castellated beam that includes a first beam section that has a cut line pattern defining a plurality of first beam section lands and first beam section grooves.
  • the castellated beam also includes a second beam section, that also has a cut line pattern defining a plurality of second beam section lands and second beam section grooves. As formed, the first beam section lands are connected with the second beam section lands.
  • This castellated beam is constructed from a material that contains wood.
  • the present invention further includes a method of forming a wood containing beam.
  • the method includes providing a wood containing blank, said wood containing blank having a longitudinal axis.
  • the method also includes cutting the wood containing blank along a cut line pattern to divide the wood containing blank into a first beam section and a second beam section. As formed, the cut line pattern defines a plurality of first beam section lands, first beam section grooves, second beam section lands and second beam section grooves.
  • the method still further includes aligning the first beam section land with the second beam section lands and then fastening the first beam section lands with the second beam section lands.
  • FIG. 1 is a frontal view of a wood containing blank with a cut line pattern according the present invention
  • FIG. 2 is an end view of the of the wood containing blank of FIG. 1 ;
  • FIG. 3 is a frontal view of a castellated beam according to an aspect of the present invention.
  • FIG. 4 an end view of the of the wood containing blank of FIG. 3 ;
  • FIG. 5 is a frontal view of a castellated beam according to an aspect of the present invention.
  • FIG. 6 an end view of the of the wood containing blank of FIG. 5 ;
  • FIG. 7 is a frontal view of a castellated beam according to an aspect of the present invention.
  • FIG. 8 an end view of the of the wood containing blank of FIG. 7 ;
  • FIG. 9 is a frontal view of a blank according to an aspect of the present invention.
  • FIG. 10 is a frontal view of a tapered castellated beam constructed from the blank illustrated in FIG. 9 ;
  • FIG. 11 is a frontal view of a tapered castellated beam constructed from a portion of the blank illustrated in FIG. 9 ;
  • FIG. 12 is a frontal view of a wood containing blank with a cut line pattern according an aspect of the present invention.
  • FIG. 13 is a frontal view of a castellated beam constructed from the blank illustrated in FIG. 12 ;
  • FIG. 14 is a frontal view of a castellated beam according to an aspect of the present invention.
  • the present invention is directed to a castellated wood containing beam and method of making same.
  • one suitable embodiment includes a blank 20 of wood containing material cut and reformed into a castellated beam 21 . Specific details of the castellated beam 21 and method of its formation is described in more detail below.
  • the blank 20 is a wood containing material.
  • the blank 21 is a laminated strand lumber product such as Timberstrand® manufactured by the Weyerhaeuser Company.
  • the blank 20 may be formed from include, laminated veneer lumber and panel products, dimensional lumber, oriented strand board, oriented strand lumber, wood plastic composite, or any other engineered wood product known in the industry.
  • the overall form of the blank 20 is also variable.
  • the blank 20 may be a standard dimensional wood member having a rectangular or square in cross-section, such as illustrated in FIGS. 1-4 .
  • the overall form of the blank may be different.
  • the blank 20 may have an I-beam or T-beam cross sectional shape, as illustrated in FIGS. 5-8 . Consequently, the present invention is not intended to be limited by the overall form of the blank 20 .
  • the present invention is also not limited by choice of material or combination of material.
  • the blank 20 may contain substantially homogeneous material, such as a laminated strand lumber beam or board. Additionally, the blank 20 may contain non-homogeneous material. Non-homogeneous material is intended to mean a blank formed of various wood containing products, such as, without limitation, an I-beam having an oriented strand board web with laminated strand lumber flanges 34 . Further, the overall dimensions of the blank 20 are not intended to limit the scope of this invention in any manner. Those skilled in the art will appreciate that a blank 20 of any common or any custom dimension is within the scope of this invention.
  • the method of forming the castellated beam 21 is depicted. It will be appreciated, the present invention is applicable to both batch and continuous process formation. Initially the wood containing blank 20 is provided.
  • the blank 20 includes a longitudinal axis 23 .
  • the longitudinal axis 23 is defined as the major axis of the blank 20 , or that axis that is typically defined as parallel to the machine direction when formed in a continuous operation. Both continuous and batch blank 20 formation processes are well know in the art and therefore a detailed discussion is not necessary for the understanding of the present invention.
  • the blank 20 is cut along a cut line pattern 26 to divide the blank 20 into a first beam section 22 and a second beam section 24 .
  • the cut line pattern 26 is selected to form various lands and grooves along the cut line pattern 26 upon each of the first beam section 22 and a second beam section 24 .
  • the first beam section 22 will have both first beam section lands 44 and first beam section grooves 42 .
  • the second beam section 24 will have both second beam section lands 48 and second beam section grooves 46 .
  • the beam sections are shifted relative to each other along the longitudinal axis 23 until the first beam section lands 44 align with the second beam section lands 48 .
  • the respective beam sections may be connected to form the castellated beam 21 .
  • the respective beam section may be directly reattached to one another as illustrated in FIGS. 1-13 , or spacers 40 may be inserted between the respective beam section, with each beam section being attached with the spacer 40 .
  • the spacer 40 arrangement is discussed in more detail below. It will be appreciated that this process creates a castellated beam 21 of greater overall dimensions than the original blank 20 .
  • the shape of the cut line pattern 26 is variable.
  • the cut line pattern 26 may be in the form of a continuous curve such as a sinusoidal pattern depicted in FIGS. 1-4 .
  • the cut line pattern 26 may be configured to form ellipses, circles or the like.
  • the cut line pattern 26 may be selected to form any polygon, such as, without limitation, quadrilaterals, hexagons, and octagons.
  • the specific shape of the cut line pattern 26 may be readily determined by those skilled in the art based upon such things as application of the castellated beam 21 .
  • the cut line pattern 26 also creates a specific open section 28 when the castellated beam 21 is formed. Specifically, the depth and length of the cut line pattern 26 dictates the overall size of the open section 28 . For purposes of this application “depth” is measured in a direction substantially perpendicular to the longitudinal axis 23 of the castellated beam 21 . Further, “length” of the open section 28 is measured along a direction substantially parallel to the longitudinal axis 23 of the castellated beam 21 . Within any castellated beam 21 , the cut line pattern 26 may be controlled to form a uniform sized open section as depicted in FIGS. 1-8 .
  • the cut line pattern 26 may be controlled to form non-uniformed sized open sections 28 such as those depicted in FIGS. 9-14 .
  • the cut line pattern 26 may be controlled to form non-uniformed sized open sections 28 such as those depicted in FIGS. 9-14 .
  • FIGS. 9-11 depict an embodiment of a tapered castellated beam 21 according to the invention, effected by making the cut line pattern 26 path that is symmetrical with respect to a line inclined to a centerline of the blank 20 .
  • one of the respective beam sections is turned end for end with respect to the other beam section, and is also moved longitudinally relative to the other half in order to juxtapose the respective land sections.
  • the respective beam sections are then connected to produce the tapered castellated beam shown in FIGS. 9-11 .
  • asymmetrical forms of beam may be manufactured, for example beams with openings that are symmetrical along a line that extends parallel to, but offset from, the centerline of the finished castellated beam.
  • the openings themselves need not be symmetrical and that large varieties of shaped can be produced by appropriate choice of cutting lines.
  • any variety of known methods or combinations thereof may be used to connect the relative beam sections together.
  • the beams may be adhered together with any variety of adhesives compounds used in the industry.
  • various mechanical fasteners such as nails, screws, bolts, or straps and ties.
  • the first beams section lands and the second beam section lands may be further manufactured to form common joints such as finger joints that work alone or in combination with adhesives and/or mechanical fasteners to hold the respective beam sections together. Still further, any combination of the above fastening examples is considered within the scope of this invention.
  • the depth of a castellated beam may be increased by the use of spacers 40 placed between the first beam section 22 and the second beam section 24 .
  • the spacers 40 may be formed from any suitable material, however, a spacer formed from a material that is the same or similar to the material of the castellated beam 21 is often preferable. Additionally, the spacers 40 are generally attached to the respective beam section in the same manner as the respective beam sections are connected with each other.
  • the overall size of the spacers 40 is variable, and is largely dependent upon application. Those skilled in the art will appreciate that a castellated beam 21 may use spacers 40 that are all the same size. Alternatively, if a tapered beam is desired, the castellated beam 21 may employ a variety of sized spacers 40 to achieve this end.
  • the invention thus provides a simple method of producing castellated wood containing beams having a variety of shapes and overall geometry.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

The present invention provides a castellated beam that includes a first beam section that has a cut line pattern defining a plurality of first beam section lands and first beam section grooves. The castellated beam also includes a second beam section, that also has a cut line pattern defining a plurality of second beam section lands and second beam section grooves. As formed, the first beam section lands are connected with the second beam section lands. This castellated beam is constructed from a material that contains wood.

Description

    FIELD OF THE INVENTION
  • This invention relates generally to engineered wood beams and, more specifically to castellated wood beams and method of their manufacture.
  • BACKGROUND OF THE INVENTION
  • Castellated beams are well known in the art, and are commonly used when there is a desire to increase a beam's resistance to bending without adding significantly to the overall weight of the beam. Additionally, castellated beams are desirable because the predefined open spaces within the beam provide access for construction materials such as plumbing and electrical wiring without effecting the structural integrity of the beam. Typically, castellated beams are used as floor joists, wall studs, and rafters or with truss configurations. Historically, castellated beams have only been formed from metals or metal alloys such as steel or aluminum. This limited material choice significantly raises the overall cost of the beams, which dramatically affects the overall construction costs of a building. As a result, the use of castellated beams has been limited to larger, commercial type buildings, leaving the residential and smaller commercial building markets without a suitable castellated beam substitute.
  • SUMMARY OF THE INVENTION
  • The present invention provides a castellated beam that includes a first beam section that has a cut line pattern defining a plurality of first beam section lands and first beam section grooves. The castellated beam also includes a second beam section, that also has a cut line pattern defining a plurality of second beam section lands and second beam section grooves. As formed, the first beam section lands are connected with the second beam section lands. This castellated beam is constructed from a material that contains wood.
  • The present invention further includes a method of forming a wood containing beam. The method includes providing a wood containing blank, said wood containing blank having a longitudinal axis. The method also includes cutting the wood containing blank along a cut line pattern to divide the wood containing blank into a first beam section and a second beam section. As formed, the cut line pattern defines a plurality of first beam section lands, first beam section grooves, second beam section lands and second beam section grooves. The method still further includes aligning the first beam section land with the second beam section lands and then fastening the first beam section lands with the second beam section lands.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • The preferred and alternative embodiments of the present invention are described in detail below with reference to the following drawings.
  • FIG. 1 is a frontal view of a wood containing blank with a cut line pattern according the present invention;
  • FIG. 2 is an end view of the of the wood containing blank of FIG. 1;
  • FIG. 3 is a frontal view of a castellated beam according to an aspect of the present invention;
  • FIG. 4 an end view of the of the wood containing blank of FIG. 3;
  • FIG. 5 is a frontal view of a castellated beam according to an aspect of the present invention;
  • FIG. 6 an end view of the of the wood containing blank of FIG. 5;
  • FIG. 7 is a frontal view of a castellated beam according to an aspect of the present invention;
  • FIG. 8 an end view of the of the wood containing blank of FIG. 7;
  • FIG. 9 is a frontal view of a blank according to an aspect of the present invention;
  • FIG. 10 is a frontal view of a tapered castellated beam constructed from the blank illustrated in FIG. 9;
  • FIG. 11 is a frontal view of a tapered castellated beam constructed from a portion of the blank illustrated in FIG. 9;
  • FIG. 12 is a frontal view of a wood containing blank with a cut line pattern according an aspect of the present invention;
  • FIG. 13 is a frontal view of a castellated beam constructed from the blank illustrated in FIG. 12; and,
  • FIG. 14 is a frontal view of a castellated beam according to an aspect of the present invention.
  • DETAILED DESCRIPTION OF THE INVENTION
  • The present invention is directed to a castellated wood containing beam and method of making same. By way of overview and with reference to FIGS. 1-14, one suitable embodiment includes a blank 20 of wood containing material cut and reformed into a castellated beam 21. Specific details of the castellated beam 21 and method of its formation is described in more detail below.
  • The blank 20 is a wood containing material. In an embodiment, the blank 21 is a laminated strand lumber product such as Timberstrand® manufactured by the Weyerhaeuser Company. However, other suitable, non-limiting material examples the blank 20 may be formed from include, laminated veneer lumber and panel products, dimensional lumber, oriented strand board, oriented strand lumber, wood plastic composite, or any other engineered wood product known in the industry.
  • The overall form of the blank 20 is also variable. For example, the blank 20 may be a standard dimensional wood member having a rectangular or square in cross-section, such as illustrated in FIGS. 1-4. Additionally, or alternatively, the overall form of the blank may be different. For example, the blank 20 may have an I-beam or T-beam cross sectional shape, as illustrated in FIGS. 5-8. Consequently, the present invention is not intended to be limited by the overall form of the blank 20.
  • The present invention is also not limited by choice of material or combination of material. The blank 20 may contain substantially homogeneous material, such as a laminated strand lumber beam or board. Additionally, the blank 20 may contain non-homogeneous material. Non-homogeneous material is intended to mean a blank formed of various wood containing products, such as, without limitation, an I-beam having an oriented strand board web with laminated strand lumber flanges 34. Further, the overall dimensions of the blank 20 are not intended to limit the scope of this invention in any manner. Those skilled in the art will appreciate that a blank 20 of any common or any custom dimension is within the scope of this invention.
  • With further reference to FIGS. 1-13, the method of forming the castellated beam 21 is depicted. It will be appreciated, the present invention is applicable to both batch and continuous process formation. Initially the wood containing blank 20 is provided. The blank 20 includes a longitudinal axis 23. The longitudinal axis 23 is defined as the major axis of the blank 20, or that axis that is typically defined as parallel to the machine direction when formed in a continuous operation. Both continuous and batch blank 20 formation processes are well know in the art and therefore a detailed discussion is not necessary for the understanding of the present invention.
  • The blank 20 is cut along a cut line pattern 26 to divide the blank 20 into a first beam section 22 and a second beam section 24. The cut line pattern 26 is selected to form various lands and grooves along the cut line pattern 26 upon each of the first beam section 22 and a second beam section 24. Specifically, after the blank 20 is cut, the first beam section 22 will have both first beam section lands 44 and first beam section grooves 42. Additionally, the second beam section 24 will have both second beam section lands 48 and second beam section grooves 46.
  • After, the separating the first beam section 22 and the second beam section 24, the beam sections are shifted relative to each other along the longitudinal axis 23 until the first beam section lands 44 align with the second beam section lands 48. Once the respective beam sections are aligned as described they may be connected to form the castellated beam 21. Those skilled in the art will appreciate that the respective beam section may be directly reattached to one another as illustrated in FIGS. 1-13, or spacers 40 may be inserted between the respective beam section, with each beam section being attached with the spacer 40. The spacer 40 arrangement is discussed in more detail below. It will be appreciated that this process creates a castellated beam 21 of greater overall dimensions than the original blank 20.
  • The shape of the cut line pattern 26 is variable. For example, the cut line pattern 26 may be in the form of a continuous curve such as a sinusoidal pattern depicted in FIGS. 1-4. In this manner, the cut line pattern 26 may be configured to form ellipses, circles or the like. Additionally, the cut line pattern 26 may be selected to form any polygon, such as, without limitation, quadrilaterals, hexagons, and octagons. The specific shape of the cut line pattern 26 may be readily determined by those skilled in the art based upon such things as application of the castellated beam 21.
  • Along with defining a specific geometric shape, the cut line pattern 26 also creates a specific open section 28 when the castellated beam 21 is formed. Specifically, the depth and length of the cut line pattern 26 dictates the overall size of the open section 28. For purposes of this application “depth” is measured in a direction substantially perpendicular to the longitudinal axis 23 of the castellated beam 21. Further, “length” of the open section 28 is measured along a direction substantially parallel to the longitudinal axis 23 of the castellated beam 21. Within any castellated beam 21, the cut line pattern 26 may be controlled to form a uniform sized open section as depicted in FIGS. 1-8. Alternatively, the cut line pattern 26 may be controlled to form non-uniformed sized open sections 28 such as those depicted in FIGS. 9-14. Those skilled in the art will appreciate that many factors will determine the specific cut line pattern 26 used. As such, a detailed discussion of the nature of the cut line pattern is not required herein to understand the invention.
  • FIGS. 9-11 depict an embodiment of a tapered castellated beam 21 according to the invention, effected by making the cut line pattern 26 path that is symmetrical with respect to a line inclined to a centerline of the blank 20. After the cut have been completed one of the respective beam sections is turned end for end with respect to the other beam section, and is also moved longitudinally relative to the other half in order to juxtapose the respective land sections. The respective beam sections are then connected to produce the tapered castellated beam shown in FIGS. 9-11.
  • It will appreciated that other asymmetrical forms of beam may be manufactured, for example beams with openings that are symmetrical along a line that extends parallel to, but offset from, the centerline of the finished castellated beam. Similarly, as discussed above, it will be appreciated that the openings themselves need not be symmetrical and that large varieties of shaped can be produced by appropriate choice of cutting lines.
  • Any variety of known methods or combinations thereof may be used to connect the relative beam sections together. For example, the beams may be adhered together with any variety of adhesives compounds used in the industry. Additionally, various mechanical fasteners such as nails, screws, bolts, or straps and ties. Further, the first beams section lands and the second beam section lands may be further manufactured to form common joints such as finger joints that work alone or in combination with adhesives and/or mechanical fasteners to hold the respective beam sections together. Still further, any combination of the above fastening examples is considered within the scope of this invention.
  • When desired, the depth of a castellated beam may be increased by the use of spacers 40 placed between the first beam section 22 and the second beam section 24. The spacers 40 may be formed from any suitable material, however, a spacer formed from a material that is the same or similar to the material of the castellated beam 21 is often preferable. Additionally, the spacers 40 are generally attached to the respective beam section in the same manner as the respective beam sections are connected with each other.
  • The overall size of the spacers 40 is variable, and is largely dependent upon application. Those skilled in the art will appreciate that a castellated beam 21 may use spacers 40 that are all the same size. Alternatively, if a tapered beam is desired, the castellated beam 21 may employ a variety of sized spacers 40 to achieve this end.
  • The invention thus provides a simple method of producing castellated wood containing beams having a variety of shapes and overall geometry.
  • While the preferred embodiment of the invention has been illustrated and described, as noted above, many changes can be made without departing from the spirit and scope of the invention. Accordingly, the scope of the invention is not limited by the disclosure of the preferred embodiment. Instead, the invention should be determined entirely by reference to the claims that follow.

Claims (13)

1. A castellated beam, comprising:
a first beam section, said first beam section having a cut line pattern defining a plurality of first beam section lands and first beam section grooves; and,
a second beam section, said second beam section having a cut line pattern defining a plurality of second beam section lands and second beam section grooves, said first beam section lands being connected with said second beam section lands;
wherein said castellated beam contains wood.
2. The castellated beam of claim 1, wherein the first beam section is connected with the second beam section by at least one of an adhesive, and mechanical fastener.
3. The castellated beam of claim 1, wherein the cut line pattern is configured to form at least one of a circle, ellipse and polygon.
4. The castellated beam of claim 1, wherein the beam is at least one of a solid lumber and engineered wood product.
5. The castellated beam of claim 4, wherein the engineered wood product is at least one of an oriented strand lumber, oriented strand board and parallel strand lumber.
6. The castellated beam of claim 1, wherein the castellated beam is at least one of a straight beam or tapered beam.
7. The castellated beam of claim 6, wherein the castellated beam is at least one of an I-beam or T-beam.
8. The castellated beam of claim 1, further comprising spacers between and connected with the first beam section and the second beam section.
9. A method of forming a wood containing beam, comprising:
providing a wood containing blank, said wood containing blank having a longitudinal axis;
cutting the wood containing blank along a cut line pattern to divide the wood containing blank into a first beam section and a second beam section; said cut line pattern defining a plurality of first beam section lands, first beam section grooves, second beam section lands and second beam section grooves;
aligning the first beam section land with the second beam section lands; and,
fastening the first beam section lands with the second beam section lands.
10. The method of claim 9, wherein the wood containing blank is at least one of a solid lumber and engineered wood product.
11. The method of claim 9, wherein the engineered wood product is at least one of an oriented strand lumber, oriented strand board oriented strand lumber, wood plastic composite and parallel strand lumber.
12. The method of claim 9, further including adding a spacer between the first beam section land and the second beam section land.
13. The method of claim 9, wherein fastening the first beam section with the second beam section is done by at least one of an adhesive, and mechanical fastener.
US10/692,963 2003-10-24 2003-10-24 Castellated wood beam and method of its manufacture Abandoned US20050086898A1 (en)

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US10/692,963 US20050086898A1 (en) 2003-10-24 2003-10-24 Castellated wood beam and method of its manufacture
CA002485154A CA2485154A1 (en) 2003-10-24 2004-10-14 Castellated wood beam and method of its manufacture
AU2004222747A AU2004222747A1 (en) 2003-10-24 2004-10-19 Castellated wood beam and method of its manufacture
NZ536039A NZ536039A (en) 2003-10-24 2004-10-20 Castellated wood beam and method of its manufacture
JP2004308714A JP2005127132A (en) 2003-10-24 2004-10-22 Castellated wood beam and method of manufacturing the same

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US10/692,963 US20050086898A1 (en) 2003-10-24 2003-10-24 Castellated wood beam and method of its manufacture

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JP (1) JP2005127132A (en)
AU (1) AU2004222747A1 (en)
CA (1) CA2485154A1 (en)
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2492176A (en) * 2011-06-24 2012-12-26 Univ City Beam with web having apertures with straight and curved edges
US20160305124A1 (en) * 2010-06-07 2016-10-20 Scott J. Anderson Jointed metal member
WO2022256909A1 (en) * 2021-06-09 2022-12-15 Dewberry Andrew T K Structural beam formed from lumber

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GB2608850B (en) * 2021-07-14 2024-01-03 Kee Leung For Sang Fat A composite floor beam

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US4715162A (en) * 1986-01-06 1987-12-29 Trus Joist Corporation Wooden joist with web members having cut tapered edges and vent slots
US6012256A (en) * 1996-09-11 2000-01-11 Programmatic Structures Inc. Moment-resistant structure, sustainer and method of resisting episodic loads
US6938391B1 (en) * 2002-05-23 2005-09-06 Sandeep N. Patel Structural member

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US4715162A (en) * 1986-01-06 1987-12-29 Trus Joist Corporation Wooden joist with web members having cut tapered edges and vent slots
US6012256A (en) * 1996-09-11 2000-01-11 Programmatic Structures Inc. Moment-resistant structure, sustainer and method of resisting episodic loads
US6938391B1 (en) * 2002-05-23 2005-09-06 Sandeep N. Patel Structural member

Cited By (3)

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Publication number Priority date Publication date Assignee Title
US20160305124A1 (en) * 2010-06-07 2016-10-20 Scott J. Anderson Jointed metal member
GB2492176A (en) * 2011-06-24 2012-12-26 Univ City Beam with web having apertures with straight and curved edges
WO2022256909A1 (en) * 2021-06-09 2022-12-15 Dewberry Andrew T K Structural beam formed from lumber

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CA2485154A1 (en) 2005-04-24
AU2004222747A1 (en) 2005-05-12
JP2005127132A (en) 2005-05-19

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