WO1997042381A1 - Improvements in and relating to roofing for buildings - Google Patents

Improvements in and relating to roofing for buildings Download PDF

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Publication number
WO1997042381A1
WO1997042381A1 PCT/GB1997/001203 GB9701203W WO9742381A1 WO 1997042381 A1 WO1997042381 A1 WO 1997042381A1 GB 9701203 W GB9701203 W GB 9701203W WO 9742381 A1 WO9742381 A1 WO 9742381A1
Authority
WO
WIPO (PCT)
Prior art keywords
tne
truss
roofing
flange
face
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.)
Ceased
Application number
PCT/GB1997/001203
Other languages
French (fr)
Inventor
Leslie Chapman
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.)
KHS Group Ltd
Original Assignee
KHS Group 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 KHS Group Ltd filed Critical KHS Group Ltd
Priority to US09/180,047 priority Critical patent/US6148574A/en
Priority to AT97918288T priority patent/ATE196174T1/en
Priority to JP9539639A priority patent/JP2000509778A/en
Priority to AU26470/97A priority patent/AU706710B2/en
Priority to EP97918288A priority patent/EP0897440B1/en
Priority to BR9709128A priority patent/BR9709128A/en
Priority to NZ332498A priority patent/NZ332498A/en
Priority to DE69703039T priority patent/DE69703039T2/en
Publication of WO1997042381A1 publication Critical patent/WO1997042381A1/en
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/38—Arched girders or portal frames
    • E04C3/40—Arched girders or portal frames of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2409—Hooks, dovetails or other interlocking connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles

Definitions

  • This invention concerns improvements in and relating to roofing for buildings, and, more especially, to an improved connecting means for use in the assembly of a building roof from prefabricated components of metal, e.g. steel.
  • a storage area may be provided with a supported roof that does not rely upon external walls of the building for its support.
  • the sices of the building may be left open for access, or may be closed by means of simple, non load-bearing walls.
  • vertical I- beams of relied steel may serve as columns for supporting the roof via trusses bolted to the flanges of the I-beams at the upper ends thereof . Purlins carried by the roof trusses will tnen support the roof cladding.
  • Such an arrangement is particularly useful for storage purposes, since the vertical I-beams may also serve as supports for cantilever racking of known construction.
  • a roofing truss for assembly to the upper end of a vertical I-beam, the truss comprising an end face for abutment against a flange of the I-beam and further having, extending obliquely downwardly and outwardly from the upper edge of said end face, a bifurcated guide means arranged to extend over the upper portions of a flange of such an I- beam and to engage on either side of the central web of the I-beam.
  • Such an arrangement provides, in a simple manner, for both vertical and horizontal alignment of the end of a roofing truss curing its attachment to the I-beam.
  • clamping means for engagement around the flange of an I-beam and an end plate of the roofing truss, for clamping the latter securely against the I-beam, in use.
  • the central web of the I-beam may be provided with angled counter pressure plates for face to face engagement with the bifurcated guide means of the roofing truss .
  • Figure 1 is a diagrammatic elevation of part of a building construction of a kind to which the present invention may be applied
  • FIG. 1 is an enlarged detail of a part of a roofing construction of the kind shown in Fig. 1,
  • Figure 3 is a plan view corresponcing to Fig. 2,
  • Figure 4 is a sectional plan view taken on the line IV-IV of 2
  • Figure 5 is a view similar to Figure 2 showing an alternative arrangement.
  • FIG. 1 there is shown an example of a building construction for use m warehousing anc storage.
  • the building comprises a plurality of vertical I-beams 1 that are supported from the floor 2 of the building and anchored to the foundations in known manner.
  • the upper ends of the I-beams support transversely extending roofing trusses 3 fabricated from welded steel frames in known manner.
  • Trusses 3 spanning the central area of the building may be interconnected by tension braces 4, and further trusses 3 may extend as cantilevers from the I-beams 1 to edges of the roof.
  • the roof trusses 3 may support longitudinally extending purlins 5 that carry roof cladding 6 in known manner.
  • Such a construction has the advantage that it can provide open access to the storage area below the roof without the need for load-bearing walls.
  • the vertical I-beams 1 may also carry cantilever racking arms 7 that are attached to the I-beams in known manner.
  • Each roof truss includes a vertically extending abutment plate 10 as in integral part of its welded structure. At the upper end of the plate 10, there is welded e spacing plate II the thickness of which substantially corresponds to the thickness of a flange IA of the I-beam.
  • the spacing plate 11 in turn supports a pair of downwardly angled guide plates 12 that form a bifurcated guide arrangement extending over the central v/eb 13 of the I-beam 1, as shown in more cetail in Fig. 3.
  • the web 15 aisc supports a pair of L-shaped angle plates 13 that are weIced obliquely to the web IB, so that outwardly extending limbs thereof are parallel to the planes of the guide plates 12 and are in closely abutting relationship with the latter when the truss 3 is in the assembled position shown.
  • the end plate 10 of the truss 3 is held securely in abutting relationship to the flange IA of the I-beam by a clamping means indicated generally by reference numeral 14 in Fig. 2, and which will be described in more detail with reference to Fig. 4.
  • a pair of arras 15 of U-shaped channel section each have welded thereto a pair of transverse members 16 of L-shaped angle section.
  • the members 16 are accurately spaced so that opposed flanges thereof extend in parallel relationship at a spacing that corresponds to the combined thickness of the web IA of the I-beam 1 and the end plate 10 of the truss 3.
  • Ends 15A of the arms 15 are drawn towards one another by means of a clamping bolt 17, and the canting of the arms 15 that occurs as a clamping nut 18 is tightened onto the bolt 17, causes the angle members 16 to exert a wedging effect upon the abutting flange IA and plate 10, so that the latter are clamped immovably into engagement with one another.
  • roofing truss 3 shown in the drawings is formed in conventional manner by steel beams and struts of rectangular box section it would also be possible to fabricate the trusses from angle section, also in generally known manner.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Physics & Mathematics (AREA)
  • Building Environments (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Glass Compositions (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Tents Or Canopies (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Seal Device For Vehicle (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

A roofing truss (3) has an end plate (10) for engagement against a flange (1a) of a supporting I-beam (1). To aid assembly of the truss and I-beam and to locate the same after assembly the upper end of the plate (10) carries on the surface to face the I-beam a bifurcated guide means (11, 12) arranged to extend over the upper portions of the flange (1a) and to engage on either side of a central web (1b) of the I-beam (1).

Description

IMPROVEMENTS IN AND RELATING TO ROOFING FOR BUILDINGS
This invention concerns improvements in and relating to roofing for buildings, and, more especially, to an improved connecting means for use in the assembly of a building roof from prefabricated components of metal, e.g. steel.
In the construction of prefabricated metal buildings for example for storage and warehousing purposes, a storage area may be provided with a supported roof that does not rely upon external walls of the building for its support. Thus the sices of the building may be left open for access, or may be closed by means of simple, non load-bearing walls. In sucn a construction, for example, vertical I- beams of relied steel may serve as columns for supporting the roof via trusses bolted to the flanges of the I-beams at the upper ends thereof . Purlins carried by the roof trusses will tnen support the roof cladding.
Such an arrangement is particularly useful for storage purposes, since the vertical I-beams may also serve as supports for cantilever racking of known construction.
However, :Γ.L assembly of such a building construction is complicate:: ty tr.e requirement for the roof trusses to be bolted tc tne upper ends of the vertical I-beams. The relatively massive trusses must be manoeuvred into position with their ends abutting the flanges of the I-beams in the appropriate position for the assembly of connecting bolts. The trusses must be lifted by a hoist and accurate manual location of the ends of the trusses swung from a hoist can prove difficult, particularly in adverse weather conditions .
It is accordingly an object of the invention to provide means enabling simplification of the process of assembly of such a construction. In accordance with the invention there is provided a roofing truss for assembly to the upper end of a vertical I-beam, the truss comprising an end face for abutment against a flange of the I-beam and further having, extending obliquely downwardly and outwardly from the upper edge of said end face, a bifurcated guide means arranged to extend over the upper portions of a flange of such an I- beam and to engage on either side of the central web of the I-beam.
Such an arrangement provides, in a simple manner, for both vertical and horizontal alignment of the end of a roofing truss curing its attachment to the I-beam.
In accordance with a preferred feature of the invention there may also be provided clamping means for engagement around the flange of an I-beam and an end plate of the roofing truss, for clamping the latter securely against the I-beam, in use. Thus the requirement for the insertion of securing bolts through apertures in the fiance of the I- beam and the end plate of the roofing truss may be avoided, further simplifying assembly of the roof.
Advantageously, the central web of the I-beam may be provided with angled counter pressure plates for face to face engagement with the bifurcated guide means of the roofing truss .
If desired additional security in the finished assembly may be obtained by securing bolts extending through the bifurcated guide means and the counter pressure plates of the I-beam. The invention is illustrated by way of example in the accompanying drawings, in which;
Figure 1 is a diagrammatic elevation of part of a building construction of a kind to which the present invention may be applied,
Figure 2 is an enlarged detail of a part of a roofing construction of the kind shown in Fig. 1,
Figure 3 is a plan view corresponcing to Fig. 2,
Figure 4 is a sectional plan view taken on the line IV-IV of 2, and
Figure 5 is a view similar to Figure 2 showing an alternative arrangement.
Referring to Fig. 1 there is shown an example of a building construction for use m warehousing anc storage.
The building comprises a plurality of vertical I-beams 1 that are supported from the floor 2 of the building and anchored to the foundations in known manner. The upper ends of the I-beams support transversely extending roofing trusses 3 fabricated from welded steel frames in known manner. Trusses 3 spanning the central area of the building may be interconnected by tension braces 4, and further trusses 3 may extend as cantilevers from the I-beams 1 to edges of the roof. The roof trusses 3 may support longitudinally extending purlins 5 that carry roof cladding 6 in known manner. Such a construction has the advantage that it can provide open access to the storage area below the roof without the need for load-bearing walls. The vertical I-beams 1 may also carry cantilever racking arms 7 that are attached to the I-beams in known manner.
The detail of a connection made in accordance with one embodiment of the invention, between an I-beam 1 and a roof truss 2 , is shown in Figs. 2 to 4. Each roof truss includes a vertically extending abutment plate 10 as in integral part of its welded structure. At the upper end of the plate 10, there is welded e spacing plate II the thickness of which substantially corresponds to the thickness of a flange IA of the I-beam. The spacing plate 11 in turn supports a pair of downwardly angled guide plates 12 that form a bifurcated guide arrangement extending over the central v/eb 13 of the I-beam 1, as shown in more cetail in Fig. 3.
The web 15 aisc supports a pair of L-shaped angle plates 13 that are weIced obliquely to the web IB, so that outwardly extending limbs thereof are parallel to the planes of the guide plates 12 and are in closely abutting relationship with the latter when the truss 3 is in the assembled position shown.
The end plate 10 of the truss 3 is held securely in abutting relationship to the flange IA of the I-beam by a clamping means indicated generally by reference numeral 14 in Fig. 2, and which will be described in more detail with reference to Fig. 4. A pair of arras 15 of U-shaped channel section each have welded thereto a pair of transverse members 16 of L-shaped angle section. The members 16 are accurately spaced so that opposed flanges thereof extend in parallel relationship at a spacing that corresponds to the combined thickness of the web IA of the I-beam 1 and the end plate 10 of the truss 3. Ends 15A of the arms 15 are drawn towards one another by means of a clamping bolt 17, and the canting of the arms 15 that occurs as a clamping nut 18 is tightened onto the bolt 17, causes the angle members 16 to exert a wedging effect upon the abutting flange IA and plate 10, so that the latter are clamped immovably into engagement with one another.
It will be seen that an arrangement in accordance with the above described embodiment of the invention provides an extremely simple and effective connecting assembly. When the roofing truss 3 is initially brought into engagement with the upper end of the I-beam 1, it is only necessary to hook the cuice means 12 over of the I-beam to engage the flange 1.-. anc tr.e web IB, and then to lower the truss 3 sufficiently that it settles into position with the end plate 10 in abutment with the web IA, under its own weight, whilst remaining partly supported by any hoist. The clamping arms 15 are then assembled with angle members 16 on opposite sides of the flange IA and the end plate 10, and the clamping bolt 17 is passed through ends 15A of the arms 15 and secured by the clamping nut 18 to complete the assembly.
If desired additional security can be provided by inserting connecting bolts through the plates 12 and 13. Whilst such an arrangement is not necessary in normal use, it may provide additional security under extreme weather conditions when wind exerts an upward lifting force upon the roof and the trusses 3.
As shown in Fig. 5, additional security of the connection between the truss 3 and the I-beam 1 may be obtained by positioning the clamping means 14 towards the lower edge of the plate 10. This requires that the angle members 16 facing the plate 10 be profiled or notched to fit around the lower longitudinal beam of the roofing truss 3.
Although the plates 10, 11, 12 and the plates 13 are welded in place in the above arrangement, it will be appreciated that these elements could alternatively be secured by other means such as nuts and bolts.
Also although the roofing truss 3 shown in the drawings is formed in conventional manner by steel beams and struts of rectangular box section it would also be possible to fabricate the trusses from angle section, also in generally known manner.

Claims

Claims :
1. A roofing truss for assembly to the upper end of a vertical I-beam, the truss comprising an end face for abutment against a flange of the I-beam and further having, extending obliquely downwarcly and outwardly from the upper eαge of εaiα end face, a bifurcated guide means arrangeα to extenc over tne upper portions of a flange of εucn an I- beam ar.c to engage on eitner sice cf tne central weo of tne I-beam.
2. A roofing truss as ciaimec m Claim 1, in comoination with a clamping means for engagement arounc tne flange of an I-oean anc an enc plate cf the roofing truss, for clamping tne latter securely against the I-beam in use.
3. An assembly comprising a roofing truss as claimed in Claim 1 or 2 and an uprignt I-beam for supporting the same, m wmcn the central wen of tne l-oeaπ is provicec with angiec counter pressure plates for face to face engagement witn tne bifurcateα guide means of tne roofing truss.
4. A roofing truss as claimed in Claim 2, or an assemoly as Claims 2 and 3, in which said clamping means comprises a pair of cantilever arms each having at one end a pair of spaced flanges extending parallel to one another for close fitting engagement against opposite faces of saiα enα plate and said flange of said I-beam, ana means for displacing the free enαs of said cantilever arms relatively to one another to cause the spaced flanges to exert a clamping effect upon the said end plate and said flange.
5. A truss or assembly as claimed in Claim 4 in which one of each of said pair of flanges is profiled or notched to fit around a beam of the roofing trust at a junction thereof with said end plate.
PCT/GB1997/001203 1996-05-02 1997-05-01 Improvements in and relating to roofing for buildings Ceased WO1997042381A1 (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
US09/180,047 US6148574A (en) 1996-05-02 1997-05-01 Roofing for buildings
AT97918288T ATE196174T1 (en) 1996-05-02 1997-05-01 BUILDING ROOFS
JP9539639A JP2000509778A (en) 1996-05-02 1997-05-01 Building roofing materials and improvements
AU26470/97A AU706710B2 (en) 1996-05-02 1997-05-01 Improvements in and relating to roofing for buildings
EP97918288A EP0897440B1 (en) 1996-05-02 1997-05-01 Improvements in and relating to roofing for buildings
BR9709128A BR9709128A (en) 1996-05-02 1997-05-01 Improvement on roofs for buildings
NZ332498A NZ332498A (en) 1996-05-02 1997-05-01 Roofing truss assembled to i-beam column by bifurcated guide to provide initial locating of truss
DE69703039T DE69703039T2 (en) 1996-05-02 1997-05-01 BUILDING ROOFS

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB9609210A GB2312688B (en) 1996-05-02 1996-05-02 Improvements in and relating to roofing for buildings
GB9609210.1 1996-05-02

Publications (1)

Publication Number Publication Date
WO1997042381A1 true WO1997042381A1 (en) 1997-11-13

Family

ID=10793092

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB1997/001203 Ceased WO1997042381A1 (en) 1996-05-02 1997-05-01 Improvements in and relating to roofing for buildings

Country Status (13)

Country Link
US (1) US6148574A (en)
EP (1) EP0897440B1 (en)
JP (1) JP2000509778A (en)
AT (1) ATE196174T1 (en)
AU (1) AU706710B2 (en)
BR (1) BR9709128A (en)
CA (1) CA2252587A1 (en)
DE (1) DE69703039T2 (en)
ES (1) ES2151727T3 (en)
GB (1) GB2312688B (en)
NZ (1) NZ332498A (en)
WO (1) WO1997042381A1 (en)
ZA (1) ZA973800B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102006052854B4 (en) * 2006-11-09 2012-05-10 Eisenmann Ag Large cubicle for the treatment of workpieces
US8528268B1 (en) * 2010-12-02 2013-09-10 Component Manufacturing Company Trilateral bracing structure for reinforcing a building frame structure
US9206594B1 (en) 2014-09-04 2015-12-08 Columbia Insurance Company Hanger with locator tooth
JP7042727B2 (en) * 2018-10-05 2022-03-28 アイジー工業株式会社 Roof structure

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE347845A (en) *
GB436979A (en) * 1934-06-22 1935-10-22 James Alexander Hooks Improvements relating to junction cleats for connecting straight and camber girders to girder legs, without bolts
GB583869A (en) * 1944-03-27 1947-01-01 Alexander Kari Improvements in and relating to weather protection of building sites and the like
US3919819A (en) * 1973-02-06 1975-11-18 Wayne H Oliver Self locking panel connector
US3977801A (en) * 1974-11-22 1976-08-31 Thomas Philip Murphy Connector for structural members
FR2621340A1 (en) * 1987-10-02 1989-04-07 Lesaege Serge Metal frame
FR2647861A1 (en) * 1989-05-30 1990-12-07 Marlin Romuald System for assembling two elements of mechanical structures
DE4313895A1 (en) * 1993-04-28 1994-11-03 Reinhard Tweer Gmbh Bearing-member connection

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US1078306A (en) * 1913-11-11 American Car & Foundry Co Vestibule-hood.
US741066A (en) * 1903-03-23 1903-10-13 Timothy O'shea Building construction.
US1097934A (en) * 1912-07-11 1914-05-26 American Car & Foundry Co Pressed-steel sill-pocket.
US1538218A (en) * 1923-12-29 1925-05-19 Seelye Elwyn Eggleston Seat for concrete beams
US1651516A (en) * 1925-03-16 1927-12-06 Ellis Russell Scott Concrete structure
US2137009A (en) * 1936-11-27 1938-11-15 Volcanio Products Corp Concrete structure
US2994415A (en) * 1958-09-30 1961-08-01 Roger J Halle Connecting means for structural elements
US3019861A (en) * 1959-03-09 1962-02-06 Nat Steel Corp Metallic building structure
US3196996A (en) * 1963-05-07 1965-07-27 Hico Corp Of America Form supporting girder construction
US3358848A (en) * 1966-03-16 1967-12-19 Eth Maskin Ab Vertically adjustable supporting means
US4691137A (en) * 1984-10-05 1987-09-01 Sando Iron Works Co., Ltd. Electrode plate for generating plasma

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE347845A (en) *
GB436979A (en) * 1934-06-22 1935-10-22 James Alexander Hooks Improvements relating to junction cleats for connecting straight and camber girders to girder legs, without bolts
GB583869A (en) * 1944-03-27 1947-01-01 Alexander Kari Improvements in and relating to weather protection of building sites and the like
US3919819A (en) * 1973-02-06 1975-11-18 Wayne H Oliver Self locking panel connector
US3977801A (en) * 1974-11-22 1976-08-31 Thomas Philip Murphy Connector for structural members
FR2621340A1 (en) * 1987-10-02 1989-04-07 Lesaege Serge Metal frame
FR2647861A1 (en) * 1989-05-30 1990-12-07 Marlin Romuald System for assembling two elements of mechanical structures
DE4313895A1 (en) * 1993-04-28 1994-11-03 Reinhard Tweer Gmbh Bearing-member connection

Also Published As

Publication number Publication date
CA2252587A1 (en) 1997-11-13
US6148574A (en) 2000-11-21
GB2312688B (en) 1998-03-11
ES2151727T3 (en) 2001-01-01
EP0897440B1 (en) 2000-09-06
GB2312688A (en) 1997-11-05
GB9609210D0 (en) 1996-07-03
NZ332498A (en) 1999-05-28
JP2000509778A (en) 2000-08-02
ATE196174T1 (en) 2000-09-15
AU706710B2 (en) 1999-06-24
DE69703039D1 (en) 2000-10-12
ZA973800B (en) 1997-11-24
EP0897440A1 (en) 1999-02-24
AU2647097A (en) 1997-11-26
BR9709128A (en) 1999-08-03
DE69703039T2 (en) 2001-04-05

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