GB2250793A - Forming lateral joints between members of complex section - Google Patents

Forming lateral joints between members of complex section Download PDF

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Publication number
GB2250793A
GB2250793A GB9019779A GB9019779A GB2250793A GB 2250793 A GB2250793 A GB 2250793A GB 9019779 A GB9019779 A GB 9019779A GB 9019779 A GB9019779 A GB 9019779A GB 2250793 A GB2250793 A GB 2250793A
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GB
United Kingdom
Prior art keywords
sub
section
sections
joint
members
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
GB9019779A
Other versions
GB9019779D0 (en
GB2250793B (en
Inventor
Anthony Brockman
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.)
Universal Components Ltd
Original Assignee
Universal Components Ltd
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 Universal Components Ltd filed Critical Universal Components Ltd
Priority to GB9019779A priority Critical patent/GB2250793B/en
Publication of GB9019779D0 publication Critical patent/GB9019779D0/en
Publication of GB2250793A publication Critical patent/GB2250793A/en
Application granted granted Critical
Publication of GB2250793B publication Critical patent/GB2250793B/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0046Loggias
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/02Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/06Constructions of roof intersections or hipped ends
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B7/00Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
    • F16B7/04Clamping or clipping connections
    • F16B7/044Clamping or clipping connections for rods or tubes being in angled relationship
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/02Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/06Constructions of roof intersections or hipped ends
    • E04B7/063Hipped ends
    • E04B2007/066Hipped ends for conservatories
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E04D2003/0818Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars the supporting section of the glazing bar consisting of several parts, e.g. compound sections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D3/00Roof covering by making use of flat or curved slabs or stiff sheets
    • E04D3/02Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant
    • E04D3/06Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor
    • E04D3/08Roof covering by making use of flat or curved slabs or stiff sheets of plane slabs, slates, or sheets, or in which the cross-section is unimportant of glass or other translucent material; Fixing means therefor with metal glazing bars
    • E04D2003/0868Mutual connections and details of glazing bars

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Elongate members 10 are joined to an elongate bar 12 at pre-determined angles, the members 10 and the bar 12 having a cross-section including first and second portions of different widths, by forming the elongate members 10 as two sub-sections connected together for relative sliding movement, and by forming the elongate members 10 with end-faces inclined at the appropriate angle, so that each sub-section can be displaced relative to the other to bring each sub-section into lateral abutment with one of the first and second portions of the bar 12, prior to securing the joint. This method is suitable for forming a joint between a jack rafter and a hip bar of a roof, e.g. the roof of a conservatory. <IMAGE>

Description

"LATERAL JOINTS BETWEEN ELONGATE MEMBERS" This invention relates to the formation of lateral joints between elongate members such as the rafters of a roof. More particularly, but not exclusively, the invention is applicable to the formation of a lateral joint between the so-called jack rafter and a hip bar of a conservatory roof formed of extruded aluminium sections.
When it is required to form lateral joints which may either be square or angled, it is necessary to cut one section transversely at the required angle to the longitudinal axis. Additionally, however, when, as is usually the case, the hip bar has a crosssection including a flange portion and a web portion, the cut in the jack rafter has to be stepped to accommodate the flange, and this is a complex operation.
In accordance with the present invention, we propose a method of forming a lateral joint at a pre-determined angle between elongate members, one of which has a cross-section including first and second portions of different widths, wherein the other elongate member is formed to include (in cross-section) two subsections connected together for relative sliding movement in the direction of the longitudinal axis of the member, wherein the said other member is formed with an end-face inclined at the appropriate angle, and wherein the sub-sections are displaced relative to one another to bring each sub-section into lateral abutment with one of the said portions of the said one member, prior to securing the joint.
Also, according to this invention, and in a preferred embodiment thereof, an extruded section for forming lateral joints with another member having first and second portions of different widths, comprises a first sub-section and a second sub-section connected, or for connection to, the first sub-section for relative sliding movement therewith in the direction of the longitudinal axis of the sub-sections.
When, as in the example referred to above, it is required to form a lateral joint between a jack rafter and a hip bar having a base flange for supporting a glazing panel, or the like, and an upstanding narrower web, the jack rafter can be formed by making a single cut at the required angle and the upper sub-section advanced by sliding relative to the lower sub-section, into lateral abutment with the web, leaving the lower sub-section in abutment with the base flange, both at the same angle.
In a preferred embodiment, the two sub-sections are slidably connected together by means of a head and neck (preferably a Tshaped) connector on one sub-section for insertion in an undercut groove or channel in the other sub-section. It will be understood that two or more such slidable connections may be provided depending upon the cross-sectional geometry of the member which in practice is generally another extruded section, with which the lateral joint is to be formed.
One embodiment of this invention will now be described by way of example with reference to the accompanying drawings, in which: Figure 1 shows a traditional conservatory construction; Figure 2 is a perspective view to an enlarged scale of a lateral joint between a jack rafter and a hip bar; Figure 3 shows the cut end of the jack rafter in the conventional lateral joint shown in Figure 2; Figure 4 is a cross-sectional view of the two sub-sections that make up a jack rafter for forming a lateral joint in accordance with the present invention; and Figure 5 is a cross-sectional plan view of a lateral joint formed in accordance with the present invention.
In the conservatory construction of Figure 1, a jack rafter 10 is joined to a hip bar 12 which itself comprises an assembly of extruded aluminium sections, by a lateral joint such as illustrated in Figure 2. Figure 3 illustrates how the jack rafter is cut transversely to the longitudinal axis thereof, at the required angle a, so as to form a step of length L which in the assembled position (Figure 2) will accommodate the flange portion 14 of the hip bar 12, allowing the jack rafter 10 to abut the hip bar 12 both in the region of the flange 14 and against the upstanding web 16.
By use of a jack rafter in accordance with the present invention, such as shown in Figure 4, the need to provide a stepped mitred end is avoided. The jack rafter is formed by connecting together two separately formed extruded aluminium sections 20,22 as illustrated. The lower flange sub-section 22 has an upstanding stub 24 with a T-section head 26 for insertion from one end thereof in a complimentary undercut groove 28 formed in the web portion 30 of the upper sub-section 20. This head and neck connection between two sub-sections firmly secures the two sections together permitting only relative sliding movement in the direction of the longitudinal axis of the section.
To form a lateral joint in accordance with the present invention, a cut is made at the required angle through the entire height of the jack rafter, that is to say, through both sections in the same plane. The mitred end is then offered transversely to the hip bar until one sub-section, in this case the lower subsection, is brought into abutment with a portion of the hip bar, in this case, the base flange. The upper sub-section 20 is then displaced in the direction of the longitudinal axis relative to the lower sub-section 22 until the mitred end of that subsection abuts the upper web portion 16 of the hip bar 12 as shown in Figure 5. In this position the joint is secured.
It will be understood that the joint may be secured in any convenient manner for example using a screw passing through the jack rafter into the hip bar as shown in Figure 2.
Alternatively, an angled bracket 32 may be attached by screws 34 on the one hand to the upper web portion 16 of the hip bar 12 and on the other to web 30 of the jack rafter 10 as shown in Figure 5 which is a cross-sectional plan view taken through the web 30 of the jack rafter at a level indicated by arrows AA in Figure 4.

Claims (6)

1. A method of forming a lateral joint at a pre-determined angle between elongate members, one of which members has a crosssection including first and second portions of different widths, wherein the other elongate member is formed to include (in crosssection) two sub-sections connected together for relative sliding movement in the direction of the longitudinal axis of the member, wherein the said other member is formed with an end-face inclined at said pre-determined angle, and wherein the sub-sections are displaced relative to one another in said longitudinal direction to bring each sub-section into lateral abutment with one of the said portions of the said one member, prior to securing the joint.
2. A method according to claim 1, wherein the said other member is a jack rafter having upper and lower sub-sections and the said one member is a hip bar having a base flange for supporting a glazing panel, or the like, and an upstanding narrower web, wherein the jack rafter is shaped by making a single cut at the predetermined angle and the upper sub-section of the jack rafter advanced by sliding relative to the lower subsection, into lateral abutment with the web of the hip bar, leaving the lower sub-section in abutment with the base flange, both at the same angle.
3. An extruded section for forming a lateral joint with another member having first and second portions of different widths, said extruded section comprising a first sub-section and a second sub-section connected, or for connection to, the first sub-section for relative sliding movement therewith in the direction of the longitudinal axis of the sub-sections.
4. An extruded section according to claim 1, wherein the two sub-sections are slidably connected together by means of a head and neck connector on one sub-section for insertion in an undercut groove or channel in the other sub-section.
5. An extruded section according to claim 4, wherein the head and neck connector is T-shaped.
6. A method or extruded section substantially as described herein with reference to the accompanying drawings.
GB9019779A 1990-09-10 1990-09-10 Lateral joints between elongate members Expired - Fee Related GB2250793B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
GB9019779A GB2250793B (en) 1990-09-10 1990-09-10 Lateral joints between elongate members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB9019779A GB2250793B (en) 1990-09-10 1990-09-10 Lateral joints between elongate members

Publications (3)

Publication Number Publication Date
GB9019779D0 GB9019779D0 (en) 1990-10-24
GB2250793A true GB2250793A (en) 1992-06-17
GB2250793B GB2250793B (en) 1993-10-20

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
GB9019779A Expired - Fee Related GB2250793B (en) 1990-09-10 1990-09-10 Lateral joints between elongate members

Country Status (1)

Country Link
GB (1) GB2250793B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2323107A (en) * 1997-03-14 1998-09-16 Ultraframe Uk Ltd Conservatory roofs
US5937590A (en) * 1997-03-14 1999-08-17 Ultraframe (Uk) Ltd. Of Enterprise Works Conservatory roofs
GB2406587A (en) * 2003-06-13 2005-04-06 Hadjco 259 Ltd Framework providing variable connection between glazing bar and hip bar

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB552284A (en) * 1941-03-01 1943-03-31 Henry William Buelow Improvements in or relating to brackets for connecting structural members

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB552284A (en) * 1941-03-01 1943-03-31 Henry William Buelow Improvements in or relating to brackets for connecting structural members

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2323107A (en) * 1997-03-14 1998-09-16 Ultraframe Uk Ltd Conservatory roofs
US5937590A (en) * 1997-03-14 1999-08-17 Ultraframe (Uk) Ltd. Of Enterprise Works Conservatory roofs
EP0864707A3 (en) * 1997-03-14 1999-08-25 Ultraframe (Uk) Limited Conservatory roofs
GB2323107B (en) * 1997-03-14 2001-08-15 Ultraframe Uk Ltd Conservatory roofs
GB2406587A (en) * 2003-06-13 2005-04-06 Hadjco 259 Ltd Framework providing variable connection between glazing bar and hip bar

Also Published As

Publication number Publication date
GB9019779D0 (en) 1990-10-24
GB2250793B (en) 1993-10-20

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PCNP Patent ceased through non-payment of renewal fee

Effective date: 20000910