GB2379678A - A truss system - Google Patents

A truss system Download PDF

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Publication number
GB2379678A
GB2379678A GB0221137A GB0221137A GB2379678A GB 2379678 A GB2379678 A GB 2379678A GB 0221137 A GB0221137 A GB 0221137A GB 0221137 A GB0221137 A GB 0221137A GB 2379678 A GB2379678 A GB 2379678A
Authority
GB
United Kingdom
Prior art keywords
rafter
truss system
connector
arms
boom
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Withdrawn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
GB0221137A
Other versions
GB0221137D0 (en
Inventor
George Steven Robertson
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.)
WARD BUILDING COMPONENTS Ltd
Original Assignee
WARD BUILDING 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 WARD BUILDING COMPONENTS Ltd filed Critical WARD BUILDING COMPONENTS Ltd
Publication of GB0221137D0 publication Critical patent/GB0221137D0/en
Publication of GB2379678A publication Critical patent/GB2379678A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/11Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with non-parallel upper and lower edges, e.g. roof trusses
    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2415Brackets, gussets, joining plates
    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2421Socket type connectors
    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2448Connections between open section profiles
    • 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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • E04B2001/2469Profile with an array of connection holes
    • 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
    • E04B1/38Connections for building structures in general
    • E04B1/58Connections for building structures in general of bar-shaped building elements
    • E04B2001/5868Hinged connections
    • 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
    • E04C2003/0486Truss like structures composed of separate truss elements
    • E04C2003/0491Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Wire Bonding (AREA)
  • Led Device Packages (AREA)
  • Non-Reversible Transmitting Devices (AREA)

Abstract

A truss system comprises bottom booms 1, rafters 2, and a plurality of web members 3 extending between the bottom booms and the rafters. Connectors 5 are used for pin jointing between the web members, the rafters and the bottom booms. Each of the rafters, bottom booms and web members are of the same lipped channel section 10 of cold rolled steel. The arms 11 of the channel section 10 are pre-drilled with a number of spaced apart holes 12, the holes in the opposite arm 11 of the channel being aligned to receive a mounting pin 13. The system comprises two different connectors 5a and 5b. In each case the connector comprises a sleeve portion 20 to receive a section 10 such as a web member 3 and at least one arm extending from the sleeve portion for pin jointing to a bottom boom or rafter. For secure mounting there are preferably two spaced-apart arms (21, 22 Fig 4). The arms of connector 5b are cranked outwardly at 23 (Fig 7) so that it can receive a second connector 5a. A pin 13, in the form of a bolt is passed through holes in the connectors and the channel section. The system can be used for any desired angle of web between a bottom boom and a rafter.

Description

<Desc/Clms Page number 1>
"Ass System" The invention relates to truss systems and in particular to a trusss system for use in converting a flat to a pitched roof.
Conventional truss systems comprise a large number of different components which are fitted together on site. The systems are time consuming to assemble and require considerable accuracy. Site cutting of the various components is required in order to cater for even minor tolerances and variations.
There is therefore a need for an improved truss system which will overcome these problems.
Statements of Invention According to the invention there is provided a truss system comprising a bottom boom, a rafter, at least one web member for extending between the boom and the rafter, and a connector having a sleeve portion to receive a web member and an arm extending from the sleeve for pin jointing to a rafter or a bottom boom.
In a preferred embodiment a pair of arms extend from the sleeve member, the arms being spaced apart to receive a bottom boom or a rafter therebetween.
In one embodiment the arms are co-planar with the sleeve portion.
In another embodiment the arms are cranked outwardly to receive a bottom boom or a rafter together with the arms of another support therebetween.
In one embodiment the arms have holes for alignment, an assembly, with corresponding holes in a boom or rafter, for pin jointing the connector to the boom or rafter.
<Desc/Clms Page number 2>
Preferably the sleeve portion of the connector is of channel section comprising a bottom and a pair of upstanding sides, the arms extending from the sides of the channel section.
Preferably the bottom boom and/or the rafter comprises a number of pre-drilled holes for receiving a pin for mounting a connector to a bottom boom or rafter.
In a preferred construction the bottom boom and/or rafter and/or web is a lipped channel.
In a particularly preferred embodiment the bottom boom and the rafter arc of the same section.
Ideally the bottom boom. the rafter and the web member are of the same section.
The invention also provides a trusfis system connector comprising a sleeve portion to receive a structural member and a pair of arms extending from the sleeve portion to receive another structural member therebetween, the arms of the connector being cranked outwardly.
In one embodiment the arms have holes for alignment, on assembly, with corresponding holes in a structural member.
Preferably the sleeve portion is of channel section having a bottom and a pair of upstanding sides, the arms extending from the sides of the channel section.
Brief Description of Drawings The invention will be more clearly understood from the following description thereof given by way of example only, in which :-
<Desc/Clms Page number 3>
Fig 1 is a perspective view of portion of a roof support structure incorporating a truss system of the invention ; Fig 2 is a perspective view of portion of the assembled truss system of the invention ; Fig 3 is a cross sectional view of portion of the assembled truss system : Fig 4 is perspective view of a straight knuckle connector of the truss system; Fig 5 is an elevational view of the connector of Fig 4; Fig 6 is a perspective view of a cranked knuckle connector of the truM system; Fig 7 is an elevational view of the connector of Fig 6; Fig 8 is a perspective view of a truss beam of the truss system; Fig 9 is a view of an apex detail of the truss system ; Fig 10 is a view of an eaves detail of a truss system with parapet fixing ; Fig 1. 1 is a view of an eaves detail of a truss system with roof fixing ; and Fig 12 is a view of another caves detail of the truss system with soffit and facia support details included.
Detailed Description Referring to the drawings there is illustrated a truss system comprising bottom booms 1, rafters 2, and a plurality of web members 3 extending between the bottom
<Desc/Clms Page number 4>
booms 1 and the rafters 2. Connectors 5 are used for pin jointing between the web members 3, the rafters 2 and the bottom booms 1.
Each of the rafters 2, bottom booms 1 and web members 3 are in this case of the same lipped channel section 10 (Fig. 8) of cold rolled steel. The arms 11 of the channel section 10 are pre-drilled with a number of spaced apart holes 12, the holes 12 in the opposite arms 11 of the channel being aligned to receive a mounting pin 13. Because the rafters, bottom booms and web members are of the same section the truss system is greatly simplified as the number of different elements is minimise.
The system comprises two different connectors, namely a straight knuckle connector 5a (Figs 4 and 5) and a cranked knuckle connector 5b (Figs 6 and 7). In each case the connector comprises a sleeve portion 20 to tclescopically receive a section 10 such as a web member 3 and at least one arm extending from the sleeve portion 20 for pin jointing, for example to a bottom boom 1 or a rafter 2. The sleeve portion 20 has lipped channel cross section for receiving the lipped channel section of the web member 3. For secure mounting, preferably there are two arms 21, 22 extending from the sides of the sleeve portion 20 and the arms 21,22 are spaced-apart to defined a gap therebetween.
In the case of the straight knuckle connector 5a the arms 21. 22 are co-planner with the sleeve portion 20 and the gap between the arms 21,22 is approximately the same as or slightly greater than the width of the channel section 10 so that the arms 21, 22 embrace the channel section 10 and are securely pin jointed to it. In the case of the cranked knuckle connector 5b the arms 21, 22 are cranked outwardly at 23 so that the gap defined between them is wider than the gap between the arms of the connector 5a to embrace not only a channel section 10 but also to receive the arms of a connector 5a therebetween, on assembly as illustrated particularly in Fig. 2.
The anns 21,22 of both connectors Sa, Sb have pre-drillcd holes 25 adjacent the free ends thereof for alignment, on assembly, with the holes 12 of the channel section 10.
<Desc/Clms Page number 5>
A pin 13 in the form of a bolt is passed through the holes in the connectors Sa, 5b and the channel section 10 which is used for the bottom booms 1, rafters 2 and web members 3.
The system can be used for any desired angle of web 3 between a bottom boom 1 and a rafter 2. The connectors 5a and/or 5b form a pin joint at the attachment between a web member 3 and a bottom boom 1 or a rafter 2 as will be particularly apparent from Fig 2. A typical roof structure built up from the truss system of the invention is illustrated in Fig 1. Even with such a relatively simple structure the variations in the web angles wilt be apparent. Using the truss system of the invention a wide variation in web angled can be catered for using the same components.
Various roof details that are formed using the truss system of the invention are illustrated in Figs 9 to 12.
Fig 9 illustrates an apex detail in which connectors 5 are used to pin joint rafters 2 at the apex. A top tie 30 extends between the rafters 2 and the ends of the adjacent web members 3 as extended by the connectors 5.
Fig 10 illustrates an eaves detail for parapet fixing in which a bottom boom 1 is secured directly to an existing roof for conversion of a flat roof to a pitched roof.
An eaves detail for a roof fixing is illustrated in Fig. 11. A holding down cleat 35 is stitched to the side of the bottom boom 1.
An eaves detail including soffit and facia supports is illustrated in Fig 12. A bottom boom 1 is attached to an eaves beam 40 using a connector 45. The connector 45 has a sleeve 46 to receive the bottom boom 1. and outtumed arms 47, 48 which are bolted to the eaves beam. A clear 49 is also provided.
<Desc/Clms Page number 6>
The pin jointed truss system of the invention is lightweight and provides a cost effective flat to pitched roof conversion system particularly in clear span (unsupported) applications of up to 12 metres or for larger spans in which support can be provided by the existing roof. The truss system is versatile and can be used in conjunction with any suitable cladding system. The components of the truss system are pre-fabricated and standardised for quick and simple assembly. The components are lightweight and can be readily assembled on a roof or on the ground and easily handled into position is avoided for clear span systems. Disruption to a building or its occupants, The invention is not limited to the embodiments hereinbefore described which may be varied in detail.

Claims (17)

  1. Claims 1. A truss system comprising a bottom boom, a rafter, at least one web member for extending between the boom and the rafter, and a connector having a sleeve portion to receive a web member and an ann extending from the sleeve for pin jointing to a rafter or a bottom boom.
  2. 2. A truss system as claimed in claim 1 wherein a pair of arms extend from the sleeve member, the arms being spaced apart to receive a bottom boom or a rafter therebetween.
  3. 3. A truss system as claimed in claim 2 wherein the arms are co-planar with the sleeve portion.
  4. 4. A truss system as claimed in claim 2 when the anns are cranked outwardly to receive a bottom boom or a rafter together with the anns of another support therebetween.
  5. 5. A truss system as claimed in any preceding claim wherein the arms have holes for alignment, on assembly, with corresponding holes in a boom or rafter, for pin jointing the connector to the boom or rafter.
  6. 6. A truss system as claimed in any preceding claim wherein the sleeve portion of the connector is of a channel section comprising a bottom and a pair of upstanding sides, the arms extending from the sides of the channel section.
  7. 7. A truss system as claimed in any preceding claim wherein the bottom boom and/or the rafter comprises a number of pre-drilled holes for receiving a pin for mounting a connector to a bottom boom or rafter.
    <Desc/Clms Page number 8>
  8. 8. A truss system claimed in any preceding claim wherein the bottom boom is a Upped channel.
  9. 9. A truss system as claimed in any preceding claim wherein the rafter is a lipped channel.
  10. 10. A truss system as claimed in any preceding claim wherein the web member is a lipped channel.
  11. 11. A truss system as claimed in any preceding claim wherein the bottom boom and the rafter are of the same section.
  12. 12. A truss system as claimed in any preceding claim wherein the bottom boom, the rafter and the web member are of the same section.
  13. 13. A truss system substantially as herebefore described with reference to the accompanying drawings.
  14. 14. A truss system connector comprising a sleeve portion to receive a structural member and a pair of arms extending from the sleeve portion to receive another structural member therebetween, the arms of the connector being cranked outwardly.
  15. 15. A connector as claimed in claim 14 wherein the arms have holes for alignment, on assembly, with corresponding holes in a structural member.
  16. 16. A connector as claimed in claim 14 or 15 wherein the sleeve portion is of channel section having a bottom and a pair of upstanding sides, the arms extending from the sides of the channel section.
    <Desc/Clms Page number 9>
  17. 17. A truss system connector substantially as hereinbefore described with reference to the accompanying drawings.
GB0221137A 2001-09-12 2002-09-12 A truss system Withdrawn GB2379678A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP01650103 2001-09-12

Publications (2)

Publication Number Publication Date
GB0221137D0 GB0221137D0 (en) 2002-10-23
GB2379678A true GB2379678A (en) 2003-03-19

Family

ID=8183605

Family Applications (1)

Application Number Title Priority Date Filing Date
GB0221137A Withdrawn GB2379678A (en) 2001-09-12 2002-09-12 A truss system

Country Status (5)

Country Link
EP (1) EP1293619B1 (en)
AT (1) ATE288976T1 (en)
DE (1) DE60202916T2 (en)
GB (1) GB2379678A (en)
IE (1) IE20020740A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2406588A (en) * 2003-08-26 2005-04-06 Hadjco 259 Ltd Variable angle eaves beam joint for use in a conservatory
ITVR20120120A1 (en) * 2012-06-08 2013-12-09 Edilferro S R L JUNCTION DEVICE FOR PROFILES
WO2016000021A1 (en) * 2014-07-01 2016-01-07 David Upfal Connector system for c-channel members

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7409804B2 (en) 2004-12-09 2008-08-12 Nucon Steel Corporation Roof truss
KR100845461B1 (en) 2007-01-08 2008-07-10 진요임 Building construction keeping cover truss
ITFI20120004A1 (en) * 2012-01-13 2013-07-14 Massimo Martigli RETICULAR TRANSACTION SYSTEM FOR COVERS WITH MULTIPLE JOINTS OF INNOVATIVE TYPE.
FR2995334B1 (en) * 2012-09-11 2014-09-12 Ci Composites FARM COVER OF BASIN AND COVER THAT IS EQUIPPED
CA2913090C (en) 2013-05-23 2021-08-03 Les Enceintes Acoustiques Unisson Inc. Foldable structural truss
CN105484370A (en) * 2016-01-04 2016-04-13 多维联合集团有限公司 Pipe truss connecting sleeve joint structure and installing method thereof
CN106759906B (en) * 2016-12-30 2022-02-22 河南奥斯派克科技有限公司 Steel structure straw material board composite member

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB647356A (en) * 1947-11-14 1950-12-13 John Burton Improvements in or relating to tubular metal scaffolding
WO1992022716A1 (en) * 1991-06-19 1992-12-23 Garry Randall Hart Modular building construction
US5426822A (en) * 1988-11-23 1995-06-27 Weir; Richard L. Hinge structure
WO1996022428A1 (en) * 1995-01-20 1996-07-25 Lionel Desmond Hill Joining steel framing
WO2001083903A1 (en) * 2000-05-04 2001-11-08 Alpine Engineered Products, Inc. Method of using hinged connector for steel trusses

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU6087598A (en) * 1997-03-11 1998-09-29 Peter Hasler Lattice girder
GB2369836B (en) * 1999-08-25 2003-12-24 Mitek Holdings Inc Structural framework and webs therefor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB647356A (en) * 1947-11-14 1950-12-13 John Burton Improvements in or relating to tubular metal scaffolding
US5426822A (en) * 1988-11-23 1995-06-27 Weir; Richard L. Hinge structure
WO1992022716A1 (en) * 1991-06-19 1992-12-23 Garry Randall Hart Modular building construction
WO1996022428A1 (en) * 1995-01-20 1996-07-25 Lionel Desmond Hill Joining steel framing
WO2001083903A1 (en) * 2000-05-04 2001-11-08 Alpine Engineered Products, Inc. Method of using hinged connector for steel trusses

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2406588A (en) * 2003-08-26 2005-04-06 Hadjco 259 Ltd Variable angle eaves beam joint for use in a conservatory
ITVR20120120A1 (en) * 2012-06-08 2013-12-09 Edilferro S R L JUNCTION DEVICE FOR PROFILES
WO2016000021A1 (en) * 2014-07-01 2016-01-07 David Upfal Connector system for c-channel members

Also Published As

Publication number Publication date
IE20020740A1 (en) 2003-04-16
DE60202916T2 (en) 2006-03-30
GB0221137D0 (en) 2002-10-23
ATE288976T1 (en) 2005-02-15
DE60202916D1 (en) 2005-03-17
EP1293619B1 (en) 2005-02-09
EP1293619A1 (en) 2003-03-19

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