GB2490922A - Joist reinforcement plate - Google Patents

Joist reinforcement plate Download PDF

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Publication number
GB2490922A
GB2490922A GB1108313.6A GB201108313A GB2490922A GB 2490922 A GB2490922 A GB 2490922A GB 201108313 A GB201108313 A GB 201108313A GB 2490922 A GB2490922 A GB 2490922A
Authority
GB
United Kingdom
Prior art keywords
reinforcement plate
sheet
joist
opening
edge
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.)
Withdrawn
Application number
GB1108313.6A
Other versions
GB201108313D0 (en
Inventor
Scott Mcandrew
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.)
Illinois Tool Works Inc
Original Assignee
Illinois Tool Works Inc
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 Illinois Tool Works Inc filed Critical Illinois Tool Works Inc
Priority to GB1108313.6A priority Critical patent/GB2490922A/en
Publication of GB201108313D0 publication Critical patent/GB201108313D0/en
Priority to GB1220528.2A priority patent/GB2496059B/en
Priority to GB1200729.0A priority patent/GB2487305B/en
Publication of GB2490922A publication Critical patent/GB2490922A/en
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
    • E04G23/0244—Increasing or restoring the load-bearing capacity of building construction elements of beams at places of holes, e.g. drilled in them
    • 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
    • E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • 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
    • E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/14—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web
    • E04C3/145—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with substantially solid, i.e. unapertured, web with special adaptations for the passage of cables or conduits through the web, e.g. reinforcements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00—Working measures on existing buildings
    • E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Floor Finish (AREA)

Abstract

A reinforcement plate for attachment to an I-joist weakened by the removal of a portion of its web volume comprises at least one sheet-like portion for placement against a generally planar surface of an I-joist wherein an edge of the at least one sheet-like portion is configured to define at least part of opening in the reinforcement plate, said opening configured to be aligned with the weakened portion of the I-joist, wherein the edge of the at least one sheet portion comprises a continuous flange depending therefrom and upstanding from the plane of the at least one sheet-like portion. The joist plate may be provided as a pair of sheet portions, each having an aperture edge portion which together define the opening in the reinforcement plate. The invention further relates to an I-joist assembly comprising an I-joist weakened by removal of a portion of its web and a reinforcement plate attached thereto. The reinforcement plate may also have peripheral edge flanges which may project in the opposite direction from the aperture edge flange.

Description

Reinforcement plate The present invention relates to the reinforcement of structural members used in the building and construction industry. In particular, the invention provides a reinforcement plate for strengthening an I-joist locally weakened by the removal of a portion of its volume. More particularly, the invention provides a reinforcement plate for strengthening an I-joist locally weakened by the removal of a portion of its web volume.
It is common practice in the building and construction industry to provide structural I-joists with portions of material removed to form passages, recesses or cut-out portions, thus facilitating the convenient routing of utilities such as piping, wiring and the like. Such an arrangement allows utilities to be concealed within, for example, the floor substructure thus saving space and providing a more aesthetically appealing finish.
An I-joist is typically formed by two flanges spaced apart from one another and connected to one another by way of a web between the two flanges.
The flanges are typically formed of a solid wood or a laminated veneer lumber material and the web of a plywood, a laminated veneer lumber, oriented strand board or the like. The web in attached between the flanges thereby forming a joist of "I"-shaped cross section.
An inherent consequence of removing material from the I-joist is that the overall load bearing capacity of the joist is reduced. To obviate the need to employ larger and thus more expensive joists to compensate for any predicted reductions in load bearing capacity, it is known in the industry to apply reinforcing brackets or plates to the joist in localised regions where material has been removed.
Unlike dimensional lumber joists, fixings upon an I-joist are limited to being made at the flanges, whereas the cut-out portion for access, ducting or the like may be located in the web portion. Removing a portion of the volume of the web of an I-joist significantly reduces the load bearing capacity of the joist.
Currently available solutions to the reduction in strength seen when a portion of the volume of the web of an I-joist is removed include limiting the location of the removed volume to certain areas of a structure and also limiting the dimensions of the removed volume portion. Failure to correctly locate the removed volume or increasing the size of the removed volume portion results in failure of the I-joist.
It is therefore an object of the present invention to obviate or mitigate one
or more of the disadvantages of the prior art.
According to a first aspect, the present invention provides a reinforcement plate for attachment to an I-joist weakened by the removal of a portion of its web volume; the reinforcement plate comprising at least one sheet-like portion for placement against a generally planar surface of an I-joist wherein an edge of the at least one sheet-like portion is configured to define at least part of an opening in the reinforcement plate, said opening configured to be aligned with the weakened portion of the I-joist, characterised in that the edge comprises a continuous flange depending therefrom and upstanding from the plane of the at least one sheet-like portion.
In an exemplary embodiment, the at least one sheet-like portion comprises a single sheet-like material and said opening in the reinforcement plate is defined by the edge of the sheet-like material.
In another exemplary embodiment, the at least one sheet-like portion comprises two or more sheet-like portions, the edge of one of the two or more sheet-like portions is configured to be positioned proximate the edge of another one of the two or more sheet-like portions such that the edges of each of the two or more sheet-like portions collectively define the opening in the reinforcement plate.
In preferred embodiments, the opening in the reinforcement plate is centrally aligned. More particularly, the opening is centrally positioned on the reinforcement plate and is defined by a substantially continuous edge thereabout. It will be understood that the opening forms an enclosed hole in the reinforcement plate substantially bounded on all sides by the at least one sheet-like portion.
In embodiments comprising a single sheet-like portion, the opening is defined by a single continuous edge thereabout. In embodiments comprising two or more sheet-like portions, the opening is defined by the edges of the two or more sheet-like portions having the continuous flange depending therefrom.
Preferably the opening is rectangular, circular or obloid in shape. It is much preferred that the opening is obloid. When referred to herein the term "obloid" shall be taken to mean generally rectangular in shape with curved corners joining the upper, lower and side edges of the rectangle.
In embodiments wherein the opening is obloid, the resulting flange around the opening defined by the continuous flange(s) of the at least one sheet-like portion has upper and lower portions and two side portions. The upper, lower and side portions are continuously connected by curved corner sections of the continuous flange(s). By way of the continuous curved corner sections of the resulting flange, failure of the plate at the corners of the opening upon exposure to torsional forces is significantly reduced when compared to a flat plate having an opening therein.
Preferably the opening is dimensioned such that the or each continuous flange about the opening is locatable proximate the top and the bottom flanges of an I-joist. More specifically, the upper and/or lower portions of the resulting flange of the reinforcement plate may be locatable proximate the top and/or bottom flange(s) of the I-joist respectively.
In certain embodiments, the resulting flange of the reinforcement plate forms a frictional fit against the lower surface of the top flange of the I-joist.
Alternatively or, in addition, the resulting flange of the reinforcement plate forms a frictional fit against the upper surface of the bottom flange of the I-joist. In such embodiments, the reinforcement plate is firmly locatable against the flanges of the I-joist by a frictional fit.
In embodiments wherein the reinforcement plate comprises a single sheet-like portion, the continuous flange is provided in the reinforcement plate as a burst through in the sheet-like portion. The burst through is formed by punching the opening through the sheet-like portion.
In embodiments wherein the reinforcement plate comprises two or more sheet-like portions, the continuous flange is provided in the two or more sheet-like portions by folding an edge of the two or more sheet-like portions.
The reinforcement plate may comprise apertures through which fastening means are locatable. The fastening means may include but are not limited to nails, screws, staples or the like.
The reinforcement plate may comprise one or more punch nail holes therein.
The reinforcement plate may comprise one or more truss nails. More specifically, the at least one sheet-like portions may have one or more truss nails formed therein such that the reinforcement plate may be attached to an I-joist with or without the need for additional fasteners.
It is preferred that the apertures through which fastening means are locatable and/or the one or more punch nail holes and/or the one or more truss nails are located on the at least one sheet-like portion such that the reinforcement plate may be fastened to the top and/or the bottom flange of an I-joist.
The reinforcement plate may further comprise one or more edge flanges upstanding from the plane of the at least one sheet-like portion. More specifically, the edge flange(s) may be upstanding from the plane of the at least one sheet-like portion at an opposing face of the reinforcement plate to the flange surrounding the opening in the reinforcement plate. The edge flange(s) is/are located at an outer edge of the reinforcement plate remote from the opening therein. The edge flange(s), where present, provide additional strength and stiffness to the reinforcement plate between the top and bottom portions of the at least one sheet-like portion and thereby prevent buckling of the plate in use. It has been found that the edge flange(s), where present give a significant contribution to the overall strength of the reinforcement plate in preventing same from buckling under tension.
In exemplary embodiments of the invention, the reinforcement plate is a single piece of sheet-like material. By forming the reinforcement plate as a single piece of sheet-like material, cost savings are made in the manufacturing process when compared to reinforcement plates formed of two or more pieces. Furthermore, alignment of the reinforcement plate at the I-joist is simplified when compared to two-piece arrangements due to the alignment process being the opening against the removed portion of the I-joist as opposed to both the removed portion of the I-joist and also the two pieces of plate to one another.
In other exemplary embodiments of the invention, the reinforcement plate is made or two or more pieces of sheet-like material which can be assembled together to form the reinforcement plate. In this way the reinforcement plate can be fixed to an I-joist after routing of utilities such as piping, wiring and the like has occurred.
In embodiments of the invention, the opening in the reinforcement plate is configured to circumscribe a large diameter opening in the web portion of an I-joist. A large diameter opening is preferably greater than 55mm diameter.
In embodiments of the invention, the reinforcement plate is locatable at one side of an I-joist.
The weakened portion is located in the web portion of the I-joist.
In embodiments of the invention the at least one sheet-like portion is formed of galvanised steel.
In use, the continuous flange(s) about the opening in the reinforcement plate and upstanding from the at least one sheet-like portion does not contact the web portion of the I-joist to which the reinforcement plate is attached. In this way, the continuous flange(s) does not bite into the web of the I-joist thereby further reducing its load bearing capacity. In preferred embodiments, the continuous flange(s) about the opening in the reinforcement plate is locatable approximately 2mm or more from the face of the web portion of the I-joist.
Preferably the reinforcement plate is attachable to a timber I-joist.
According to a second aspect of the invention there is provided an I-joist assembly comprising an I-joist weakened by removal of a portion of its web volume and a reinforcement plate attached thereto; the reinforcement plate comprising at least one sheet-like portion for placement against a generally planar surface of the I-joist and having an opening therein configured to be aligned with the weakened portion of the I-joist, at least part of the opening being defined by an edge of the at least one sheet-like portion characterised in that the edge comprises a continuous flange depending therefrom and upstanding from the plane of the at least one sheet-like portion.
Preferably the reinforcement plate is according to the first aspect.
Throughout the description and claims of this specification, the words "comprise" and "contain" and variations of the words, for example "comprising" and "comprises", means "including but not limited to", and is not intended to (and does not) exclude other components, integers or steps.
Throughout the description and claims of this specification, the singular encompasses the plural unless the context otherwise requires. In particular, where the indefinite article is used, the specification is to be understood as contemplating plurality as well as singularity, unless the context requires otherwise.
While the terms "upper", "lower", "top" and "bottom" are used within the specification, they should be considered as no more than relative, as the plate of the present invention may be used in any orientation to suit the location of the I-joist.
Embodiments of the invention will now be described, by way of example only, with reference to the accompanying drawings, in which: Figure 1 depicts a perspective view of a reinforcement plate according to an embodiment of the first aspect of the invention; Figure 2 depicts the reinforcement plate of Figure 1 in front plan view; Figure 3 is a side elevation of the reinforcement plate of Figure 1; Figure 4 is a flat profile of the reinforcement plate of Figure 1 prior to the forming of the end flanges; Figure 5 is a reinforcement plate assembly according to an embodiment of the second aspect of the invention; Figure 6 shows an end elevation the reinforcement plate assembly according to Figure 5; Figure 7 shows a perspective view of a reinforcement plate according to an alternative embodiment of the first aspect of the invention; Figure 8 depicts a perspective view of a reinforcement plate according to a further alternative embodiment of the first aspect of the invention; and Figure 9 is a reinforcement plate assembly according to an alternative embodiment of the second aspect of the invention.
While the invention is susceptible to various modifications and alternative forms, specific embodiments thereof are shown by way of example in the drawings and will herein be described in detail. It should be understood that the drawings and detailed description thereto are not intended to limit the invention to the particular form disclosed, but on the contrary, the intention is to cover all modifications, equivalents and alternatives falling within the spirit and scope of the invention as defined by the appended claims.
Further, although the invention will be described in terms of specific embodiments, it will be understood that various elements of the specific embodiments of the invention will be applicable to all embodiments disclosed herein.
In the drawings, similar features are denoted by the same reference signs throughout.
Reference is initially made to Figure 1 of the drawings which illustrates a reinforcement plate, generally indicated by reference number 1.
Reinforcement plate I is a single piece sheet of galvanised steel having a central opening 3 therethrough.
The reinforcement plate 1 of the depicted embodiment is rectangular in shape and its boundaries are defined by contiguous outer edges. The outer peripheral edge comprises: a base edge 5, a top edge 7, and first and second side edges 9 and 11 connecting the base and top edges 5 and 7.
The inner peripheral edge of the reinforcement plate defines the obloid opening 3 and comprises: a base edge 13, a top edge 15, and first and second side edges 17 and 19 connecting the base and top edges 13 and 15.
Depending from the inner peripheral edge of the reinforcement plate is a continuous flange comprising: a base flange portion 21, a top flange portion 23, and first and second side flange portions 25 and 27 connecting the base and top flange portions 21 and 23. The flange is continuous about the opening 3 and is upstanding from the rear surface 29 of the plate I at an angle of approximately 90° thereto. The flange is formed by bending the sheet material of the plate and is integral with the rest of the reinforcement plate 1.
The reinforcement plate 1 further comprises first and second side flanges 31 and 33 depending from opposing outer edges 9 and 11 of the plate 1.
These outer edge side flanges serve to further strengthen the plate against buckling under torsional forces.
First and second side flanges 31 and 33 are upstanding from the front surface 37 of the plate I at an angle of approximately 900 thereto.
Fastening apertures 35 are located through reinforcement plate I proximate the upper and lower outer edges 7 and 5. In the depicted embodiment a plurality of fastener apertures 35 are located through plate 1 across the full width of the plate 1 between the first and second outer side edges 9 and 11. In embodiments of the invention it will be understood that one or more of the fastener apertures 35 may be replaced by punch nail holes, truss nails or the like.
Figure 2 clearly shows that the continuous flange about opening 3 is obloid in shape and formed by contiguous flange portions 21, 23, 25 and 27. The top, base and first and second side flange portions are joined to one another at the curved flange corner portions 39a, 39b, 39c, 39d. In this way, the flange is continuous about the opening 3.
Figure 3 is a top plan view of the reinforcement plate 1. The first and second outer edge flanges 31 and 33 are bent out of the plane of the plate 1 at an angle of approximately 90° thereto. The continuous flange about the opening 3 (not shown) is bent out of the plane of the plate 1 at an angle of approximately 90° thereto. The first and second edge flanges 31 and 33 and the continuous flange about opening 3 are, therefore, parallel to one another and bent out of opposing faces of the plate 1.
Figure 4 depicts the reinforcement plate I prior to the first and second edge flanges 31 and 33 being bent out of the plane of the plate I about first and second fold lines 41, 43. By way of the side flanges being integral with the faces 29 and 37 of the plate 1 additional strength is provided to the plate.
Figure 5 shows an I-joist assembly according to an embodiment of the second aspect of the invention.
As best seen in Figure 6, the reinforcement plate 1 is attachable to a timber I-joist, generally denoted by reference numeral 45. I-joist 45 has a top flange 47, a bottom flange 49 and a web portion 51 spanning between the top flange 47 and the bottom flange 49.
Top flange 47 is spaced apart from bottom flange 49 and connected thereto by web portion 51. The reinforcement plate of Figure 1 is fastened to the top flange 47 and the bottom flange 49 of the I-joist through apertures 35 in the plate. Opening 3 in the plate allows access through the plate to the duct hole 53 in the web portion 51 of the I-joist. The top flange portion 23 provides a frictional fit against the lower surface of the top flange 47 of the I-joist and bottom flange portion 21 provides a frictional fit against the upper surface of the bottom flange 49 of the I-joist.
First and second outer edge side flanges 31 and 33 provide additional strength to the plate to resist failure due to torsional forces applied thereto.
When the reinforcement plate I is correctly located against the I-joist 45, the top flange portion 23 is proximate the lower face of the top flange 47 of the I-joist 45 and the bottom flange portion 21 is proximate the upper face of the bottom flange 49 of the I-joist 45. In some embodiments, the top and bottom flange portions 23, 21 of the plate I will form a frictional fit with the lower surface of the top flange 47 and the upper surface of the bottom flange 49 of the I-joist 45 respectively.
As can be seen in Figure 6 with particular reference to second side flange portion 19, the flange of the plate 1 is spaced apart from the web portion 51 of the I-joist. In this way, the flange does not bite into the web portion of the I-joist in use thereby the strength of the web portion is retained.
Although not shown in Figure 6, it will be understood that the plate I may be further fastened to the front faces of flanges 47 and 49 of the I-joist through fastener apertures 35.
Referring to Figure 7, an alternative embodiment of a reinforcement plate according to the invention is shown. The reinforcement plate 100 differs from the previously described embodiment in that the reinforcement plate is provided without first and second outer edge side flanges. The optional outer edge side flanges provide an additional resistance to buckling of the plate when present.
Referring to Figure 8, a further alternative embodiment of a reinforcement plate according to the invention is shown. The embodiment differs from the previously described embodiments in that the reinforcement plate comprises a plurality of sheet-like portions. In the embodiment shown, the reinforcement plate (generally indicated by reference number 200) comprises two sheets 210, 211 of galvanised steel. The sheets 210, 211 are adapted to be positioned proximate each other such that the edges of the sheets collectively define the opening 3 in the reinforcement plate 200.
As can be seen in Figure 8, when positioned proximate each other, the sheets 210, 211 define a reinforcement plate 200 having a substantially similar profile to the reinforcement plate of Figure 1.
The outer peripheral edge of the reinforcement plate 200 comprises: a base edge defined by an outer peripheral edge 205a, 205b of the sheets 210, 211, a top edge defined by an outer peripheral edge 207a, 207b of the sheets 210, 211, and first and second side edges 9 and 11 connecting the base and top edges 205b, 205a and 207b, 207a.
The inner peripheral edge of the reinforcement plate defines the obloid opening 3 and comprises: a base edge defined by an inner peripheral edge 21 3a, 21 3b of the sheets 210, 211, a top edge defined by an inner peripheral edge 21 5a, 21 Sb of the sheets 210, 211, and first and second side edges 17 and 19 connecting the base and top edges 21 3b 21 3a and 215b, 215a.
Depending from the inner peripheral edge of each of the sheets 210, 211 is a continuous flange comprising: a base flange portion 221 a, 221 b, a top flange portion 223a, 223b, and a side flange portion 25, 27 connecting the base and top flange portions 221b, 221a and 223b, 223a. The side flange portions 25, 27 of the sheets 210, 211 define the first and second side flange portions of the reinforcement plate 200.
The resultant flange in the reinforcement plate 200 is substantially continuous about the opening 3 and is upstanding from the rear surface 29a, 29b of the sheets 210, 211 at an angle of approximately 90° thereto.
The continuous flange in each sheet 210, 211 is formed by bending the sheet and is integral with the rest of the sheet 210, 211.
Fastening apertures 35 are located through reinforcement plate 200 proximate the upper and lower outer edges 207a, 207b and 205a, 205b.
In the depicted embodiment a plurality of fastener apertures 35 are located through plate 200 across the full width of the plate 200 between the first and second outer side edges 9 and 11.
The resultant flange about opening 3 is obloid in shape and formed by a first set of contiguous flange portions 221 a, 27, 223a and a second set of contiguous flange portions 221 b, 25, 223b. The top, base and side flange portions of each sheet 210, 211 are joined to one another at the curved flange corner portions 39a, 39c and 39b, 39d respectively. In this way, each section of the resultant flange defined by the continuous flange of each sheet 210, 211 is continuous about part of the opening 3.
The reinforcement plate 200 further comprises first and second side flanges 31 and 33 depending from opposing outer edges 9 and 11 of the plate 200. These outer edge side flanges serve to further strengthen the plate against buckling under torsional forces.
First and second side flanges 31 and 33 are upstanding from the front surface 37a, 37b of the sheets 210, 211 at an angle of approximately 90° thereto.
The first and second outer edge flanges 31 and 33 are bent out of the plane of the plate 200 at an angle of approximately 90° thereto. The continuous flange of each sheet 210, 211 about the opening 3 is bent out of the plane of the plate 200 at an angle of approximately 90° thereto. The first and second edge flanges 31 and 33 and the resultant flange about opening 3 are, therefore, parallel to one another and bent out of opposing faces of the plate 200.
Figure 9 shows an I-joist assembly according to an alternative embodiment of the second aspect of the invention. The reinforcement plate of Figure 8 is fastened to the top flange 47 and the bottom flange 49 of the I-joist through apertures 35 in the plate. Opening 3 in the plate allows access through the plate to the duct hole 53 in the web portion 51 of the I-joist. The top flange portions (not shown) provide a frictional fit against the lower surface of the top flange 47 of the I-joist and bottom flange portions 21 a, 21 b provide a frictional fit against the upper surface of the bottom flange 49 of the I-joist. First and second outer edge side flanges 31 and 33 provide additional strength to the plate to resist failure due to torsional forces applied thereto.
When the reinforcement plate 200 is correctly located against the I-joist 45, the top flange portions 223a, 223b are proximate the lower face of the top flange 47 of the I-joist 45 and the bottom flange portions 221 a, 221 b are proximate the upper face of the bottom flange 49 of the I-joist 45. In some embodiments, the top and bottom flange portions 223a, 223b and 221 a, 221 b of the plate 200 will form a frictional fit with the lower surface of the top flange 47 and the upper surface of the bottom flange 49 of the I-joist 45 respectively.
Various modifications and improvements may be made to the forgoing without departing from the scope of the present invention as defined by the claims. For example, a multi-piece reinforcement plate (not shown) may be provided without first and second outer edge side flanges. The optional outer edge side flanges provide an additional resistance to buckling of the plate when present.
In a further modification, the reinforcement plate may include truss nails integral with the sheet-like portion(s). in this way, the reinforcement plate may be attached to an I-joist with or without additional fasteners being required.
By way of example only, the opening 3 in the plate 1 may be 250mm breadth and 207mm height. The curved corners of the continuous flange may have a radius of curvature of 21.5°. The plate I may be of breadth 405mm and height 294mm. The optional side flanges 31, 33 on the plate I may each be of 15 to 16mm breadth. It will be understood that the given dimensions are of one specific embodiment only and may be varied according to the requirements of the I-joist and the reinforcement plate.

Claims (13)

  1. Claims 1. A reinforcement plate for attachment to an I-joist weakened by the removal of a portion of its web volume; the reinforcement plate comprising at least one sheet-like portion for placement against a generally planar surface of an I-joist wherein an edge of the at least one sheet-like portion is configured to define at least part of an opening in the reinforcement plate, said opening configured to be aligned with the weakened portion of the I-joist, characterised in that the edge comprises a continuous flange depending therefrom and upstanding from the plane of the at least sheet-like portion.
  2. 2. A reinforcement plate according to claim I wherein the at least one sheet-like portion comprises a single sheet-like material and said opening in the reinforcement plate is defined by the edge of the sheet-like portion.
  3. 3. A reinforcement plate according to claim 1 wherein the at least one sheet-like portion comprises two or more sheet-like portions, the edge of one of the two or more sheet-like portions is configured to be positioned proximate the edge of another one of the two or more sheet-like portions such that together the edges of the two or more sheet-like portions collectively define the opening in the reinforcement plate.
  4. 4. A reinforcement plate according to any one of the preceding claims, wherein the opening in the reinforcement plate is centrally aligned.
  5. 5. A reinforcement plate according to any one of the preceding claims, wherein the opening is dimensioned such that the or each continuous flange about the opening is locatable proximate the top and the bottom flanges of an I-joist.
  6. 6. A reinforcement plate according to any one of the preceding claims, further comprising one or more edge flanges upstanding from the plane of the at least one sheet-like portion.
  7. 7. A reinforcement plate according to claim 6, wherein the edge flange(s) are upstanding from the plane of the at least one sheet-like portion at an opposing face of the reinforcement plate to the flange surrounding the opening in the reinforcement plate.
  8. 8. A reinforcement plate according to claim 2 or any claim dependent directly or indirectly on claim 2, wherein the reinforcement plate is a single piece of sheet-like material.
  9. 9. A reinforcement plate according to any one of the preceding claims, wherein the reinforcement plate is locatable at one side of an I-joist.
  10. 10. An I-joist assembly comprising an I-joist weakened by removal of a portion of its web volume and a reinforcement plate attached thereto; the reinforcement plate comprising at least one sheet-like portion for placement against a generally planar surface of the I-joist and having an opening therein configured to be aligned with the weakened portion of the I-joist, at least part of the opening being defined by an edge of the at least one sheet-like portion characterised in that the edge comprises a continuous flange depending therefrom and upstanding from the plane of the at least one sheet-like portion.
  11. 11. An I-joist assembly according to claim 10, wherein the reinforcement plate is according to any one of claims 1 to 9.
  12. 12. A reinforcement plate substantially as herein described with reference to the accompanying drawings.
  13. 13. An I-joist assembly substantially as herein described with reference to the accompanying drawings
GB1108313.6A 2011-01-17 2011-05-18 Joist reinforcement plate Withdrawn GB2490922A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
GB1108313.6A GB2490922A (en) 2011-05-18 2011-05-18 Joist reinforcement plate
GB1220528.2A GB2496059B (en) 2011-01-17 2012-01-17 Improved reinforcement plate
GB1200729.0A GB2487305B (en) 2011-01-17 2012-01-17 Improved reinforcement plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB1108313.6A GB2490922A (en) 2011-05-18 2011-05-18 Joist reinforcement plate

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GB201108313D0 GB201108313D0 (en) 2011-06-29
GB2490922A true GB2490922A (en) 2012-11-21

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1181468A (en) * 1997-09-12 1999-03-26 Sugano:Kk Perforated part strength maintaining metal for beam/ girder in wooden building
US20030084637A1 (en) * 2001-11-08 2003-05-08 Daudet Larry R. Apparatus for reinforcing a portion of a metal joist adjacent an opening therethrough and methods for forming reinforded openings in metal support members
USD477210S1 (en) * 2002-10-16 2003-07-15 Robert M. Callahan Joist reinforcing bracket
US20040200180A1 (en) * 2003-04-08 2004-10-14 Davis John D. Buckling opposing support for I-joist
US20050217191A1 (en) * 2004-03-10 2005-10-06 Davis John D I-joist web hole insert

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1181468A (en) * 1997-09-12 1999-03-26 Sugano:Kk Perforated part strength maintaining metal for beam/ girder in wooden building
US20030084637A1 (en) * 2001-11-08 2003-05-08 Daudet Larry R. Apparatus for reinforcing a portion of a metal joist adjacent an opening therethrough and methods for forming reinforded openings in metal support members
USD477210S1 (en) * 2002-10-16 2003-07-15 Robert M. Callahan Joist reinforcing bracket
US20040200180A1 (en) * 2003-04-08 2004-10-14 Davis John D. Buckling opposing support for I-joist
US20050217191A1 (en) * 2004-03-10 2005-10-06 Davis John D I-joist web hole insert

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