WO2009044277A2 - Voussoirs et planchers de mezzanine de chemin de fer - Google Patents

Voussoirs et planchers de mezzanine de chemin de fer Download PDF

Info

Publication number
WO2009044277A2
WO2009044277A2 PCT/IB2008/003091 IB2008003091W WO2009044277A2 WO 2009044277 A2 WO2009044277 A2 WO 2009044277A2 IB 2008003091 W IB2008003091 W IB 2008003091W WO 2009044277 A2 WO2009044277 A2 WO 2009044277A2
Authority
WO
WIPO (PCT)
Prior art keywords
frame element
soffit
support
panel
stanchion
Prior art date
Application number
PCT/IB2008/003091
Other languages
English (en)
Other versions
WO2009044277A3 (fr
Inventor
Steven Caffall Finch
Original Assignee
Nelson, Antoine
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
Priority claimed from GB0719407A external-priority patent/GB2453362A/en
Priority claimed from GB0722955A external-priority patent/GB0722955D0/en
Priority claimed from GB0802370A external-priority patent/GB0802370D0/en
Priority claimed from GB0812300A external-priority patent/GB0812300D0/en
Application filed by Nelson, Antoine filed Critical Nelson, Antoine
Priority to EP20080835682 priority Critical patent/EP2231940B1/fr
Priority to AU2008306580A priority patent/AU2008306580B2/en
Priority to JP2010529471A priority patent/JP5630764B2/ja
Publication of WO2009044277A2 publication Critical patent/WO2009044277A2/fr
Publication of WO2009044277A3 publication Critical patent/WO2009044277A3/fr

Links

Classifications

    • 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
    • E04B1/32—Arched structures; Vaulted structures; Folded structures
    • E04B1/3205—Structures with a longitudinal horizontal axis, e.g. cylindrical or prismatic structures
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
    • E04B9/061—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members supporting construction for curved ceilings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
    • E04B9/064—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members comprising extruded supporting beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
    • E04B9/06—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members
    • E04B9/065—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation characterised by constructional features of the supporting construction, e.g. cross section or material of framework members comprising supporting beams having a folded cross-section
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/52—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose with special adaptations for auxiliary purposes, e.g. serving for locating conduits
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/0805—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and the wall
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0801—Separate fastening elements
    • E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
    • E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
    • E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
    • E04F13/0869—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements having conduits for fluids
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/024—Sectional false floors, e.g. computer floors
    • E04F15/02405—Floor panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2238—Sockets or holders for poles or posts to be placed on the ground
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2284—Means for adjusting the orientation of the post or pole
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473—U- or C-shaped

Definitions

  • This invention relates to systems, methods and apparatus for lining arched structures and for installing mezzanine floors, particularly in railway arches
  • Railway arches are the spaces defined between the adjacent piers of an arched viaduct supporting a railway line, and are commonly adapted to accommodate light industrial, storage, retail, office and other commercial activities
  • Other arched structures include tunnels, vaults and the like
  • a viaduct comprises a plurality of spaced-apart, usually parallel piers, each being a masonry structure extending transversely across the width of the viaduct and upwardly from a foundation, with an arched masonry structure known as a barrel supported between each adjacent pair of piers so that its soffit or intrados (the downwardly facing, curved surface) meets each pier along a usually horizontal line, not always visually discernible, known as the spring
  • the width of the arch is thus defined as the horizontal distance between the respective piers in the transverse direction of the arch, which is typically parallel with the longitudinal axis of the viaduct, and the length of the arch as the length of the piers in the longitudinal direction of the arch, corresponding to the width of the viaduct
  • the overall height of the arch is the vertical distance between the arch floor or ground surface and the crown, which is an imaginary line extending along the length of the arch at the uppermost part of the soffit, typically equidistant between the respective piers
  • the inwardly facing surfaces of the piers ( ⁇ e the surfaces facing inwardly into the arch) thus define the generally vertical sides of the arch, while the two ends of the arch are often closed by freestanding walls defining a front entrance and, optionally, windows
  • an additional floor (herein termed a mezzanine floor) may also be provided at an upper level
  • Railway arches are usually damp and dirty and are often severely affected by rainwater which penetrates through the masonry and drips continuously from the soffit
  • the whole interior surface of the arch (piers and soffit) must therefore be lined so as to intercept the water and divert it, typically to narrow soakaways formed between the base of each pier and the adjacent edge of a concrete floor slab, and/or to gutters arranged at or below the spring
  • Railway arches vary widely in their dimensions and in the geometry of the soffit, which for example may conform to a cylindrical surface, or may be flattened at the crown, or may be ellipsoidal with the minor radius at the crown
  • the spring may range in height from below ground level to many tens of metres above ground level, although for most commercially usable arches it is likely to be of the order of about 1 m - 15m above ground level
  • the lining In order to maximise the available space within the arch, it is important that the lining should conform as closely as possible to the surface of the soffit and piers while providing a continuous downward fall to carry water from the crown to the ground
  • the lining comprises overlapping corrugated plastics sheets which are screwed or nailed to horizontal battens fixed at spaced intervals to the soffit and piers Each fixing passing through the corrugated sheets must be sealed to prevent water penetration
  • GB 2 383 804 discloses an arch lining system comprising a plurality of overlapping tiles supported on a framework
  • the framework comprises a central, galvanized steel water deflection plate, which is fixed along the crown of the arch, and a set of spaced-apart frame elements, each comprising an outer, galvanized steel water deflection plate and an inner, aluminium extrusion, which are arranged in pairs to extend downwardly along the curve of the soffit in opposite directions from the central deflection plate on either side of the crown
  • the deflection plates are fixed to the soffit by means of expanding bolts
  • the tiles are fixed in horizontal rows between the aluminium extrusions, so that the central portion of the lower edge of each tile extends downwardly behind the upper edge of the tile below, forming a continuous surface which sheds water
  • the ends of each tile are sealed against the aluminium mouldings by means of neoprene gaskets, while any water falling onto the zone above the tile ends is diverted by the galvanized
  • the system of GB '804 advantageously provides for inspection of portions of the brickwork by selective removal of the tiles, but it is not clear whether the system is able to accommodate variations in the curvature of the soffit without compromising the waterproof seal between the tiles and the aluminium extrusions
  • the expanding bolts apply a point load in an inward direction away from the soffit, which may dislodge individual bricks from the barrel Moreover, the system of GB '804 relies on gaskets to seal the penetrations of the expanding bolts through the deflection plates, so that the integrity of the waterproof lining depends on the waterproof seal provided by each of the gaskets
  • a lining may comprise a waterproof inner covering (sheets, panels, or the like) and/or a framework supporting lighting or other fixtures
  • the novel framework comprising a plurality of elongate, flexible frame elements, which may be supported by stanchions at either side of the arch, is easily installed within an arched structure without inserting any fixings into the soffit or piers, so that the attendant problems of water penetration and structural damage are entirely avoided Moreover, the flexible frame elements are adapted to be cut to length and re-joined as required and adapt automatically to the geometry of the arch in which they are installed Each installation can thus be accomplished using standard, interchangeable and largely re-usable components, and requires neither complex measurement nor customised parts
  • each flexible frame element may comprise locking joints which confer sufficient inherent rigidity to permit the frame element to be mechanically decoupled from the soffit in the installed position, which may be advantageous in ensuring compliance with applicable regulations
  • each flexible frame element does not need to provide the inherent rigidity and resistance to wind and other external loading required of an independent, freestanding structure, it may consequently be surprisingly long and small in profile compared with its load carrying capacity, making it relatively light in weight and cheap to manufacture
  • the whole lining may be accommodated within an envelope of no more than about, say, 50mm - 75mm from the inner surface of the arch, maximising the available space in the lined arch
  • the long, narrow, flexible frame elements are preferably supplied, bound together in pairs so as to form a rigid assembly which is easy to transport, and are easily installed without specialist access equipment by means of the novel installation tools which permit the majority of the installation work to be carried out at ground level
  • the novel framework may be used to support a working platform or mezzanine floor which affords easy access for attachment of the lining sheets or panels beneath the soffit
  • the frame elements and panels may provide conduits and attachment points for wiring, small diameter pipework, lighting and power fixtures, and the like
  • Figs 1 - 12 illustrate sequential steps in the installation of a first embodiment of the novel system in a railway arch, with Figs 4A, 5A, 6A and 7A illustrating variations in the method in accordance with alternative embodiments comprising flexible frame elements having locking joints,
  • Figs 13A - 13C are respectively front, top and side views of a first baseplate
  • Figs 14A - 14C are end views respectively of a first stanchion, a first, unitary frame element incorporating a first, plastic deformation element, and the first frame element attached to the first stanchion,
  • Fig 14D is an end view of two first frame elements strapped together as supplied for transportation,
  • Fig 15 is a front view of part of the first stanchion
  • Figs 16A and 16B are respectively a rear view and a side view of one end of the first frame element
  • Fig 17 is a side view of part of the first stanchion
  • Fig 18 is a front view of part of a second, unitary frame element incorporating a second, plastic deformation element, slidingly engaged with a second stanchion,
  • Figs 19A and 19B are respectively a rear view and a side view of one hinge portion of the first frame element of Fig 16A, showing the first, plastic deformation element after a first stage of deformation
  • Figs 19C and 19D correspond to Figs 19A and 19B and show the first frame element after a second stage of deformation
  • Figs 2OA - 2OD show views corresponding to those of Figs 19A - 19D of the second frame element of Fig 18 after respectively first and second stages of deformation
  • Figs 21 A - 21 E are respectively front, rear, side, first end and second end views of one rigid section of a third, articulated frame element incorporating a third, resilient deformation element, prior to assembly,
  • Figs 22A and 22B are respectively a side view and an end view of a spacer of the third frame element
  • Figs 23A and 23B are respectively a side view and an end view of a pivot of the third frame element
  • Figs 24A - 24C are respectively rear, front and side views of one hinge portion of the third frame element after assembly, showing the third, resilient deformation element,
  • Fig 24D corresponds to Fig 24C and shows the third frame element during installation
  • Figs 25A and 25B are respectively a front view and a side view of a jointing bar for use in joining together two short frame elements to form a longer frame element
  • Figs 26A and 26B are respectively a side view and an end view of a second jointing bar with a cable tray
  • Fig 27A is a cross-section of a first, preferred shield after extrusion and prior to rolling
  • Fig 27B is a perspective view of the first shield after rolling
  • Figs 28A and 28B are enlarged views respectively of the central attachment portion and of one longitudinal water guiding structure of the first shield
  • Figs 29 and 30 are cross-sections through the first shield attached respectively to the preferred stanchion of Fig 80 and to the preferred frame element of Fig 85,
  • Figs 31 A and 31 B are respectively a front view and an end view of one end of a crown lining sheet
  • Figs 32A and 32B are respectively a front view and an end view of a bracing strut
  • Figs 33A and 33B are respectively a side view and a front view of a bracket for use with the bracing strut,
  • Figs 33C and 33D show alternative resilient deformation elements for use with the articulated frame element
  • Fig 34A is a rear view of a first panel, in which the central portion is cut away to show both of its ends,
  • Fig 34B is a longitudinal section through the first panel at B - B in Fig 34A,
  • Fig 34C is a lower end view of the first panel as shown in Fig 34A,
  • Figs 35A - 35C are enlarged views of the lower end of the first panel as shown respectively in Figs 34A - 34C,
  • Figs 36A and 36B are enlarged views of the upper end of the first panel as shown respectively in Figs 34A and 34B,
  • Figs 37A - 37C are cross sections showing the cooperating upper and lower ends of two first panels after installation respectively near the crown, near the spring line, and on stanchions adjacent the piers of a railway arch,
  • Fig 37D shows the rear water shedding surface of the panel in an alternative embodiment
  • Figs 38A and 38B are respectively a front view and an end view of part of a replacement mounting flange for attachment to a cut end of the first panel
  • Fig 39 is a section through part of an installed lining at the crown of a railway arch, parallel with the longitudinal axis of the arch,
  • Fig 40 is a section through part of another installed lining lower down on the soffit of another railway arch, parallel with the longitudinal axis of the arch, Figs 41 A and 41 B show a first releasable mounting mechanism of a first installation tool, respectively before and after attachment to a third stanchion,
  • Figs 42A and 42B are respectively plain and cut-away side views of the first releasable mounting mechanism in the disengaged position as shown in Fig 41A,
  • Fig 43 is a section at X43 - X43 in Fig 41 B, showing the lower end of the first releasable mounting mechanism in the engaged position,
  • Figs 44 is a front view of a first movement mechanism of the first tool with the front cover removed, showing the ratchet drive pawls in the disengaged position,
  • Fig 45 is a longitudinal section through the first movement mechanism at X45 - X45 and X45' - X45' in Fig 44, with the front cover in place, showing the first tool mounted on the third stanchion of Fig 41 B,
  • Fig 46 shows the right-hand ratchet mechanism of Fig 45 with the drive pawl in the engaged position
  • Figs 47A and 47B are respectively a front view and a side view of the right hand drive pawl of the first movement mechanism
  • Figs 48A and 48B are respectively a front view and a side view of the right hand pawl control lever of the first movement mechanism
  • Figs 49A and 49B are respectively a front view and a side view of the intermediate cluster gear assembly of the first movement mechanism
  • Figs 5OA and 5OB are respectively a front view and a side view of the left-hand ratchet wheel of the first movement mechanism (both ratchet wheels are identical),
  • Figs 51 A and 51 B are respectively a front view and an oblique end view of the right-hand drive lever of the first movement mechanism
  • Fig 52 is a front view showing the frame element attachment mechanism of the first tool in use, in which the first tool is mounted on the first stanchion of Fig 15 and the first frame element of Fig 16A is attached to the tool and raised into the vertical position, with the detent mechanism in the locked position, Fig 53 shows the view of Fig 52 with the front casing of the first tool cut away and the detent mechanism shown in scrap view in the locked position,
  • Fig 54 is a side view of the first tool in use as shown in Fig 52, showing the detent mechanism in the locked position,
  • Fig 55 is an enlarged side view of the detent and ratchet mechanisms of the first tool as shown in Fig 54,
  • Figs 56A and 56B are side views of the detent mechanism of the first tool respectively in the actuated (release) position and the disengaged position
  • Fig 57 is a front view showing the first tool attached to the first stanchion, in which the detent mechanism is in the actuated (release) position and the pivot assembly is partially rotated prior to attachment of the first frame element,
  • Fig 58 is a front view corresponding to Fig 57 in which the pivot assembly has been fully rotated, the detent mechanism has returned to the disengaged position, and the first frame element has been attached to the tool prior to raising it to the vertical position as shown in Fig 52,
  • Fig 59 is an enlarged side view of the frame element attachment mechanism as shown in Fig 54, with the pivot mechanism and the first frame element in the vertical position,
  • Fig 60 is a side view corresponding to Fig 54 but showing the first tool after actuation of the separation adjustment mechanism, with the first frame element fully engaged with the first stanchion,
  • Fig 61 A is a cut-away side view showing the frame element attachment mechanism with most of its components removed, in which the detent housing is sectioned at line A - A of Fig 61 C,
  • Fig 61 B is a section through the detent housing at B - B in Fig 61 A,
  • Fig 61 C is a top view of the detent housing of Fig 61A,
  • Fig 62 is a front view corresponding to Fig 61 A, in which the front casing is cut away to reveal the pivot frame assembly, and the detent mechanism is shown in scrap view,
  • Fig 63 shows the pivot frame assembly of Fig 62, with the front protection plate removed
  • Fig 64 shows the rear mounting plate of the pivot frame assembly housing of the first tool
  • Figs 65 - 74 show various components of the detent, ratchet and separation adjustment mechanisms of the first tool, in which - Figs 65A, 65B and 65C are respectively side, top and front end views of the detent bolt,
  • Figs 66A and 66B are respectively a side view and an end view of the roll pin
  • Figs 67A - 67C are respectively front, side and top views of the wedge
  • Figs 68A - 68C are respectively front, top and end views of the slide key
  • Fig 69A is a front view of the left hand pawl assembly
  • Fig 69B is a side view of the left hand pawl assembly together with its pivot pin and spacers
  • Figs 7OA - 7OC are respectively front, open end and top views of the retaining clip for the left hand pawl assembly
  • Figs 71 A and 71 B are respectively a front view and a side view of the left hand pawl control lever and its washer
  • Fig 72A is a front view of the right hand pawl assembly
  • Fig 72B is a side view of the right hand pawl assembly together with its pivot pin and spacers
  • Fig 72C shows the pivot pin and spacers of Fig 72B in end view
  • Figs 73A - 73C are respectively front, open end and top views of the retaining clip for the right hand pawl assembly, and
  • Figs 74A and 74B are respectively a front view and a side view of the right hand pawl control lever and its washer
  • Figs 75 and 76 illustrate an alternative embodiment in which the tools are motonsed, and in which
  • Fig 75 shows a remote control unit
  • Fig 76 shows a control system cooperating with the remote control unit
  • Fig 77 is a top view of a lateral adjustment mechanism in use
  • Fig 78 is a side view of the lateral adjustment mechanism of Fig 77,
  • Fig 79 is a top view of the rotary cam of the lateral adjustment mechanism of Figs 77 and 78,
  • Figs 80 - 86 show particularly preferred embodiments of the stanchion and frame element for use with the first shield, in which
  • Fig 80 is a cross-section through the stanchion
  • Fig 81 shows a bracket assembly for attaching a bracing strut to the stanchion
  • Fig 82 shows the bracket assembly attached to the stanchion
  • Fig 83 shows a second bracket assembly for use in attaching a joist to the stanchion
  • Fig 84 shows the second bracket assembly in use
  • Fig 85 is a cross-section through the frame element
  • Fig 86 shows the frame element engaged with the stanchion
  • Fig 87A shows a further stanchion in cross-section, having a footplate welded to its lower end
  • Figs 87B and 87C are cross-sections of respectively the first and second components of the stanchion of Fig 87A,
  • Fig 88 shows a further alternative stanchion in cross-section, with a footplate welded to its lower end,
  • Figs 89A and 89B are respectively a plan view and a side view of the base element of a column mounting assembly
  • Figs 90 - 92 show consecutive steps in the installation of the column mounting assembly in a railway arch
  • Figs 9OA, 91 A and 92A being plan views
  • Figs 9OB, 91 B and 92B being respective corresponding side views
  • Fig 93 is a plan view showing the first stanchion mounted on the column mounting assembly
  • Figs 94A and 94B are respectively a plan view and a side view of a pressure plate for use with the column mounting assembly
  • Figs 95 - 101 show a modular temporary flooring system, in which
  • Figs 95, 96 and 97 are respectively a top, side and bottom view of a first modular flooring element
  • Figs 98 and 99 are respectively an enlarged side view and an enlarged bottom view of one corner of the first modular flooring element
  • Figs 100 and 101 are respectively a bottom view and a top view of a modular floor formed from a plurality of interlocking modular flooring elements
  • Figs 114A - 114C are respectively a side, rear and front view of one rigid section of a fourth frame element having locking joints, prior to assembly,
  • Fig 115 shows the first end of the rigid section of the fourth frame element
  • Fig 116A shows the second end of the rigid section of the fourth frame element
  • Figs 116B, 116C and 117 are respectively a cut-away view, a cross-section at C - C, and a longitudinal section showing the opposite sidewall of the second end shown in Fig 116A,
  • Figs 118A - 126B show the remaining components of the rigid section of the fourth frame element, in which -
  • Figs 118A - 118E are respectively a right-hand side, left-hand side, top, bottom and end view of the cartridge frame, prior to injection moulding, Figs 119A - 119E correspond to Figs 118A - 118E, showing the cartridge frame after injection moulding,
  • Figs 120A and 120B are respectively an end view and a side view of the torsion spring
  • Figs 121 A and 121 B are respectively an end view and a side view of the spacer
  • Fig 122 shows the rivet
  • Figs 123A and 123B are respectively a side view and an end view of one locking pin
  • Fig 124 shows one locking pin bias spring
  • Figs 125A - 125D are respectively a front view, rear view, left side view and bottom end view of the cartridge retaining clip, and
  • Figs 126A and 126B are respectively a left side view and a front view of the complete cartridge with the retaining clip in position
  • Fig 127 is a cross-section through the fourth frame element after attachment to a stanchion
  • Fig 128 is a left side view of the fourth frame element slidingly engaged with the stanchion
  • Fig 129 is a cut-away view of one hinge portion of the fourth frame element after assembly
  • Figs 130A and 130B show the hinge portion of the fourth frame element in the installed position beneath the soffit, illustrating the remote operation of the joint locking mechanism
  • Figs 131 A and 131 B are respectively a side view and a front view of the first end of one rigid section of a fifth frame element having locking joints, prior to assembly,
  • Figs 132A and 132B are views corresponding to Figs 131 A-B of the second end of the rigid section of the fifth frame element
  • Figs 133 - 141 show the remaining components of the rigid section of the fifth frame element, in which
  • Figs 133 and 134 show respectively the first and second cluster gears
  • Fig 135 shows the tension spring
  • Figs 136A - 136C are respectively a left side, top and end view of the latch frame
  • Figs 137A and 137B are respectively a top and end view of the latch plate
  • Fig 138 shows the latch bias spring
  • Fig 139 shows the rivet
  • Figs 140A and 140B are respectively end and side views of a spacer
  • Fig 141 shows the split pin
  • Fig 142 is a cut-away view of one hinge portion of the fifth frame element after assembly
  • Figs 143A - 143C are respectively a side, rear and front view of one rigid section of a sixth frame element having weldable joints, prior to assembly,
  • Figs 144A - 149B show the remaining components of the rigid section of the sixth frame element, in which -
  • Figs 144A - 144D are respectively a top, front, end, and cross-sectional view at D - D of the upper insulator block
  • Figs 145A and 145B are respectively a side view and an end view of the torsion spring
  • Figs 146A and B are respectively an end view and a side view of one insulator bushing
  • Figs 147A and B are respectively an end view and a side view of the spacer
  • Fig 148 shows the rivet
  • Figs 149A and B are respectively a front view and a side view of one Belleville washer
  • Figs 150A and B show one hinge portion of the sixth frame element after assembly
  • Figs 151 A and B are respectively a side view and a front view of an insulator shroud for use with the sixth frame element
  • Fig 152 is a view corresponding to Fig 61 A, showing an adaptation of the frame element attachment mechanism of the first tool for use with the sixth frame element,
  • Fig 153 shows the adapted tool of Fig 152 with the sixth frame element in use
  • Fig 154 is a cross-section through the sixth frame element and insulator shroud slidingly engaged with the stanchion of Fig 153,
  • Fig 155 shows a flexible jointing bar used to provide a permanently flexible joint in the centre of the sixth frame element
  • Fig 156 shows a further adaptation of the installation tool of Figs 152 - 153 for use with the flexible jointing bar
  • a brickwork railway arch 1 comprises a barrel 2 which is supported by two parallel piers 3, 3' whose respective opposite, inwardly facing vertical surfaces 4, 4' are spaced apart by about 5 5 metres in the transverse (width) direction W of the arch to define the two sides of the arch
  • the lower surface of the barrel forms an arched soffit 5 which intersects the sides 4, 4' of the arch to define two horizontal spring lines 6, 6' at a height of about 3 5 metres above the arch floor 7
  • the soffit curves upwardly and inwardly as shown from the spring lines on either side of the arch towards an imaginary horizontal crown line 8 at its uppermost part, which extends longitudinally along the arch, parallel with the piers and equidistant between the two sides 4, 4' at a height of about 6 metres above the floor
  • the arch extends for a length of about 11 metres in its longitudinal direction L to a freestanding wall 9 at its rear end, and is open at its front end so that we can see what's happening (Normally the front end would be closed with a corresponding wall or shutter )
  • the floor 7 comprises a concrete slab which is spaced from each pier by a narrow soakaway 10, 10' Overview
  • Each flexible frame element can be a single length of top hat steel section, with the central U-shaped channel divided into portions by cut lines which leave the flanges intact to form deformable hinge portions Alternatively the element can comprise a plurality of individual lengths of top-hat section pivotably riveted together
  • the stanchions also comprise top-hat sections, preferably with tubular reinforcing portions, and are arranged in opposed pairs, one every two metres down each side of the arch
  • a length of extruded polyethylene shield is interposed between the rear wall of each stanchion (which faces the brickwork) and the pier
  • a tool is then mounted on each stanchion at floor level, and a mount on the top of the tool is pivoted about its axis (which is orthogonal to the plane of the pier) by releasing a ratchet until the mount lies on an axis slanting slightly down from horizontal towards one end of the arch
  • One end of the flexible frame element is releasably attached to the mount
  • each flexible frame element is in two separate parts, and the corresponding end of the other part is attached to the other tool on the opposite stanchion The two parts are then brought together manually in a generally horizontal plane and joined by a jointing bar in the centre of the floor of the arch, so that the frame element forms into an arched shape
  • the arch is thus lined with a series of hoops, each comprising a flexible frame element pressed against the curved soffit between the spring lines at either end and supported by a pair of vertical stanchions
  • the joints can be locked (e g by simultaneous or sequential resistance projection welding in series), following which the tools can be lowered very slightly to relieve the hoop stress from the soffit Panels are then attached between the hoops to form a complete water shedding lining, with the lengths of flexible shield overlapped to define a dry zone covering the stanchions and the frame elements
  • the stanchions may be used to support a temporary working platform or mezzanine floor which affords easy access for attachment of the panels beneath the soffit, while the hoops provide conduits and attachment points for wiring, small diameter pipework, lighting and power fixtures, and the like Simple baseplates
  • installation commences by spacing out a series of mounting bases, which in their simplest form comprise flat attachment plates or baseplates 20 on the floor along the base of each pier
  • the baseplates are set out in pairs, one on either side of the arch and aligned in the transverse direction of the arch, at a spacing which corresponds to the length of a panel plus the width of a stanchion, as further described below
  • these components are dimensioned so that the baseplates are spaced apart by an easily measured distance, which in the example shown is 2 metres
  • the first pair of baseplates are arranged adjacent the front end of the arch, and the final (seventh) pair are arranged adjacent the rear wall 9 so that the spacing between the last two baseplates on each side is reduced to correspond to the length of the arch
  • each baseplate 20 comprises a flat steel plate 21 which is bent upwardly to form an angled portion 22 at its rear edge
  • a hole 23 is formed in each corner of the angled portion for attachment of bracing wires as further described below
  • a short bracket 24 is welded to the plate 21 so that its rear wall 25 extends for a short distance beyond the angled portion 22, and its two side walls 26 are provided with fixing holes 27 and slots 28 which correspond respectively to the rear apertures 47 and front fixing holes 48 in the stanchions 40, as further described below
  • the plate 21 is provided with fixing holes 29, and each plate is bolted to the floor slab 7 by means of two small expanding bolts inserted (preferably via the central pair of fixing holes 29) into holes drilled in the floor, so that the rear wall 25 is spaced about 5mm from the inner surface 4, 4' of the respective pier and overhangs the soakaway 10, 10'
  • the plates need only light fixing sufficient to locate the base of the respective stanchion adjacent the pier and to support the stanchion in an upright position during installation, as will now be described Once the framework is in place, the fixings do not play any part in supporting it
  • the initial fixing of the baseplates is the only stage at which any drilling is required, and also the only stage at which the arch needs to be measured so as to accurately locate components, since subsequent steps in the installation are all dependent on the position of the baseplates Since the principal measurement and all of the drilling is carried out on the floor, it is a very easy task compared with the conventional method of lining in which most of the work is done high up under the soffit
  • each of the stanchions could alternatively include a suitable baseplate, so that it is fixed directly to the floor slab without the need for a separate mounting base
  • the support means comprise a plurality of first, rolled steel stanchions 40, each formed from a unitary length of mild steel plate formed into an elongate "top hat" profile comprising a central, U-shaped portion with a pair of oppositely directed lateral flanges 41
  • a stanchion is synonymous with a column, post or pillar
  • each flange 41 is perforated with an array of panel fixing holes 42, 42' which receive self-tapping fixing screws for the attachment of lining panels 200 to the stanchion, as further described below
  • the panel fixing holes 42 are arranged in groups, the groups being spaced apart in the vertical (longitudinal) direction of the stanchion by a distance di
  • the four fixing holes 42 within each group are spaced apart in the horizontal or transverse direction and in the vertical or longitudinal direction of the stanchion 40 by small distances, which in the vertical direction are not a factor of the increment (di / n) and so provide for still finer vertical as well as horizontal adjustments in the position of the panels 200 between the increments (di / n) Each panel can thus be fixed in any required vertical position
  • each flange 41 is provided with a series of regularly spaced rectangular apertures 43, and a further series of regularly spaced elongate apertures 44 with rounded ends
  • the rectangular apertures 43 receive the projecting teeth 471 of the drive pinion 470 of the first installation tool 300, as further described in due course, so as to form a rack, while the flanges 41 provide an installation tool mounting structure which receives the mounting mechanism 301 of the installation tool so as to releasably mount the installation tool for sliding movement up and down the stanchion 40
  • the rack can also be used to support shelving or pallet racking arranged at the sides of the arch
  • the elongate apertures 44 provide windows which are so dimensioned and positioned that at least one of each diagonal pair of panel fixing holes 78 in the corresponding flange 71 of a first frame element 70 (visible in Fig 16A and further described below) when attached to the first stanchion 40 (as shown in Fig 14C) coincides, either with a rectangular aperture 43 or with an adjacent elongate aperture 44
  • the longitudinal spacing d 3 between alternate panel fixing holes 78 in the first frame element also corresponds to the spacing between the fixing holes in the panel flanges
  • the central, U-shaped portion of the first stanchion comprises a rear wall 45 and two side walls 46, each side wall being provided with a series of rear apertures 47 adjacent the rear wall 45, and with frame element mounting or attachment means comprising two series of front fixing holes 48, 49 adjacent the respective flange 41
  • the rear apertures 47 provide fixing points for the attachment of bracing wires and bracing struts as well as for attaching the stanchion to the baseplate, as will shortly be described They are spaced apart from the flanges 41 by a sufficient horizontal (transverse) distance to avoid the corresponding U-shaped portion of the first frame element when it is inserted into the stanchion, as most clearly seen in Fig 60
  • This provides another fixing system on the Vernier principle, defining a range of positional adjustment between the frame element and the stanchion such that respective ones of the fixing holes in each series 48, 49 are brought consecutively into alignment with corresponding ones of the fixing holes 79 in the first frame element 70, each consecutively aligned pair of holes defining a through-hole for receiving a bolt 50 (Fig 14C) for attaching the frame element to the stanchion, as the first frame element 70 is displaced axially along the first stanchion 40 through the incremental distance (d 5 / n)
  • the two cooperating elements are thus provided with respective first and second series of apertures spaced apart respectively by the distance x and by the distance (x ⁇ y), so that corresponding apertures of the first and second series are brought consecutively into alignment by relative axial displacement of the two elements through the incremental distance y
  • y (x/n) wherein n is a whole number, providing a large number (which may be many times n) of repeat coincidences with a very small and consistent increment throughout the full range of axial movement, in accordance with the Vernier principle described
  • each stanchion 40 is first cut to length as required using an angle grinder or the like so that it extends in its installed position to just below the spring line 6, 6'
  • a length of shield material 149 (further described below) is then attached to the rear wall 45 of the stanchion so that it extends from the bottom of the stanchion to about half a metre above the top of the stanchion, and the stanchion is then placed over the bracket 24 of the respective baseplate 20 (which fits slidingly between the side walls 46) and attached by means of bolts passing via the rear apertures 47 and front fixing holes 48 through the fixing holes 27 and slots 28 respectively
  • the rear wall of the stanchion extends into the small gap between the rear wall 25 of the bracket and the inner surface of the pier, so that the stanchion is supported in a vertical position just above the upturned rear edge 22 of the bracket with the flanges 41 facing inwardly into the arch and the shield sandwiched between its rear wall 45 and the pier
  • each stanchion (other than those at the front and rear of the arch) is braced against rotational movement about its base parallel with the plane of the pier ( ⁇ e , prevented from toppling over in the longitudinal direction of the arch) by means of two small galvanised steel tension cables 67, one on either side of the stanchion, each being attached at its upper end to one of the rear apertures 47 close to the top of the stanchion and at its lower end to a galvanised turnbuckle 68 fixed to one of the holes 23 in the baseplate of the adjacent stanchion
  • the turnbuckles are tightened to tension both cables, while the stanchion is checked for verticality by means of a plumb-bob or, conveniently, a spirit level with a vertical vial Any water running down the cable will drip off the turnbuckle into the soakaway at its base
  • each bracing strut comprises a tubular body 61 with a long internal thread 62 at each end, the rear bracing struts 60' having a shorter body
  • a series of external collars 63 are spaced apart near each end so as to prevent water from running horizontally along the strut in front of the shields
  • One end of the strut 60 is attached loosely to the upper end of the stanchion 40 by means of a bolt passing through one of the rear apertures 47 to engage the thread 62
  • the other end of the strut is attached to an elongate stud 64 which is welded to a bracket 65 having elongate fixing slots 66 which are dimensioned to allow it to be bolted to any adjacent pair of rear apertures 47 of the adjacent stanchion in any axial position along the stanchion
  • the panels will also support the stanchions in vertical alignment
  • the stanchions 40 are now restrained in the longitudinal direction L by the bracing wires and struts and outwardly in the width direction W by the piers, so their only freedom of movement is now by rotation of the upper ends of the stanchions inwardly in the width direction W, away from the piers and into the arch This movement is resisted prior to installation of the flexible frame elements by the small expanding bolts at the base of each stanchion
  • their load including the hoop stress applied during installation, and the load placed on them after installation by the lining, lighting fixtures etc ) braces the upper ends of the stanchions 40 outwardly in the width direction W towards the piers, so that the entire framework is stabilised and rigidified without attachment to the masonry of the arch at any point It is then impossible for the framework to collapse under load, provided that its component parts are of adequate strength
  • top-hat configuration of the stanchion advantageously provides a rack for sliding/rolling engagement by the tool, and the flanges provide attachment points for the panels, while the body of the panel extends rearwardly of the flanges so that the flanges define the approximate plane of the interior surface of the finished arch lining
  • the central U-shaped recess also receives the frame element and functions as a cabling channel
  • top-hat section may be vulnerable to buckling at higher slendemess ratios It is therefore the particular object of one aspect of the invention to provide a stanchion which presents two lateral, oppositely directed flanges flanking a central recess, but which has improved axial compressive loadbearing capacity compared with a plain top hat 5 section
  • a preferred stanchion 600 (Fig 80) is roll-formed from steel strip to form an elongate profile defining a central recess 601 with a pair of oppositely directed lateral flanges 602, the edges of the strip being continuously welded at the joint 603
  • the central recess comprises two
  • each of the flanges defines a respective tubular section 607 (by which is meant a portion closed in cross-section), while the rear walls define a third tubular section 608
  • each of the side walls 606 comprises two layers of steel, which may be rigidified by spot welding them together, the mounting holes 609 for attachment of the flexible frame element being penetrated
  • tubular flanges 602 and the tubular rear wall portion 608 resist local buckling, stiffening the section and greatly increasing its axial loadbearing capacity so that it is suitable for use in supporting a mezzanine floor
  • the rear tubular section is penetrated by spaced-apart apertures 610 which receive the curved end 20 620 of a first bracket element 621 (Fig 81 )
  • a cooperating second bracket element 622 carrying a stud 624 is inserted into an aligned aperture 611 in the tubular flange 602, and the two bracket elements are bolted together (the bolt engaging in a threaded hole 623 in the first bracket element 621 and extending through it into the mounting hole 609) so as to fix the stud 624 to the stanchion as shown in Fig 82, the stud then being used as required for attachment of a bracing strut 60 or cable 25 67
  • a joist (not shown) may be attached to the stanchion using a pair of brackets 630 (Fig 83), each having a vertical array of fixed studs 631 and threaded holes 632, the studs 631 being inserted into the mounting holes 609 in the double thickness side walls 606 so as to rapidly provide a satisfactory
  • brackets 630 are waisted 633 so as to leave the flanges 602 clear to receive the mounting portions of the panels and accommodate lateral variations in stanchion
  • the rear tubular section 608 is provided with two grooves 612 to receive the ribs 155 of the attachment portion of the first shield 150 (Fig 28A) in snap-fit relation, as shown in Fig 29 .
  • Fig 85 shows a preferred, one-piece flexible frame element 640 having a generally top-hat configuration with corresponding grooves 641 , which similarly receive the ribs 155 of the shield 150 so as to retain it in snap-fit relation as shown in Fig 30
  • the holes 642 for attachment to the preferred stanchion are formed through the grooves 641 , which are cut away to receive rectangular nuts 643 (or rectangular headed bolts) as shown in Fig 86, so that the frame element nests inside the stanchion 600, flange against flange
  • an alternative stanchion 1000 comprises a front side 1001 , the front side having a central recess 1002 flanked by two oppositely directed lateral flanges 1003, and tubular sections 1004, 1016 which define a rear portion opposite the front side, the rear portion extending between the sidewalls, each sidewall respectively comprising a plurality of layers 1011 , 1024, 1022 of the steel strip from which the stanchion is made
  • Each flange also comprises a tubular section 1025
  • the tubular sections 1016 and 1025 are formed respectively by folding and spot welding a single piece of steel
  • the stanchion 1000 comprises a first component 1010 and a second component 1020, both extending longitudinally in parallel nested relation, with a tubular section 1004 being defined between the first and second components
  • the first component 1010 is roll-formed from strip, which may be for example about 1 mm - 4mm in thickness, which is folded over to define two double thickness, parallel, opposed sidewalls 1011 extending from a laterally wider ( ⁇ e wider in a direction parallel with the flanges) rear portion 1012
  • the inner leaf of each sidewall is extended to form a wall 1013 which is folded adjacent its free edge to form a flange 1014, which is spot-welded to the rear wall 1015 in a first welding step prior to assembly of the two components 1010, 1020
  • a tubular section 1016 is thus formed between each of the walls 1013 and the respective adjacent lateral end wall 1017 of the rear portion 1012
  • the second component 1020 is also roll-formed from steel strip to define a top-hat section comprising a central U-shaped portion defining the recess 1002 and oppositely directed lateral flanges 1003
  • the central U-shaped portion comprises a central web 1021 and two parallel, opposed inner sidewalls 1022, with each of the flanges 1003 being folded back on itself at an acute angle to define a rear flange wall 1023 and an outer sidewall 1024 parallel with the respective inner sidewall 1022
  • both of the flanges of the assembled stanchion define tubular sections, and the two free edges of the steel strip forming each of the two components (which if unsupported would be vulnerable to deformation) are fixed to adjacent walls, so that the finished stanchion has no unsupported free edges and every part of the stanchion is maximally resistant to buckling
  • a footplate 1030 is welded to the lower end 1000' of the assembled stanchion and serves to mount the stanchion on the base element of a column mounting assembly as further described below
  • the footplate comprises a rigid, flat steel plate arranged orthogonally to the longitudinal axis of the stanchion and having a mounting portion comprising a circular hole forming a central aperture 1031 which opens into the central recess 1002 of the stanchion
  • the centroid C of the stanchion i e its centre of mass when considered in cross-section, preferably lies within the central hole 1031 and most preferably coincides with the centre of the hole as shown, so that the stanchion may be pivotably balanced on the central support which is received in the hole 1031 as further described below
  • the footplate also has an array of three smaller apertures comprising holes 1032, 1033 which are spaced apart from and arranged around the central hole 1031 to receive lateral support studs, the footplate being fixed to the studs by means of nuts which are adjusted to set
  • part of the column may be cut away to accommodate the central support
  • the central support may engage the footplate at a hole which is offset from the centroid, but which is preferably arranged as close to the centroid as possible without fouling the web
  • a recess or any other formation suitable for seating the footplate on the central support may be provided Rather than holes, the apertures may comprise slots or the like
  • the footplate illustrated is particularly adapted for use in a railway arch, in which the stanchions are arranged close against the vertical brickwork of the piers of a viaduct Consequently the footplate only has three holes 1032, 1033 which are arranged to partially surround the central hole on three sides, the two holes 1032 being aligned with the central hole 1031 along a first axis which extends in use longitudinally along the railway arch ( ⁇ e parallel with the pier) and the third hole 1033 being arranged at the front side of the stanchion which faces away from the brickwork and aligned with the central hole 1031 along an axis extending transversely across the arch, normal to the first axis
  • a square footplate might for example be provided, in which four holes are arranged, one at each comer of the footplate, to receive four corresponding lateral support studs arranged in a regular cruciate pattern around the central support, which engages in a hole in the centre of the plate In such an
  • a further alternative stanchion 1040 has a similar overall cross-sectional shape to that of the first stanchion, defining a "top-hat" section comprising a front side 1041 having a central recess 1042 flanked by two oppositely directed lateral flanges 1043
  • the second stanchion is roll- formed from a single piece of steel strip which is folded over and spot welded to define two double thickness, parallel, opposed sidewalls 1044 extending from a wider rear portion 1045
  • the two tubular sections 1046 rigidify the flanges and resist local buckling, increasing the loadbea ⁇ ng capacity of the stanchion at higher slenderness ratios, while the single thickness rear wall 1047 is strengthened by an indented rib 1048
  • the multiple thickness sidewalls 1044 are perforated to provide secure fixing locations for bolts acting in shear, while the flanges 1043 and the flattened end walls 1049 of the rear portion 1045 are perforated
  • each stanchion is manufactured to standard dimensions, it is possible to install a perfectly level mezzanine floor in the arch by arranging all the stanchions at the same height, and then attaching the supporting brackets in the same position on each stanchion Easily identifiable reference holes (not shown), which may be spaced apart, e g by 250mm, may be provided in the stanchion to obviate the need for measurement when aligning the brackets with corresponding mounting holes in adjacent stanchions
  • railway arches are often provided with a concrete floor slab having a slight fall towards the sides or centre and/or one end of the arch in order to promote drainage of surface water, and which may also have an uneven surface
  • shims or grout beneath each simple baseplate so as to equalise the heights of the stanchions, and it may also be difficult to make the stanchion perfectly vertical
  • a column beyond the edge of a floor slab and to restrain it against horizontal displacement and/or against tilting, without sinking the column into the ground, and without the need to provide a cantilever support of sufficient size to transfer the whole of the load to the floor slab
  • a ground-engaging element which may be a flat plate or block simply arranged on the ground surface directly beneath the column, and using a base element to transfer non-vertical forces from the column to the floor slab so that the floor slab anchors the lower end portion of the column against horizontal displacement and/or against tilting Since the base element need not transfer the whole of the vertical load from the column to the floor slab, it may have a relatively low vertical profile so that the floor is substantially unobstructed
  • the column mounting assembly makes it possible to
  • a column mounting assembly comprises a base element 1050 together with an upper element, the upper element comprising the footplate 1030 (or 1030') which is attached to the lower end portion 1000' of the stanchion 1000 (or 1040) as described above, and a ground-engaging element as further described below
  • the base element 1050 is a unitary cast iron component defining a flat baseplate 1051 with a plurality of ribs 1052 and bosses 1053, 1054, 1055, 1056 extending upwardly from the baseplate
  • the ribs stiffen the base element so that it acts as a cantilever to transfer (either in whole or in part) the vertical load on the column as well as non-vertical (e g horizontal and rotational) forces imposed on its overhang portion 1057 to its fixing portion 1058 and thus to the floor slab to which it is attached
  • the length U and width Wi of the base element are many times larger than its height Hi (which may be for example only a few centimetres) so that it has a relatively low vertical profile, with the ribs 1052 tapering down as shown towards its fixing portion 1058 so that it can be fixed to a floor surface without forming an obstruction
  • the baseplate 1051 is perforated in the region of the fixing portion 1058 to define a plurality of small fixing holes 1059 and large fixing holes 10
  • Each of the bosses defines a threaded hole which extends through the baseplate The largest boss
  • the third medium diameter boss 1055 is spaced apart from the largest boss and aligned with it along the longitudinal axis of the base element, with the three bosses 1053, 1054 being aligned transversely to its longitudinal axis so that the bosses 1053, 1054, 1055 are aligned respectively with the holes 1031 , 1032, 1033 of the footplate 1030
  • the medium diameter bosses 1054, 1055 are thus arranged around and spaced apart from the largest, central boss 1053, which is to say that they surround it on three sides
  • the four small bosses 1056 are arranged between the fixing portion and the overhang portion Referring to Figs 9OA and 9OB, a small region within a railway arch is depicted in which the edge 7" of the floor (the upwardly facing support surface 7' of the concrete floor slab 7) is separated from the vertical surface 4 of the pier 3 (defining one side of the arch) by a relatively wide soakaway 10"
  • the upper layer of the ground 16 within the soakaway comprises an
  • the ground-engaging element 1070 comprises a flat pre-cast concrete slab with a steel plate 1071 set into its upper surface to distribute the point load from the load transfer elements
  • the slab 1070 is placed on or in the ground 16 in the soakaway, with a small amount of the infill material being removed as required so that the slab lies just below floor level as shown
  • the length L 2 (the maximum horizontal dimension) of the slab 1070, as well as its width W 2 are both many times greater than its maximum vertical dimension, i e height H 2
  • the slab is thus easily installed by simply placing it flat on the ground, which means that it cannot resist non-vertical forces (rotation or translation) but can support a vertical load by transferring it to the infill material beneath
  • the fixing portion 1058 of the base element 1050 is then simply bolted directly to the surface T of the floor slab (irrespective of its inclination) using ordinary expanding bolts 1061 or any other convenient fixing system, so that its overhang portion 1057 extends above the ground surface 16' beyond the edge 7" of the support surface T and directly above the ground-engaging element 1070 as shown
  • Installation of the base element is made easy, not only because no grout or shims are required, but also by the oversized fixing holes 1060 which provide a large margin of error in drilling the initial holes in the floor slab, the first bolts 1061 being installed with oversized washers 1062 having eccentric fixing holes With the first bolts in position, the base element 1050 is adjusted to the correct position and then the bolts are tightened so that the washers 1062 clamp it in place
  • the smaller fixing holes 1059 can then be used to guide the drill bit more accurately for placement of the remaining bolts 1061
  • the slab may extend beneath one or both pairs of small bosses 1056, in which case small support screws 1063 are inserted into whichever pair lies closest to the edge of the slab The screws are then advanced downwardly through the base element until they abut the slab, so that they support the slab on the side closest to the support surface T and prevent it from tilting under the load applied by the load transfer elements
  • a centre screw 1064 having a drive portion 1067 at its upper end is then inserted into the threaded bore of the central boss 1053, and advanced downwardly until its lower end abuts against the plate 1071 (In this specification a “screw” means any screw threaded element )
  • a wrench is then engaged with the drive portion and the screw is torqued so that its lower portion forms a load transfer element 1064' which extends between the overhang portion and the ground-engaging element and acts in compression to urge the ground-engaging element downwardly away from the overhang portion
  • the base element 1050 acts as a cantilever to react the applied force (via bolts 1061 ) against the mass of the floor slab 7
  • a torque wrench ⁇ e a wrench with a facility for measuring the applied torque
  • a known proof load can thus be applied to the ground-engaging element, the applied torque corresponding to the downward force applied to the ground-engaging element (which is selected as a known proportion of the designed load on the stanchion) and hence indicating the
  • each screw 1064, 1065, 1066 thus forms an axially adjustable load transfer element which functions to transfer the vertical load on the stanchion (either in part or in whole) from the overhang portion to the ground- engaging element
  • the base element 1050 acts as a cantilever to transfer the remainder of the load to the floor slab 7 with the bolts 1061 acting in tension to restrain the fixing portion 1058
  • the centre screw is used to apply the initial torque, after which the remaining screws are engaged with
  • each respective screw 1064, 1065, 1066 forms a threaded stud which projects upwardly from the overhang portion 1057, the threaded studs providing a mounting structure for mounting the footplate 1030 and lower end portion 1000' of the stanchion on the overhang portion and thus connecting the stanchion in fixed relation to the base element and to the support surface T
  • the upper portion 1064" of the centre screw forms the fixed part of a central support 1064", 1068 which is arranged beneath the stanchion in use, preferably at least partially within the footprint of the stanchion ( ⁇ e within the projected cross-section of the stanchion, which is to say, within a line joining the outermost points of its projected cross-section, such as within the projected region of its central recess) and most preferably in axial alignment with its centroid, while the upper portions 1065", 1066" of the three screws 1065, 1066 form the fixed parts of respective, axially adjustable lateral supports which are space
  • the central support 1064", 1068 of each mounting assembly is vertically adjusted as follows so as to adjust the overall vertical height of the respective stanchion and so equalise the heights of all of the stanchions once they are mounted
  • a large, female threaded central nut 1068 defining a part-spherical, upwardly facing mounting surface 1068' is first received on the upper portion 1064" of the centre screw of each mounting assembly
  • a laser level (not shown) is set up at one end of the railway arch and adjusted so that it emits a horizontal laser beam parallel with the longitudinal axis of the arch and passing directly above each of the aligned central supports (Alternatively, a rotary level can be set up in the middle of the floor so as to project a reference plane over the whole floor )
  • a short cylindrical tube (not shown), having a length approximately equal to that of the upper portion 1064" of the centre screw, for example of about 100mm or 150mm, and an internal diameter slightly greater than the external diameter thereof, is then placed over the upper portion 1064" of the centre screw of the first of the mounting assemblies so that it sits on top of the mounting surface 1068' of the central nut 1068
  • the central nut is then adjusted up or down, i e so as to position the upwardly facing mounting surface at a variable distance from the base element, until the upper end of the tube just coincides with the laser beam
  • a half-nut beneath the central nut can then be used to lock the central nut in that position
  • the tube is then removed and replaced on the next mounting assembly, and the procedure is repeated (without disturbing the laser level) until all of the central nuts are aligned at the same horizontal level
  • the beam is then re-aligned to transfer the level to the corresponding mounting assemblies on the other side of the arch, and the procedure is repeated until all of the central nuts on both sides
  • a lower nut 1069 is then threaded onto each of the three smaller screws 1065, 1066 and positioned below the level of the central nut as best seen in Fig 92B
  • the mounting assembly is now ready to receive the stanchion 1000 or 1040
  • the footplate 1030 of the stanchion is pivotably mounted on the central support so that the upper portion 1064" of the centre screw is received in the central hole 1031 , extending into the central recess of the stanchion, with the bevelled lower edge of the central hole being pivotably supported on the upwardly facing mounting surface 1068', and the studs 1065", 1066" 5 being received respectively in the holes 1032 and 1033
  • the footplate is thus balanced on the central nut so that the weight of the whole stanchion is substantially supported by the large, centre screw 1064, allowing the stanchion to be tilted easily within a range of angular adjustment about a vertical position
  • the footplate remains seated on the mounting surface 1068' so that the overall vertical height of the column remains substantially constant
  • the column is tilted in the longitudinal direction of the arch (side-to-side) by adjusting the two corresponding side-to-side 5 lateral supports (each lateral support comprising the stud 1065" and the corresponding pair of nuts 1069, 1069'), and then in a separate step, is tilted front-to-back so as to bring it parallel with the surface 4 by adjusting the front lateral support (comprising stud 1066" and nuts 1069, 1069')
  • the column can thus be tilted by loosening one upper nut and tightening the opposite one, until the correct vertical orientation is achieved
  • the column can be adjusted in both orthogonal planes by using the corresponding pairs of upper nuts, one on either side of the column, 5 so that the lower nuts are needed only to lock the upper nuts in position
  • Washers may be provided between the footplate and the central nut and/or upper and lower nuts, which may also have conic or rounded end faces and/or nylon or other locking inserts or formations, and additional locknuts may also be provided
  • the column is thus supported above the ground surface 16' beyond the edge 7" of the support surface T with the greater part of its load being borne by the central support 1064", 1068 which extends between the upper element 1030 and the overhang portion 1057 of the base element
  • the base element is made from a malleable or impact resistant cast iron, such as spheroidal grey cast iron, so that it does not fracture under shock loading
  • it could be forged, pressed or fabricated from steel, or even moulded from suitable high strength plastics material, which may have threaded inserts
  • it is made stiff enough to avoid any substantial deflection under the load imposed by the column, even where the proportion of the load transferred to the floor slab may vary
  • the fixing portion 1058 of the base element may be concealed after installation by a pressed steel or moulded plastics cover (not shown) having edges which taper smoothly down to meet the support surface, or alternatively by a layer of mortar with feathered edges, or it may be recessed into a floor covering, so that wheeled traffic can pass over it unhindered Rather than a flat baseplate with ribs, the base element could also comprise a thicker, solid plate having feathered edges and recesses for receiving the fixings so that it presents a substantially unbro
  • the base element may be moulded from plastics material having steel inserts which extend between the threaded bosses and the fixing holes in the fixing portion so as to provide the necessary strength and rigidity, the steel inserts defining the threaded portions while the plastics moulding defines the smooth, ramped upper surface
  • the fixing locations can then be finished with flush fitting, press-in caps that conceal the heads of the bolts
  • an ordinary concrete building block, a length of heavy steel channel or angle, a piece of suitably durable timber or any other convenient object can be used as the ground-engaging element
  • the material used is rigid and resistant to corrosion under the moist conditions in the soakaway when installed in a railway arch as illustrated
  • a stanchion is installed above the end of the soakaway at the extreme end of a railway arch, there may not be enough room to lay a concrete block or the like beneath the base element so that it projects to an equal extent on either side, so that a short ground-engaging element such as a building block may tilt under uneven loading
  • the ground-engaging element may be arranged to extend between the bases of two adjacent stanchions, so that the respective load transfer elements apply pressure at each end
  • a common concrete lintel (perhaps 50mm or 80mm in thickness), such as used in supporting the brickwork above a wide window of a house, may be used for this purpose, preferably, the lintel is arranged upside-down relative to its normal orientation, so that its tensile reinforcement wires are closer to its upper surface
  • a pressure plate 1072 is made from cast iron or other suitable material, having a flat base 1073 with a network of upwardly extending ribs 1074
  • the pressure plate may be placed on top of a common concrete block or slab used as a ground-engaging element so as to distribute the point load from the load transfer elements 1064', 1065', 1066', which engage respectively in the cells defined between its upwardly facing ribs so that the plate 1072 cannot tilt and run away from the load
  • these last mentioned aspects of the invention provide a column mounting assembly comprising a base element (1050) adapted for attachment to an upwardly facing support surface (7') of a concrete slab (7), and having a mounting structure for supporting the column (1000)
  • the base element may form a cantilever which overhangs an edge of the support surface, with part of the vertical load being transferred from the column to a flat plate (1070) arranged on the ground surface (16') beneath the mounting structure
  • the mounting structure may comprise a central support (1064", 1068) on which the column is pivotably balanced, and which is vertically adjustable so as to adjust the overall height of the column, with a plurality of independently adjustable lateral supports (1065", 1069, 1069', 1066", 1069, 1069') arranged around it to support the column in a vertical orientation
  • the mounting structure comprises a set of threaded rods (1064, 1065, 1066) which are advanced downwardly through the overhanging portion (1057) so as to transfer the vertical load from the column
  • each load transfer element is a unitary, rigid element arranged in compression between the overhang portion and the ground-engaging element
  • the or each load transfer element may comprise one or more parts, such as a lever, an articulated mechanism or the like, which need not act in compression
  • each load transfer element may also comprise or cooperate with a resilient element which transfers the column load resiliency to the ground
  • the load transfer element is a screw which extends between the overhang portion and the ground-engaging element, but for only part of the distance between them, so that it does not directly engage both parts
  • a resilient compression element (for example, a steel leaf spring or helical spring, or a block of elastomeric material) is arranged between the lower end of the screw and the ground-engaging element, and loaded by advancing the screw downwards so that after installation the resilient element expands to compensate for any gradual compaction of the infill material or subsidence of the ground beneath the ground-engaging element
  • the ground-engaging element itself may comprise a leaf spring or the like
  • the incorporation of a resilient element compensates for relative movement between the base element and the ground-engaging element so as to keep the load on the base element fairly
  • the column can be mounted by means of conventional mounting structure (e g bolted) on the overhang portion, and part of its load may be transferred to the ground engaging element by means of a load transfer element which need not form part of the mounting structure
  • the base element could be hinged or the like so that, for example, horizontal forces are transferred to the floor slab (so that the column base is fixed in translation), but rotational forces are not reacted (so that the column is free to tilt), with the column being braced by separate horizontal struts or beams, tension wires or the like
  • the mounting structure could comprise for example a collar arranged as an overhang portion which is welded to the base element, with the column being slidingly received in the collar so that the lower end of the column rests directly on the ground- engaging element
  • the column may be mounted on the ground-engaging element, and may be provided with a bracket which engages the base element so as to react non- vertical forces via
  • the upper element may alternatively comprise a plate or other body portion adapted to be pivotably mounted on the central support, with a bracket to which the lower end portion of the stanchion may be bolted
  • the lateral supports may be adapted to engage a separate part from the upper element, or even to engage the stanchion directly
  • any of the various stanchions disclosed herein may be used with the mounting assembly
  • the base element 1050 may be used as a pure cantilever to transfer the whole of the vertical load from the stanchion to the floor slab, so that no ground-engaging element is required
  • the soakaway may be absent, in which case the flat baseplate 1051 of the overhang portion rests directly on the floor slab and transfers the vertical load vertically downwardly to its upper surface 7'
  • the base element need not comprise a cantilever having an overhang portion, and may be simply a flat steel base plate to which the central and lateral supports are attached, the column being arranged above the base plate with the base plate fixed directly on top of the upwardly facing support surface
  • the support surface need not be adjacent the ground surface, comprising for example the upper surface of a floor slab (whether at, below or above ground level), a concrete pile, a bridge, beam, balcony, platform or parapet wall, or any other stable support or foundation Rather than being a female threaded component mounted on a stud or screw so that the stud or screw penetrates through it, the central support could alternatively comprise a male or female threaded component adjustably mounted on a corresponding female or male threaded portion of the base plate, with the upper axial end surface of the component forming a domed, conic or similar mounting surface which is received in a corresponding structure, e g an indentation in the lower surface of the upper element This is particularly preferred where the central support is not intended
  • the novel mounting assembly is particularly suitable for use with columns which are lightly or moderately loaded, for example, supporting a load of less than about 25 tonnes or so, although of course it could also be used with heavier columns designed for much higher loads
  • the invention may find uses for example in the construction of steel framed buildings and temporary structures, and in any other situation in which it is desired to install a row of columns at equal height or to locate the foot of a column adjacent an upwardly facing support surface It may also find uses in the installation of masts, railings, barriers, lamp-posts and so forth, the term "column" being construed in this context to include the generally vertical supporting elements of these and divers other structures Further adaptations falling within the scope of the corresponding claims will be evident to those skilled in the art
  • Each flexible frame element may comprise a continuous, flexible metal or plastics section or profile ( ⁇ e an elongate element with a uniform cross-sectional profile), such as an I-beam, a top-hat section, a square or rectangular hollow section, or the like, which has sufficient resistance to axial compression that it is capable of flexing to conform to the curvature of the soffit without collapsing axially under load
  • it may comprise a plurality of rigid, non-compressible portions joined in series by hinge portions The latter arrangement is preferred since each hinge portion may then be arranged to prevent the formation of a reflex angle on the inner side of the frame element, i e the side facing inwardly into the interior space of the arch (If a non-jointed, continuous, flexible, e g plastics, profile were used, then it would need to have sufficient flexibility to bend outwardly to conform to the curvature of the soffit at its minimum radius If the same profile were used on another arch with a much larger radius, then its flexibility could give
  • a first flexible frame element 70 comprises a unitary length of rolled mild steel "top hat” section, having a central, U-shaped recess portion with a pair of oppositely directed lateral flanges 71 , in which the central, U-shaped portion is divided by means of a laser cutter to define a flexible series of rigid portions 72 joined end-to-end by the flanges 71 , which are left intact so that they form a plastically deformable hinge portion 73 adjacent each cut (Each rigid portion is "rigid” in the sense that it resists buckling under axial compression, although if desired it may admit of slight deflection in order to more closely conform to the curvature of the soffit It is also possible for each rigid portion to be slightly curved rather than straight as shown )
  • the laser cutter produces cut lines of minimal thickness, so that the adjacent cut surfaces 74 which define the ends of each respective pair of rigid portion remain substantially in abutment to limit the range of pivotal movement at each hinge portion 73 to define a maximum angle ⁇ of about 180° between the respective adjacent rigid portions on the inner side of the frame element, i e the side which faces away from the soffit This substantially prevents the formation of a reflex angle on the inner side of the frame element, which ensures that the arched configuration of the frame element cannot fail by localised buckling inwardly and downwardly away from the soffit
  • the maximum angle ⁇ of 180° also allows two frame elements 70 to form a rigid straight-line configuration when they are bound together flange-to-flange for dispatch from the factory, which makes them easy to handle prior to installation Moreover, it allows adjacent rigid sections 72 to be vertically aligned along each stanchion below the spring line in their installed position
  • the frame element could be manufactured by conventional cutting or stamping/pressing
  • part of the rear wall 75 or side walls 76 which together comprise the central, U-shaped portion can be pressed or stretched to form a slight bulge at each cut line prior to cutting and then pressed back again afterwards, or local portions of the cut surfaces can simply be pressed together after cutting
  • the central, U-shaped recess portion of the frame element is adapted to be slidingly received in the central, U-shaped recess portion of the first stanchion 40 during assembly so that once the frame element 70 reaches its installed position, in which the rear wall 75 is pressingly engaged against the soffit (adjacent each hinge portion) for at least some or, preferably, most or all of the length of the frame element, it can be bolted directly to the upper part of the first stanchion 40 as shown in Fig 14C, with the flanges 71 lying against the flanges 41 of the stanchion
  • Each pair of adjacent rigid portions 72 are pivotable during installation about their respective hinge portion 73 through a range of movement which is preferably limited in the outward direction by the abutment of the cut surfaces 74 and both restrained and limited in the inward direction by a plastic deformation element as further described below, so as to define an obtuse angle ⁇ between them on the inner side of the frame element
  • This permanent flexibility allows the frame element 70 to be raised into its installed position beneath the soffit 5 so that, once it contacts the soffit, it may be urged against the soffit so as to conform to its upward and inward curvature, defining a self-supporting arched configuration which transfers the load of the frame element to its respective first and second ends 77, which in turn are supported by the respective stanchions 40 extending upwardly from the ground on either side of the arch
  • the frame element 70 does not need to be supported at any point other than at its respective ends 77, although it may be further rigidified and stabilised in the longitudinal direction of the arch by the attachment of
  • the rigid portions 72 are independent of each other so that they can adopt a different angle at each hinge portion 73, enabling the frame element 70 to conform to the curvature of any soffit, irrespective of its shape, and also to adopt a more acute angle at the spring line where it departs from the stanchion
  • each flexible frame element 70 in accordance with the first embodiment is stabilised and rigidified by compressive hoop stress and by frictional contact with the soffit, it is unnecessary and undesirable to provide means for locking each of its rigid portions 72 in fixed angular or rotational relationship to the next
  • This permanent flexibility simplifies the frame element and also makes it easy to remove it and re-use it, as well as enabling it to conform to the curvature of the soffit as it is installed
  • the frame element of the first embodiment is thus only suitable for use in contact with an existing, arched soffit, and would not provide the rigidity required for a freestanding structure, independent of an existing arch or tunnel
  • the flanges 71 form the inner side of the first frame element 70 which faces away from the soffit in the installed position, and each flange is provided with panel attachment structure (panel attachment means) comprising two rows of panel fixing holes 78, which are adapted to receive self-tapping screws and are arranged in diagonal pairs as shown so as to cooperate with the corresponding fixing holes in the panel flanges according to the Vernier principle as discussed above with reference to the first stanchion
  • Each rigid portion is provided with support attachment means (stanchion attachment structure) comprising two rows of stanchion fixing holes 79 in each of its side walls 76, which are adapted to cooperate with the corresponding front fixing holes 48, 49 of the first stanchion forming an adjustable attachment system according to the Vernier principle as described above
  • support attachment means comprising two rows of stanchion fixing holes 79 in each of its side walls 76, which are adapted to cooperate with the corresponding front fixing holes 48, 49 of the first stanchion forming an adjustable attachment system according to the Vernier principle as described above
  • the frame element 70 may be divided by cutting it with an angle grinder or the like so as to form two shorter frame elements, and the cut ends of each frame element may thereafter be attached to the support means
  • the cutting (and joining of shorter elements, as described below) is done in the centre of a rigid portion, so that for reliability the hinge portions are always formed at the factory and not by the user Indicia 80 are provided on the outer surface of the rear wall 75 of each rigid portion 72 to indicate the correct cut line
  • each rigid portion 72 is also provided with means for releasably attaching the frame element to an installation tool, comprising two oppositely directed pairs of keyhole slots 81 , 81'
  • an installation tool comprising two oppositely directed pairs of keyhole slots 81 , 81'
  • the end 77 of the frame element terminates at a position corresponding to one of the cut lines, proving a terminal rigid portion 72' half the length of the others, which is attached to the tool during installation
  • Each frame element is supplied from the factory with one such half length terminal rigid portion 72' at each end, so that the frame element can either be cut to length or used as supplied
  • each hinge portion is provided with means which readily permits a first, small degree of bending inwardly into the arch, but which resists further bending until a substantially greater torque is applied to the joint. This means that as the frame element is progressively bent into its installed configuration (such as during attachment to the installation tools), as each hinge portion reaches its first extent of bending, it begins to transfer torque to the rigid portions on either side, so that all of the hinge portions are bent to the first, small extent, before the applied torque increases to the extent necessary to bend any of them further Since all of the hinge portions are thus placed in an initially bent configuration when they contact the soffit, they are more readily bent to a further extent necessary to bring all of the rigid portions into a
  • the cut is preferably interrupted to define a plastic deformation element 87 in the rear wall 75 which forms the outer side of the first frame element 70 in the installed position, attached to the respective rigid portions 72 at each end and adjacent and spaced apart from the respective hinge portion 73
  • plastic deformation element means “plastically deformable element”, and not “a deformation element made from plastics material”, whereas the term “plastics” or “plastics material” refers to polymer material
  • the plastic deformation element is made integrally with the frame element, e g from mild steel )
  • the plastic deformation element 87 comprises a pattern of cuts (conveniently made by a laser cutter) similar to that used when forming the diamond shaped steel mesh commonly known as "expanded metal” or "expamet"
  • each plastic deformation element is progressively plastically deformed by elongation during installation as the obtuse angle ⁇ between the respective adjacent rigid portions reduces
  • the cut lines in the centre of the plastic deformation element are closer together than those at the ends, defining a weaker, initial deformation region 88 which is deformed to a first, minor extent as shown in Figs 19A - 19B by application of relatively little torque to the respective hinge portion
  • the remainder of the plastic deformation element is deformed to a second, relatively greater extent as shown in Figs 19C - 19D, only by application of relatively greater torque
  • the plastic deformation element 87 prevents further bending and so defines a minimum, limiting angle ⁇
  • the plastic deformation element 87 will also provide a degree of resistance to bending in the reverse direction, so that it tends to hold the flexible frame element in its arched configuration, which makes it easier to remove and re-install it without fatiguing the hinge
  • a second unitary, flexible frame element 90 is formed similarly to the first frame element 70 from a unitary length of mild steel "top hat" section
  • Each flange 91 has two rows of panel fixing holes 98, which (unlike those of the first element 70) are spaced apart by a distance d 7 which is a factor of the length of each rigid portion 92, so as to form a continuous pattern from one rigid portion 92 to the next
  • the distance d 7 is related to the spacing d 2 between adjacent fixing holes in the corresponding flange of the panel 200 to form an adjustable panel attachment system on the Vernier principle
  • each flange 101 of the second stanchion has a series of rectangular apertures 102 spaced apart by a distance d 8 , which are adapted to be engaged by the movement mechanism of a second, alternative installation tool as further described below
  • Each flange 101 also has a row of outer fixing holes 103 and a row of inner fixing holes 104, the holes in each row being spaced apart by the same distance d 7 as the panel fixing holes 98 in the second frame element so as to receive self tapping screws for attachment of the panels to the stanchion
  • the second frame element 90 is narrower than the second stanchion 100 so that the outer fixing holes 103 on each flange of the stanchion are exposed when the second frame element 90 is attached to it in the position shown
  • the vertical panels can thus be fixed to the outer row of fixing holes 103 in this region, and to the outer fixing holes 103 or inner fixing holes 104 over the rest of the stanchion
  • a second plastic deformation element 94 is arranged adjacent each hinge portion 93 of the second frame element 90, and functions similarly to that of the first frame element It is formed by continuous, interlaced cuts in the outer wall 95 defining a relatively smaller, weaker central region 96 which deforms to a first, small extent as shown in Figs 2OA - 2OB on application of a first, small torque, while the remainder of the deformation element 94 is relatively larger so that it is substantially deformed to a second, greater extent only on application of substantially greater torque, as shown in Figs 2OC - 2OD Deformation increases proportionately to the applied force
  • the plastic deformation element can be arranged as a crumple portion which is compressed as the angle ⁇ reduces It can also be a separate element, e g wrapped around the pivot pin of each discrete rigid portion of an articulated, re-usable flexible frame element, one embodiment of which will now be described
  • a third, fully re-usable flexible frame element 110 comprises an articulated assembly of individual rigid portions 112 joined end-to-end by pivots 113
  • each rigid portion 112 comprises a short length of galvanised or passivated zinc plated mild steel formed into an elongate "top hat" section comprising a rear wall 115 and two opposed side walls 116, which together form a central U-shaped portion, and two oppositely directed lateral flanges 111
  • the rear wall 115 forms the outer side of the frame element which engages the soffit
  • the flanges 111 form the inner side of the frame element which faces away from the soffit in use
  • the end walls 114 of each rigid portion cooperate to form abutment surfaces which limit the obtuse angle ⁇ formed between each pair of adjacent rigid portions on the inner side of the frame element to a maximum of 180° as shown in Fig 24C
  • Panel fixing holes 118 are provided in each of the flanges 111
  • stanchion fixing holes 119 are provided in each side wall 116 so that the frame element can be attached to one of the stanchions 40 as already described above
  • Two oppositely directed pairs of keyhole slots 121 , 121' are provided in each rear wall, and indicia 120 indicate the correct position at which the rigid section 112 may be cut to define two separate, half length terminal sections, each of which may subsequently be attached to the first installation tool and thereafter to one stanchion 40 as one end of a separate frame element
  • each third frame element 110 is supplied with two half length terminal rigid sections (not shown) so that it is ready for use
  • each rigid portion 112 The side walls 116 of each rigid portion 112 are joggled inwards to form an outer pair of hinge brackets 122 at one end of the rigid portion and an inner pair of hinge brackets 123 at the other
  • the rigid portions are assembled together at the factory by means of a steel rivet 124 which passes through the respective outer and inner hinge brackets to form a pivot pin about which the two sections can pivot
  • the pivot pin 124 passes through a spacer 125 (made for example from plastics material) which maintains the separation between the inner pair of brackets 123 so as to rigidify the resulting pivot or hinge portion 113
  • each rigid portion 112 is cut at each end to define a bracket 126 which is bent inwardly towards the flanges 111
  • a resilient deformation element comprising a helical steel tension spring 127, is attached between each pair of adjacent brackets 126 so that it extends between the two adjacent rigid portions 112 in spaced relation to the hinge 113
  • the spring is accommodated by a cutout 128 in the rear wall so that it can be positioned as far as possible from the hinge portion 113
  • the spring 5 127 elongates proportionately to the applied torque, so that it transfers torque from one rigid portion to the next in a similar way to the plastic deformation elements already described, ensuring that each hinge portion is angled during installation
  • the spring 127 is arranged so that, in the 180° or rest condition of the respective hinge0 portion, its coils are almost or completely closed and it is only lightly engaged with the brackets 126, as shown in Fig 24C This means that relatively little torque is required to pivot the rigid portions 112 to a first, minor extent, before the spring more strongly resists further deformation until substantially greater torque is applied
  • Each resilient deformation element 127 thus biases the third frame element lightly towards a straight line configuration in its rest condition, as shown in Fig 24C 5
  • the tension spring 127 or hinge portion 113 or rigid portions 112 may be provided with an extension limiting arrangement (for example, a short steel cable or bar inside the spring, or a sleeve around the spring, or an arm which extends from one rigid portion to abut against the other) which defines a minimum, limiting angle ⁇ and so prevents over-extension of the spring
  • the resilient deformation element might comprise a helical compression spring arranged between two abutting surfaces of the respective adjacent rigid portions 112 - for example, between the rear wall of one rigid portion and a projecting arm of the other rigid portion - in which case the compression spring will define a minimum, limiting angle ⁇ at the point at which its coils are fully closed
  • a resilient, rubber or plastics spring could be used instead of or in addition to a coil spring
  • the5 resilient deformation element could comprise a leaf spring, or any other type of spring, such as a torsion spring arranged around the pivot pin or spacer so that its projecting ends engage the respective rigid
  • each resilient deformation element could be formed by a plastics or5 rubber block instead of a spring
  • Fig 33C shows a resilient deformation element 770 cut from an extruded section of resilient material, e g rubber, having a central hole 771 to receive the pivot, two wings 772 which engage the respective rigid portions of the frame element, and a stem 773 supporting a compressible top cap 774 which extends between the frame element and the soffit, so as to cushion the abutting ends of the rigid portions against small movements of the soffit
  • the stem0 extends between the ends of the rigid portions of the frame element, which are recessed to accommodate it, it may resiliency bias them apart so as to initiate the angular deflection between the two sections in use
  • Fig 33D shows an alternative resilient deformation element 780 extruded from resilient plastics material and having insert portions 781 for insertion into apertures in the central wall of the U-shaped section of each respective rigid portion, a corrugated, resiliency extensible portion 782 which resists angular deformation at the joint, and a stem 783 which may be used to urge the rigid portions apart as installation commences, or to insulate them where welding is intended
  • the pivots 113 could be arranged to permit the user to divide the frame element and re-join it at each hinge
  • the hinges are permanent and are made in the factory so as to avoid any risk of incorrect assembly, and the frame element is divided if required by cutting through a rigid portion where indicated (120)
  • the pivots 113 allow the third frame element to be installed, removed and re-installed as many times as necessary, so it can be re-used each time the framework is removed for renovation of the arch
  • first and second unitary frame elements are made from mild steel or perhaps from aluminium, they must be treated with care so as to avoid repeatedly stressing their unitary hinge portions, which could result in metal fatigue and ultimately failure of the hinges
  • the relatively great length and small profile of each frame element may make it difficult to install it without repeated flexing, however, this difficulty is ameliorated by the presence of the deformation elements which limit angular displacement at each joint, and is preferably overcome by use of the novel installation tool, as further described below
  • articulated frame elements (assembled from separate sections) will be preferred for long term use in arches which are frequently inspected, whereas unitary frame elements (which can be manufactured at low cost, for example, by re-working a roll formed or pressed, top hat section with a production laser cutting machine) will be preferred in one-time installations which are not likely to be disturbed, or in situations where economy is more important
  • a jointing bar 130 comprises a rigid, U-shaped section having a rear wall 131 and two side walls 132, each side wall having a series of holes 133 which correspond to the fixing holes (79, 119) in the side walls of each rigid section of the first, second and third frame elements
  • Two frame elements may be joined end-to-end to form a longer frame element by arranging the jointing bar 130 inside the central, U-shaped portions of the respective, half-length terminal rigid sections of the two shorter frame elements so that they abut in the centre of the jointing bar, and bolting the two frame elements respectively to the jointing bar via the cooperating holes
  • a first, preferred shield 150 comprises an elongate profile extruded for example from high density polyethylene
  • a central, attachment portion 151 extends along its longitudinal axis L, flanked by two lateral water shedding portions 152, each having a front surface 10 153 which faces away from the soffit in use and an opposite, rear surface 154 which faces towards the soffit in use
  • the attachment portion 151 forms a resilient clip structure having ribs 155 which engage in corresponding grooves in the stanchion and frame element to attach the shield, either to the rear 15 surface of the stanchion (Fig 29), or to an outer side of the frame element (Fig 30) so that the shield stays in place as the frame element is raised into an installed position beneath the soffit
  • the clip also defines grooves 156, which receive the ribs 155 of a second length of shield, the clip structures deforming resiliency so that the two lengths can be clipped together in nested relation, such as at the overlap just above each stanchion
  • each of the water shedding portions 152 includes an outer zone 162 having a plurality of water guiding structures 157 which extend in parallel with the longitudinal axis L so that they face towards the rear, water shedding surface of the adjacent panel in use
  • Each structure comprises a group of fins with narrow tips 158 The fins extend away from the surface 153 and curve
  • the outer edge portions 161 of the water shedding portions curve back towards the soffit so that the outer zones 162 are urged away from the soffit and into contact with the rear surface of the panel
  • the fins are most effective near the crown, where the shield is almost horizontal, so that any water droplets that run onto the downwardly facing front surface of the shield are likely to run or drip off the narrow tips 158 of the fins onto the rear surface of the panel, which channels them down towards the
  • a pair of first and second inner zones 163, 164 are arranged between each outer zone and the attachment portion After extrusion, the inner zones 163, 164 are flat as shown in Fig 27A
  • the extrusion is then passed between a pair of mating, heated rollers which impress a pattern of 40 corrugations 165, 166 forming oblique water guiding structures into each of the inner zones
  • the corrugations 165 extend obliquely downwardly and outwardly away from the attachment portion as shown
  • the corrugations 166 are reversed so as to extend obliquely upwardly and outwardly as shown
  • any water droplets reaching the first inner zone 163 are guided outwardly away from the attachment portion by the corrugations 165
  • two lengths of shield are arranged, both in the orientation shown, with a short gap at the crown of the arch which is covered by a short capping extrusion (not shown), which may be a thin extrusion with downwardly extending edges
  • a short capping extrusion (not shown), which may be a thin extrusion with downwardly extending edges
  • a single length of shield can be attached along the whole length of the frame element It will be appreciated that the other end of the shield will then be in the upside-down orientation to that shown, so that the directions of the corrugations 165, 166 are reversed
  • the corrugations 166 of the second inner zone 164 are then effective to guide any water droplets which reach that area, out
  • the central wall of the attachment portion has thick corrugations 168 which form a compressible structure 167, which is arranged in use between the flexible frame element and the soffit
  • the soffit of a railway arch exhibits very small movements (in the order of 1 mm - 2mm or so) as trains pass over it, and the corrugations provide sufficient stiffness to react the hoop stress against the soffit, yet are capable of collapsing so as to provide lost motion which cushions the frame element and mechanically decouples it from small movements of the soffit
  • an inherently compressible material could be used, such as a foamed plastics material, an elastomer, or the like
  • references in this specification to the frame element being engaged against or in contact with the soffit are to be construed as including this arrangement, in which a shield is interposed between the frame element and the soffit )
  • the shield material is supplied on a large diameter roll, so that as it is unrolled it naturally adopts a curved configuration which helps it to conform to the curvature of the frame element
  • the shields and panels do not rely on any compressive seal for their effectiveness, but rather on the respective downwardly and outwardly oriented water channelling surfaces which prevent water from travelling laterally towards the frame element This provides great tolerance between the various system elements so that the system remains effective, irrespective of the accuracy of installation or the curvature of the soffit
  • compressive seals or the like could be provided if preferred
  • the water shedding surfaces could also be micro-structured so as to define an energy barrier for droplets moving transversely, e g transitioning between the Wenzel state and the Cassie-Baxter state
  • Alternative shield elements 149 and 140 each comprising a flexible plastics or elastomeric extrusion having lateral water shedding portions with longitudinal water guiding corrugations 143, and a central attachment portion comprising an adhesive str ⁇ p145 for attachment to the frame element and a compressible structure 147 for absorbing movement between the frame element and the soffit, are shown respectively in the installed position at the crown of the arch in Figs 39 and 40
  • the shield could be made from other plastics material such as polyester, or from thin galvanized steel, aluminium or the like
  • the central attachment portion can have a rounded external surface which tends to deflect the frame element and shield away from any old fixings projecting from the soffit as the frame element is raised into position, and which also resiliency clips over the central recess portion of the frame element and cushions it against the soffit
  • a springy cap made from galvanized steel or hard plastics material could also be clipped over the rear surface of the shield to deflect it away from old fixings project
  • a table can be supplied in which the columns are headed by representations of the arch configuration (egg-shaped, cylindrical, flattened, etc ), the rows correspond to the width of the arch, and the body of the table gives the required length of the flexible frame element for each combination
  • each unitary, flexible frame element 70 is about 10m in length, about 50mm deep (between its rear wall and its flanges) and about 110mm in width (between the outer edges of its flanges) It is relatively rigid in its width direction, but due to its length it is quite floppy in its depth direction, which presents a potential difficulty in transporting it and raising it into its installed position, several metres above ground level, while avoiding uncontrolled movements which could cause unnecessary flexing and weakening of its integral hinge portions
  • each frame element 70 is preferably constrained to form a maximum angle on its inner face (facing away from the soffit in use) of 180° at each joint, the two elements together thus form a substantially rigid, straight assembly in which they are easily handled and transported to the point of use without damaging them
  • each frame element 70 is then preferably installed by means of a pair of first installation tools 300, by which means each frame element 70 is easily raised into pressing engagement with the soffit and then secured in its installed position while avoiding any unnecessary flexing of its integral joints
  • each first installation tool 300 comprises a releasable mounting mechanism 301 for mounting the tool for controlled movement towards the soffit, a frame element attachment mechanism (302, Fig 5) for releasably attaching one end of the flexible frame element 70 to the tool, and a movement mechanism 303 for controlling the movement of the tool up and down towards and away from the soffit
  • the releasable mounting mechanism 301 is adapted for releasably mounting the tool in sliding engagement with the flanges 41 of one of the stanchions 40
  • the movement mechanism 303 comprises a mechanism for manually raising and lowering the tool up and down the stanchion
  • each tool 300 preferably includes a separation adjustment mechanism 304 for moving the respective end of the attached frame element 70 towards and away from the respective stanchion 40, and a pivot mechanism 305 controlled by a releasable ratchet mechanism, which permits the frame element 70 to be raised from a substantially horizontal orientation to a substantially vertical orientation after attachment to the tool while restraining the frame element 70 against downward movement
  • each of the two installation tools 300 is mounted on the base of a respective one of a first pair of stanchions 40 on opposite sides of the arch, the ratchet is released by pulling the detent ring 423, and the pivot mechanism 305 is pivoted in whichever direction offers more room, so that each respective frame element attachment mechanism 302 extends horizontally or, preferably, slightly downwardly towards the floor of the arch
  • the separation adjustment mechanism 304 is adjusted by means of its removable handle 396 to provide a gap between each end of the frame element and the respective stanchion 40, which accommodates the ends of the shield 149 as the frame element is raised as further described below
  • a first pair of frame elements 70 are then placed on the ground and separated by cutting the ties 178
  • One frame element 70 is then attached at a first one of its ends 77 to the attachment mechanism 302 of a first one of the tools, so that it extends along the ground away from the respective stanchion 40 (Fig 3)
  • the installer then walks with the second end 77 of the frame element in a wide arc towards the second tool, so that the frame element is progressively bent into an arched configuration while it lies on the ground, and attaches the second end 77 to the attachment mechanism 302 of the second tool 300 as shown in Fig 58 Bending at each hinge portion is controlled by the respective plastic deformation elements as described above
  • the midsection of the frame element is raised a short distance off the ground and supported on building blocks 11 or the like
  • a length of shield material 149 is then cut from the roll and fitted over the outer ( ⁇ e the soffit-engaging) face of the frame element 70, so that it extends along the whole length of the curved frame element between its two ends (Fig 4 )
  • the frame element 70 is then raised to a substantially vertical plane as shown in Fig 5, while the attachment mechanism 302 of each tool pivots about its pivot mechanism 305
  • the ratchet mechanism cooperates with the pivot mechanism 305 to allow upward movement while preventing the frame element from falling back downwards in either direction, and cooperates with a safety detent bolt 421 (further described below) to automatically lock the pivot mechanism 305 of each tool when the frame element 70 reaches its vertical position
  • the midsection of the frame element 70 can first be raised as high as possible off the ground and supported on a short freestanding ladder A rope or plumb- bob cord 12 is then passed through the two centre keyhole slots 81 , 81' in the rear wall 75 of one rigid portion 72 nearest to the middle of the frame element 70, and the frame element is raised to the vertical position by pulling the rope or cord 12 in the longitudinal direction of the arch This can also be accomplished without effort by passing the rope 12 through a block which is fixed between the upper ends of two distant stanchions, or by using two ropes passing through two blocks fixed respectively to the upper ends of two distant stanchions
  • each tool could also be adapted to provide a geared mechanism or the like for raising the frame element to an upright position, although the applied torque will then be substantial
  • a handle 550 comprising a short steel tube with a threaded inner end and a hole in its outer end, is screwed into the left-hand (upward) drive socket 522' of the movement mechanism 303 of each tool
  • a short length of cord 13 is also attached to the hole in the outer end of each handle so that the handle can be operated from the ground against the restoring force of its return spring 535' (further described below) (Fig 5 )
  • the two handles 550 are then operated (either simultaneously by two people or alternately by the same person) by pulling on the cords 13 to raise each tool 300 carrying the frame element 70 up the two stanchions 40, until the outer face of the rear wall 75 of the frame element (cushioned by the shield 149) contacts the soffit 5
  • each separation adjustment mechanism 304 is then operated to move each respective frame element attachment mechanism 302 carrying the respective end 77 of the frame element 70 outwardly, so that the central U-shaped portion of each end of the frame element is slidably engaged in the central U-shaped portion of the corresponding stanchion 40, with the flanges
  • each frame element 70 can now be adjusted for verticality by means of a plumb-bob 14 suspended on the cord 12 which is attached to the midpoint of the frame element A second cord 15 is stretched between the respective supporting columns 40 beneath the frame element
  • the position of the frame element is simply adjusted by pulling on the plumb-bob cord 12 in the required longitudinal direction of the arch until the plumb-bob 14 is in alignment with the bottom cord 15 (Fig 6 )
  • the handles 550 are then operated again so as to raise the tools 300 and the frame element 70 slidingly upwardly relative to the stanchions 40, forcing the frame element pressingly upwardly and outwardly against the soffit 50 into its final, installed position
  • This upward movement induces a compressive hoop stress between the ends 77 of the frame element, forcing each rigid portion 72 of 5 the frame element outwardly against the soffit 5 and sandwiching the shield 149 between the frame element and the soffit along its whole length while urging the upper ends of the stanchions outwardly against the piers
  • Each end 77 of the frame element 70 is then attached by bolts 50 to the upper end of the stanchion 10 40 above the tool, as shown in Fig 14C, so that the residual hoop stress is maintained by the stanchions acting in compression Due to the adjustable attachment system already described, based on the Vernier principle, the frame element 70 is attachable in virtually any vertical position on the stanchion 40, and the degree of overlap is of little significance, so the system is very tolerant of errors in measurement or calculation (Fig 7 )
  • the plumb-bob cord 12 was looped through the keyhole slots in the frame element, it can now be recovered by pulling on one end so as to be re-attached to the next frame element Alternatively, it could be looped through a small wire or plastics widget (not shown) attached to the keyhole slots, so as to make it easier to recover
  • each of the frame elements 70 is then installed in the same way In 5 its installed position, each of the frame elements 70 is thus jammed up tightly against the brickwork of the soffit so that it conforms flexibly to the curvature of the soffit 5, forming a self supporting arched configuration in which it is supported only by the two stanchions 40 on opposite sides of the arch, while being rigidified and also restrained against movement in the longitudinal direction of the arch by frictional contact with the soffit (Fig 8 )
  • the flexible frame element may thus be handled and installed simply and efficiently while avoiding unnecessary flexing of the joints Moreover, there is very little need to work above ground level during installation of the framework All that is required is a relatively short ladder which gives access to the upper end of each column for fixing the bracing struts and cables,
  • a second jointing element 650 functions similarly to the jointing bar 130 (Figs 25A - 25B), comprising attachment portions 651 for attachment to additional fixing holes (not shown) which are arranged in the side walls of the preferred flexible frame element 640 (Fig 85) between its flanges and mounting holes 642
  • the attachment portions are arranged inside the frame element and spaced apart so as to define an open space communicating with a cutout 652
  • Raised wings 653 extend outwardly in use from a flat, central joining plate 654 in the longitudinal direction of the arch, and receive a mounting flange 661 of a cable tray 660 which functions in the same way as the struts 60, but also supports cabling running along the crown of the arch, which passes over the plate 654, as well as lighting fixtures which can be suspended from the tray
  • This cabling can branch off to pass through the cutout 652 and along the recess of the frame element, in the manner of a vertebral nervous system Cabling can also pass along the frame element across the crown,
  • the cabling may be removed from the central recess of the frame element and left hanging from the frame elements on either side, following which the cable tray is disconnected and the frame element may be lowered (with the jointing element 650 in place) Any cabling passing over the central plate 654 is left in place, hanging from the crown of the arch between the two adjacent frame elements
  • the shield is arranged in two lengths with a short gap at the crown, covered by a crown shield which extends above the spinal wiring This enables the frame elements to be removed and replaced one by one without disconnecting the wiring
  • each frame element is divided into two halves, which are attached separately, one to each of the tools, and then brought together and joined in the middle of the floor with the jointing element 650 This makes them easier to handle and halves the amount of space required to bend them
  • the two tools may be synchronised as described below so as to ensure that all of the jointing elements 650 are aligned at the crown
  • bendable fingers can also be cut out from the frame element adjacent each hinge portion, which extend part-way across the central recess in spaced-apart relation so as to retain cabling in position, allowing the cabling to be inserted by twisting it between the fingers
  • the stanchions may be used to support horizontal joists, providing a mezzanine floor, in which case the stanchions are dimensioned accordingly and the joists and floor are installed once the framework is in place and before the lining panels are attached, so that the floor provides a working platform which affords easy access to the whole of the soffit up to the crown
  • smaller stanchions are used, and lightweight temporary joists 181 may be releasably attached to the stanchions to support a temporary working platform giving access to the soffit
  • a bracket 180 is preferably first bolted to the upper end of each stanchion 40
  • Each bracket 180 may comprise a flat plate which is inserted into the central U-shaped portion of the frame element 70 inside the stanchion 40 and is bolted through corresponding holes in the two abutting side walls 76, 46 (Fig 14C) It may be installed at the same time as the frame element 70 is bolted to the stanchion, so that all three elements are fixed together simultaneously by the bolts 50
  • the bracket 180 may provide adjustable attachment holes, both for attachment of the bolts 50 and for attachment of the joist 181 , so that the bracket 180 can be adjustably positioned on the stanchion 40 and/or the joist 181 can be adjustably positioned on the bracket 180
  • a two-part bracket can be used which provides positional adjustment between its parts
  • each temporary joist 181 comprises a telescopic assembly comprising two hollow, box section or inverted, U-section or top-hat section aluminium end portions 182, in which an aluminium centre portion 183 is telescopically received
  • the centre portion 183 has slots 184, and the three parts are retained in sliding, adjustable relation by bolts 185 which pass through the slots
  • Each end portion 182 has a fixing hole 186 at its outer end, closer to its base than to its upper (horizontal) wall
  • Each temporary joist 181 is first lifted at one end and slid over one of the brackets 180, which is received between the side walls of the joist so that the upper wall of the joist sits on the bracket, and then pivotably attached to the bracket by means of a bolt via the fixing hole 186 (Fig 9 )
  • the other end of the joist is then raised off the ground (either by lifting it directly or, perhaps, by a modified attachment to the installation tool) and attached at its second end to the corresponding bracket 180 on the upper end of the opposite stanchion 40
  • the assembly telescopes to accommodate the changing length of the joist
  • a stable working platform or floor 187 is quickly created which affords easy access to the soffit up to the crown (Fig 10 )
  • the framework (comprising principally the flexible frame elements 70 and stanchions 40) can be used to support panels 200 or sheeting to form a waterproof lining, and can also be used either with or without a lining or shield elements to support lighting fixtures, pipework, racking and the like
  • a temporary floor or working platform may be quickly laid out on the regularly spaced, parallel joists 181 by interlocking a plurality of modular flooring elements 720
  • Each element comprises a generally planar loadbearing surface 721 , formed for example from a sheet 722 of aluminium plate or moulded from glass reinforced plastics material or other strong, stiff, lightweight material
  • a plurality of parallel reinforcing struts 723 are welded, integrally moulded or otherwise attached to the underside of the loadbearing surface so that they extend along a first horizontal axis X1 transverse to the joists between respective continuous inner transverse walls 724
  • Two end portions 725 are defined between the outer face 726 of each transverse wall 724 and the opposed inner face 727 of a respective second discontinuous transverse wall 728 at which the loadbearing surface terminates, both transverse walls 724, 728 extending downwardly away from the plane of the loadbearing
  • each element 720 are supported on the respective first and second joists 180
  • Each end portion comprises two recess portions 730, one full width support portion 731 and two half width support portions 732 which extend in use to cover the respective joist 180 so that they are supported by its upper surface 181'
  • the corresponding half width support portions 732 of each adjacent pair of elements 720 are received as shown in the recess portion 730 of an adjacent element 720, so that they he between the respective support portions 731 and 732 of that element
  • the support portions 731 and 732 of that element thus abut against the corresponding half width support portions 732 of the aforesaid adjacent pair of elements 720 arranged in-between them, so as to restrain the aforesaid adjacent pair of elements in abutting side-by-side relation as shown against movement in the plane of the loadbearing surface
  • each element thus locks the two adjacent elements together, so as to form a continuous, safe working surface which cannot open up unexpectedly, and yet allows each element
  • Each recess portion 730 extends along the first (length) axis X1 to define in use an aperture 733 in the loadbearing surface 721 , the aperture being defined between an inner edge 734 of the recess portion (defined by the face 726) and the respective opposed side 181 " of an adjacent one of the first and second joists
  • Each of the corresponding walls 728 of the corresponding support portions of the adjacent elements 720 is received in an aperture 733 as shown, so as to restrain each flooring element against movement along the first axis in the plane of the loadbearing surface by abutment of the wall 728 against the respective joist
  • the walls 728 can be removed, in which case the element 720 is restrained against movement along the axis X1 by abutment of the walls 724 against the joists Only one recess portion, or more than two recess portions, may be provided
  • the flanges of each stanchion are clear from floor to spring line so that panels can be mounted on the stanchions all the way up, irrespective of whether the beams and floor remain in place
  • the beams are installed at least about 1 5m below the spring line ( ⁇ e the line at which the curved soffit meets the vertical piers) This means that if it is intended to install a mezzanine floor, then there are two options after initial installation of the stanchions
  • the mezzanine floor is installed first, and then the tools are mounted on the portions of the stanchions projecting above the level of the floor, and the frame element is laid out on the mezzanine floor, and attached to the tools as before, then raised into a vertical position and installed in the same way as before, except that the tools will travel only a very short distance before the flexible frame element engages against the soffit
  • the flexible frame elements can be removed again in the same way, without disturbing the mezzanine floor
  • the stanchions and mezzanine floor are installed as before Then a short, vertical, stub stanchion is attached by means of a bracket to each end region of each beam
  • the stub stanchion is at least about 1 5m in height and extends vertically up from the beam to meet the soffit at its upper end So each stub stanchion is horizontally displaced from the pier by a distance determined by the angle of the soffit, the height of the mezzanine floor and the height of the stub stanchion
  • the tools are then mounted on the stub stanchions and the flexible frame elements are installed as before, with the flexible frame element being formed into an arched configuration while laid out on the mezzanine floor
  • the soffit is thus lined with an upper set of panels attached to the flanges of the flexible frame elements and of the stub stanchions, so that this upper set of panels terminate at their lower edges adjacent the mezzanine floor to define low side walls
  • the piers can be
  • Corrugated sheets are arranged to intercept water falling from the soffit in the zone behind the stub stanchions and direct it down behind the lower set of panels
  • Water dripping down the upper set of panels is guided, either into a gutter supported on the beams just behind the stub stanchions (the gutter having sloped edge portions that extend between the adjacent stub stanchions to intercept water falling from the lower edge of each panel), or onto the corrugated sheets which extend down behind the upper edges of the lower set of panels
  • the mezzanine floor can remain in place while the panels are removed
  • Each panel can be removed individually from anywhere in the arch, with the mezzanine floor providing a working platform for repairing the brickwork behind While the panels are removed, any wiring remains in place in the U-shaped channels provided by the frame elements and the stanchions (as do any sockets and light fittings attached to the flanges), which are preferably left in place unless the brickwork behind them has to be accessed This makes it much easier to do regular inspections without disrupting the internal arrangements of the arch If necessary, the flexible frame elements attached to the stub stanchions can be removed (and later re-installed) by reversing the installation procedure, without removing the mezzanine floor
  • a crown shield 190 is now attached between the frame elements 70 along the crown line, with its edges lying beneath the shields 149 on the flanges 71 of the frame elements, so as to intercept water falling from the crown of the arch and channel it downwards onto the panels 200 on either side
  • the crown shield 190 comprises a corrugated plastics sheet, the corrugations being arranged to run in the transverse (width) direction of the arch so that they channel water downwards along the curve of the soffit
  • a bracing strut 60 or 60' is also arranged between each pair of adjacent frame elements 70 at the crown, so as to additionally stabilise the frame elements in the longitudinal direction of the arch (Where panels are to be attached to the frame elements, the panels will also provide stability )
  • Each bracing strut 60 is installed underneath the crown shield 190 along the crown line so as to support the centre of the crown shield, and the crown shield is optionally attached to the bracing strut by cable ties 191 passing through holes in its edges, beneath the protective shield 149, as shown in Fig 10 and in cross-section in Fig 39
  • the bracing strut can be adapted to define a cable channel for retaining cables, pipework and the like running between the adjacent frame elements at the crown line, in which case the adjoining longitudinal panel edges can be spaced apart along the crown line to leave a space for the cabling, which is finished by a longitudinal cover strip
  • a first panel 200 comprises a body portion 201 made from waterproof, rigid, closed cell foamed plastics material (e g polyurethane polyisocyanurate or expanded polystyrene), which is bonded to a substantially flat, planar front board 202 with bevelled upper and lower longitudinal edges 203, 222, whose substantially flat front surface 204 faces inwardly into the arch in the installed position
  • the board 202 can be made from cementitious material, calcium silicate, polypropylene, polyethylene or other fairly rigid plastics material, fibreglass, powder coated sheet steel, compressed cellulose or mineral particles, or any other fairly rigid material which is adequately strong and resistant to damp and which presents an acceptable internal surface 204
  • Two steel flanges 205 are bonded, one at each end of the panel, between the body portion 201 and the front board 202 so as to extend in the transverse direction of the panel between the upper longitudinal edge 210 of the panel and the lower longitudinal edge 222 of the front board 202, which is spaced apart from the lower longitudinal edge 211 of the panel, which edges 210, 211 , 222 will generally be horizontal in the installed position
  • the outwardly extending portion of each flange 205 forms an attachment portion 206 which is perforated with a diagonal pattern of fixing holes 208 and slots 209, which are spaced apart in the transverse direction of the panel by a distance d 2 so as to cooperate with the corresponding fixing holes in the respective flange of the stanchion 40 or frame element 70 according to the Vernier principle as discussed above, providing a positionally adjustable fixing system
  • the attachment portions 206 of the flanges are wide enough in the longitudinal direction of the panel to tolerate substantial variations in the spacing of the stanchions 40 and frame elements 70, so that each
  • each flange may also be provided with second perforations, so that the front board 202 and flanges 205 can all be arranged in a mould before the body portion 201 is formed by injecting a pre-mixed plastics compound into the mould, which then expands through the second perforations to bond the front board 202 and flanges 205 together
  • the rear, water shedding surface 212 of the body portion 201 is divided into a plurality of channels 213 which extend in parallel in the transverse direction of the panel to guide water falling from the soffit 5 or shields 149 onto the panel, downwardly from its upper edge 210 to its lower edge 211 , while preventing it from travelling laterally beneath the shields 149
  • the base of each channel 213 (forming part of the rear, water shedding surface 212) diverges outwardly from the front surface 204 as shown and downwardly in the installed position towards the lower edge 211 of the panel, where it curves back, inwardly into the arch and towards the front surface 204 to form the outer, water shedding surface 214 of a lower wall 215, whose opposite (inwardly facing) surface 216 also curves 5 inwardly (away from the soffit) in the installed position of the panel to define an elongate recess 221 between the lower edge 211 of the panel and the lower edge 222 of the front board 202
  • the lower wall 215 is so arranged that its outer surface 214 and inner surface 216 are both inclined downwardly, irrespective of the angle of inclination of the panel in its installed position, as will be 10 seen by comparing the relative position of the lower wall 215 in its installed position close to the crown of the arch (Fig 37A) and in a vertical orientation adjacent one of the piers (Fig 37C)
  • each of the lands 218 which separate the channels 213 extends around the tip 217 of the lower wall to provide a nose 219 which always lies at the lowermost point of the lower wall 215 (cf Figs 37A, 37C)
  • the overall depth of the panel between each of its flanges 205 and the rear surface 220 of each of the lands 218 is slightly less than the depth of the frame element 70 between its flanges 71 and its rear wall 75, so that the body portion 201 can be accommodated adjacent the soffit 5 in the space between the frame elements 70 (depending of course on the angular position of each panel relative to the frame elements) and only the relatively thin front board 202 extends outwardly of the flanges
  • each channel 213 terminates at its upper end in a shallow recess 223 which extends longitudinally for the whole length of the panel, proximate its upper edge 30 210 and generally horizontally in the installed position
  • Each land 218 tapers at its upper end to meet a shallow, faceted hump 224 which divides the floor of the recess 223 between each pair of adjacent channels 213 This ensures that water falling into the recess 223 will not travel laterally along it, but will rather be shed to one side or the other of each hump 224 and thus directed into the nearest channel 213 (The humps 224' at the ends of the panel face towards the centre of the panel )
  • the upper wall 225 of the recess 223 extends generally in the outward direction towards the soffit (which is to say, outwardly towards the soffit rather than inwardly towards the arch) in the installed position of the panel to define an elongate protuberance 226 which (together with the channels 213, lands 218 and recess 223) also forms an integral part of the moulded body portion 201
  • the attachment portions 206 are attached by self-tapping screws respectively, either to the flanges of two adjacent stanchions or to the flanges of two adjacent flexible frame elements, so as to support the panel 200 in an installed position in which it is inclined downwardly from its upper edge 210 to its lower edge 211 , with its rear, water shedding surface 212 facing in an outward direction towards the soffit 5 or the adjacent pier 3, 3', as illustrated for example in Fig 40
  • each panel is attached to the framework above the one below so that the flanges 205 of each panel abut the flanges of the stanchion or frame element adjacent the respective upper and lower bevelled longitudinal edges 203, 222 of the front boards 202, which edges respectively abut each other to define, either a wide groove (Figs 37A, 37C) or a narrow interstice (Fig 37B) or a groove of intermediate width, depending on the angle ⁇ 2 defined between the inwardly facing surfaces 204 of the two panels 200
  • each of the lands 218 at the lower edge 211 of the panel is radiused about an axis defined by the bottom edges 221 of the flanges 205, so that the second panel may be installed by inserting its lower edge 211 behind the upper edge 210 of the panel below, before rotating its respective upper edge 210 towards the soffit into its installed position, the radiused surface allowing it to clear the soffit at its lower edge as it rotates Since the front board 202 of the upper panel then rests on the front board 202 of the lower panel, it is easy to support the upper panel during installation, and if preferred, it may be secured by means of only two fasteners, one at each end either at mid-height or near to its upper edge
  • FIG. 37A two panels 200 are shown in their installed positions, close to the crown line 8 of a wide arch with a gently curving, flattened soffit, with their respective front surfaces 204 substantially aligned and their respective rear, water shedding surfaces 212 both inclined downwardly at a shallow angle ⁇ 3 of only 2° below a nominal horizontal line H
  • the respective upper and lower walls 225, 215 of the two panels are so configured (as already described) that, even in this position, they interlock to shed water from the rear surface 212 of the upper panel 200' to the rear surface 212 of the lower panel 200", such that the respective rear surfaces 212 of the two panels form an effectively continuous water shedding surface, with the upper wall 225 and protuberance 226 of the lower panel 200" being received in the corresponding recess 221 of the upper panel 200' and the lower wall 215 of the upper panel 200' extending downwards into the recess 223 of the lower panel 200" as shown In this configuration it is impossible for water to travel up out of the interlocking joint thus produced between the panels Referring to Fig 37B, the two panels may be attached at any point adjacent the soffit or piers so that they are inclined downwardly at different angles of inclination as shown, whilst their respective upper and lower walls 225, 215 still cooperate to shed water from the rear surface 212 of the upper panel 200' to the rear surface 212 of the
  • the rear, water shedding surface 212 of the upper panel 200' is inclined downwardly at a relatively shallow angle ⁇ 3 of about 5° below a nominal horizontal line H, representing the position of the upper panel if it were attached, just above the spring line of an arch in which the soffit departs from the spring line at an exceptionally shallow angle
  • the lower wall 215 of the upper panel 200' is positioned vertically above and behind the rear, water shedding surface 212 of the lower panel 200", so that even in this extreme position, water dripping from the lower wall 215 will fall downwardly, behind the protuberance 226, upper wall 225 and rear water shedding surface 212 of the lower panel, so that the two panels again form an effectively continuous, water shedding surface
  • the obtuse angle ⁇ 2 between the upper and lower panels is about 102°, while in the example of Fig 37A, the corresponding angle Q 2 is about 177°, giving a range of angular variation between the two illustrated positions of about 75°
  • the upper and lower walls 225, 215 of each panel are so configured that the obtuse angle ⁇ 2 may be varied by at least 15° while still forming a continuous, water shedding surface between the two panels, which degree of variation allows the panels to be adapted for use in most positions on reasonably evenly curved soffits
  • the obtuse angle ⁇ 2 may be varied by at least 70° as shown, and most preferably, the aforesaid angular variation is possible, even where the rear, water shedding surface of the upper panel lies at a relatively shallow angle of only a few degrees below the horizontal, as shown, which permits each pair of panels to be installed at virtually any point on the internal surface of virtually any arch, irrespective of its geometry
  • the upper and lower walls 225, 215 are so configured that the two panels may also be installed one above the other on the stanchions adjacent the pier at one side of the arch, with their rear surfaces facing the internal surface 4 or 4' of the pier and their respective front surfaces 204 in vertical alignment as shown, to form a vertical wall
  • the lower wall 215 is accommodated in the recess 223 with its tip 217 lying just above the shallow humps 224 (which is why they are shallow), while the protuberance 226 is received in the recess 221 , so that once again, the respective rear surfaces 212 of both panels cooperate to form an effectively continuous water shedding surface
  • the front surface 204 of each panel is preferably flat and planar as shown, of course, if preferred, each panel could be curved for use exclusively beneath the s
  • the panels may be arranged to discharge water into gutters at the spring
  • the panels 200 can be attached to any supporting framework, and are not limited to use with the novel flexible frame elements Instead of self tapping screws, the respective flanges may be adapted if preferred to receive special fasteners, designed for example so that they require only a quarter turn to install or release them Such adaptations will be within the purview of those skilled in the art
  • the front board 202 could simply be a thin layer or coating attached to the body portion 201
  • the panel in a single, unitary piece, without either flanges or a front board
  • the two flanges could be combined into a single, embedded supporting structure, or they could be integral with the front board, so that the panel comprises a foamed body portion with a metal front skin integral with the attachment portions
  • the panel could also be formed in one piece, or with inserts or a separate front surface material, by structural reaction injection moulding, reaction injection moulding, blow moulding, twin sheet thermoforming, or any other suitable process
  • the channels could be defined by shallow ribs or the like which are formed on the rear, water shedding surface, the body and attachment portions of the panel could then be made for example as a unitary plastics moulding, or from a single sheet of steel which is joggled at its top and bottom edges to form the upper and lower walls
  • the lateral regions 750 of the panel adjacent the mounting portions 751 are formed with channels 752 which are arranged obliquely so as to run downwardly away from the lateral edge 753 of the panel and towards its lower edge 754, these slanted channels divert any stray water droplets away from the dry zone beneath the shield
  • narrower lands 755 are formed with a chevron pattern of channels 756 which run obliquely downwardly and away from the centre line 757 of the land 755 towards the larger channel 758 on either side
  • the parallel channels 758 are aligned with the lateral edges 753 of the panel, which (like those of the foregoing embodiment) advantageously allow the panel to be cut along its transverse (top to bottom) direction between the lateral regions 750 to virtually any required length, so as to fit between the final pair of stanchions or frame elements Any water falling onto the lands is diverted towards the mam channel on the nearest side, which prevents lateral flow
  • Each of the channels 752 and 756 may be relatively shallower at its upper end 752', 756' and relatively deeper at its lower end 752", 756", so that it functions to divert water towards its lower end, even when the panel is nearly horizontal
  • the mounting portions 751 are discontinuous, comprising a pair of tabs 751 at the lower edge of the panel and a corresponding pair at the upper edge (not shown) This leaves the flanges of the stanchion or frame element clear between the flanges, so that electrical boxes and the like can be attached directly to the flanges between the adjacent panels
  • the cosmetic covers (not shown) which cover the gaps between adjacent vertical sides of the panels are selectively provided with apertures to conform to the boxes
  • a replacement mounting flange 230 is formed from a single, folded sheet of mild or spring steel, having an attachment portion 231 similar to that of the panel 200 which extends from a pair of resilient, spaced walls 232, 233, which are arranged to embrace the cut end of the panel 200 with the front wall 232 lying over its front surface 204 and the rear wall 233 lying over the rear surfaces 220 of the lands 218, so that the double thickness attachment portion 231 then lies in the same position as the original flange 205 which has been cut away from the panel
  • a thin scrap steel sheet (not shown) is first laid against the rear surfaces 220 of the lands 218 along the cut edge of the panel.
  • the front wall 232 and rear wall 233 are then resiliency pulled apart (assisted by the separation of the two halves of the folded attachment portion 231 ) and forced over the cut edge of the panel, with the scrap steel sheet protecting its rear surface
  • the scrap steel sheet is pulled out and the rear wall 233 is tapped with a hammer so that sharp, inturned points 236 formed integrally with the rear wall 233 penetrate the rear surfaces 220 of the lands 218, locking the flange to the panel
  • Small screw holes may also be provided so that the front wall 232 can be screwed to the front board 202 for added security
  • the panels 200 are attached to the flanges of the stanchions 40 and frame elements 70, starting from the floor and working up towards the crown between the joists in a continuous sequence, so that each panel is interlocked with the one below
  • the final set of panels are cut to length and then fitted with replacement flanges as described above before being attached between the rear pair of stanchions and frame elements on either side of the arch
  • the remaining longitudinal gap at the crown can be filled by a row of panels cut to fit along their longitudinal axes, or with two rows of cut panels which meet at the crown, with the lands being cut away if necessary to accommodate the bracing strut
  • a gap can be left to accommodate cables and the like, in which case it is preferably covered by a removable cosmetic cover strip (not shown)
  • each frame element 70 is kept dry by its shield 149, so that any water falling on the area above the frame element is diverted downwardly along the shield or sideways onto the rear, water shedding surfaces 212 of the overlapping panels 200, whose channels 213 prevent water from running back beneath the protective shields
  • the shields 149 extend around the end stanchions to cover the corners of the rear wall 9 (as well as the front wall, which is not shown), so that the front and rear walls can be finished, either conventionally or by means of another set of panels 200 supported if required on vertical, top hat section brackets screwed to the walls or attached at their upper ends to the rearmost frame element 70, to provide a complete, waterproof lining
  • each panel 200 acts as a rigidifying element or cross-brace which prevents movement of the respective frame elements in the longitudinal direction of the arch
  • the interstices or grooves between the longitudinal edges of the panels can be filled with mastic or with a compressible rubber or foam profile, but this should be unnecessary as long as they are arranged in close abutment, which is made possible by the adjustable attachment system described above
  • the continuous U-shaped channels defined by the nested frame elements and stanchions and protected by the shields can be used as conduits to carry wiring and small diameter flexible pipework around the inside of the arch, while the flanges of the frame elements, stanchions and panels provide mounting points for sockets, lighting fixtures and the like
  • the gaps between adjacent panels at each frame element are preferably covered by cosmetic, plastics or metal cover strips (not shown) which provide access to the cabling beneath, the cover strips preferably being resiliency retained so that their outer edges are pressed outwardly against the inner surfaces 204 of the panels, providing an even finish at each joint which covers variations in spacing between the stanchions, frame elements and panels
  • the panels could be arranged to abut at their vertical joints as well
  • the novel framework can be lined with ordinary corrugated sheets or any other suitable sheets or panels instead of the panels 200, in which case each edge of the corrugated sheet or panel will form an attachment portion which is placed over the flanges of the frame element or stanchion and then
  • the releasable mounting mechanism 301 of the first installation tool 300 is adapted to mount the tool as shown on the flanges of a stanchion, and is shown in Figs 41 B and 43 attached to a third stanchion 40' which is similar to the first stanchion 40, having flanges 41 ' with regularly spaced rectangular apertures 43' which are adapted to receive the projecting teeth 471 of the drive pinion 470 of the tool 300
  • the mechanism 301 comprises two pairs of waisted rollers 310, 310' mounted in bearings 311 on the ends of pivoted arms 312, 312', the two pair of arms being arranged respectively at the lower and upper ends of the tool 300 so that they can be extended and retracted via apertures 313 in the side walls 351 , 352 and backplate 306 of the tool body
  • the screwthread mechanism comprises a screwthread 317 rotatably mounted between the lower wall 318 and an inner wall 319 of the body of the tool in parallel with a fixed guide bar 320
  • the screwthread 317 is rotated by a handwheel 321 so as to advance a traveller 322, comprising a block with a threaded bore for receiving the screwthread and a plain bore for slidably receiving the guide bar, towards the base of the tool
  • Links 323 pivotably connected between the traveller 322 and the lower arms 312 draw each respective pair of arms 312, 312' together, causing the rollers 310, 310' to converge behind the flanges 41' so that their waisted surfaces ride up the flanges, drawing the backplate 306 towards the stanchion 40' so that the fixed rollers 315 are engaged against the external surfaces of the flanges as shown (Figs 41 B, 43)
  • the tool 300 is thus captured on the stanchion 40' so that it can move up and down but cannot be
  • a lateral adjustment mechanism 340 may be provided to engage the side walls 106' of the stanchion 100', which positively locates the tool and prevents the side walls of the stanchion from flexing inwardly (particularly where a light duty stanchion is used) in response to the forces exerted by the rollers 310, 310'
  • a pair of pivotably mounted adjustable arms 341 project from an aperture 342 in the centre of the backplate 306 so that their respective guide rollers 343 are
  • the arms 341 are biased resiliency together by a spring 344 and can be moved apart by a rotary cam 345 which bears against a cam follower 346 on each arm
  • the cam is rotated by a pair of spur gears 347 347', which are linked by a shaft 348 to a corresponding pair of arms (not shown) at the upper end of the tool and driven by a handwheel 349 via a worm gear 350
  • the handwheel 349 is rotated to urge the guide rollers 343 outwardly
  • the frame element attachment mechanism 302 comprises a rigid, upstanding parallelepipedal mounting base 360 with rectangular sides and a relatively narrow front profile as seen in Figs 52 and 53, which is adapted to be received into the central, U-shaped portion of the frame element 70 between its side walls 76 so that the flat, rear wall
  • the mounting base 360 is sufficiently narrow to allow it to be received in frame elements of various sizes, selected according to the size of the arch and the load that they are intended to carry
  • a pair of threaded shafts 362 with knobs 363 at their front ends extend through threaded bores in the 35 mounting base 360 and terminate beyond its rear wall 361 in round mushroom-shaped retaining studs 364
  • a fixed stud 365 is attached to the rear wall 361 in spaced relation to each retaining stud
  • the retaining studs 364 and fixed studs 365 respectively are spaced apart by a distance corresponding to the distance between each pair of keyhole slots 81 , 81' 40
  • the separation adjustment mechanism 304 is operated by rotating the handle 396 to position the mounting base 360 in spaced relation from the stanchion 40, the ratchet mechanism (described below) is released, the mounting base is pivoted as shown in Fig 57 towards its initial, downwardly inclined position, and the knobs 363 are rotated to advance the retaining studs 364 outwardly away from the rear wall 361
  • the half-length terminal rigid portion 72' of the frame element 70 is then placed over the mounting base so that the retaining studs pass respectively through the round apertures 82 or 82' of the keyhole slots in its rear wall 75
  • the frame element is then slid towards the bottom of the mounting base so that the neck portions 83 or 83' of the keyhole slots are captured beneath the retaining studs 364, until the round apertures 82 or 82' are aligned with the fixed studs 365
  • the retaining studs are then tightened by means of the knobs 363 to clamp the neck portions 83 or 83' of the keyhole slots to the rear wall 361 of the mounting base, the fixed studs 365 extending through the round apertures 82 or 82' to locate the frame element firmly in position as shown most clearly in Fig 59
  • the frame element is securely mounted on the mounting base 360, it is raised to the vertical position as shown in Fig 54
  • the retaining studs 364 are slackened off and the mounting base 360 is retracted by operating the separation adjustment mechanism 304 so as to withdraw the fixed studs 365 from the round apertures 82 or 82' of the keyhole slots
  • the tool is then lowered for a short distance until the retaining studs 364 are aligned with the round apertures, before the mounting base is retracted again to withdraw it from the frame element 70, the retaining studs passing out via the apertures 82 or 82'
  • the tool can then be reversed down the stanchion and removed
  • the neck portion 83 or 83' of each keyhole slot is slightly longer by a distance d 9 than the distance between the corresponding retaining stud 364 and fixed stud 365
  • the first movement mechanism of the first tool does not require any initial upward movement before it is reversed down the stanchion, so the neck portions 83, 83' may be shortened by the distance d 9 for use with this tool, making it slightly easier to locate the studs in the correct position
  • Pivot mechanism and separation adjustment mechanism Referring particularly to Fig 61 A, the mounting base 360 is mounted for axial movement on the pivot mechanism 305, which is mounted for pivotal movement about a threaded shaft 390 which in turn forms part of the separation adjustment mechanism 304
  • the shaft 390 is mounted for rotation in a fixed axial position between a small rear bearing 391 and a front bearing 392
  • the front bearing 392 is pressed into a housing 393 which extends from the rear face of the front casing 308 of the tool, and is retained by an internal circlip 394 seated in an annular groove in the front casing 308
  • the splined distal end 395 of the shaft extends from the front of the tool to receive a removable rotary handle 396
  • the pivot mechanism 305 comprises a pivot frame 380 whose movement is controlled by a combined detent and ratchet mechanism 400, further described below, the ratchet mechanism including a pair of front and rear ratchet plates 401 , 402 and a front protection plate 403, all three plates being laminated together and fixed to the front end of the pivot frame 380 to form a unitary assembly (Fig 62, cf Fig 63)
  • the assembled pivot frame 380 and plates 401 , 402, 403 are pivotably mounted on the shaft 390 on the rear shaft bearing 391 , which is pressed into an annular housing 383 fixed to the rear endplate 384 of the pivot frame 380, and a front bearing 382, the front bearing 382 being pressed into an axial bore in the front plates 401 , 402, 403
  • the external surface of the annular housing 383 is mounted in turn within a large rear bearing 381 , which is received in a recess in a rear mounting plate 307 (Fig 64), which is screwed to the upper end of the backplate 306 of the tool body
  • the shaft 390 is thus mounted at its rear end in two concentric, inner and outer bearings 391 , 381 , and at its front end in two coaxial, axially spaced bearings 392, 382, which allow the pivot frame 380 and the shaft 390 to rotate coaxially but independently of each other
  • the shaft 390 will most likely be provided with a thread of smaller pitch than that illustrated, which will minimise the small amount of axial movement of the mounting base which may occur as the pivot mechanism is rotated
  • the shaft diameter progressively reduces towards its rear end This allows the various components to be assembled by first pressing the small rear bearing 391 into the annular housing 383 of the pivot frame 380, and then pressing together the annular housing 383, the large rear bearing 381 , and the rear mounting plate 307 These assembled components are then inserted together into the tool body, the mounting plate being screwed to the backplate 306
  • the shaft is then inserted axially from the front of the tool (rotating it as necessary to engage the threaded bore of the mounting base 360) into the rear bearing 391 , after which the front bearings 382 and finally 392 can be pressed in axially around the shaft, one after the other, separated by a washer
  • the assembly is dismantled by pressing the shaft out in the reverse direction, an aperture 309 being provided for this purpose in the backplate 306
  • the front bearings 382 and 392 are seated in front of a shoulder on the shaft so that they retain the shaft axially in position and (after removal of the circlip 394) are pressed out
  • a guide groove 366 extends along each side of the mounting base 10 360, which receives a slide key 367 (Figs 68A - 68C) screwed to the upper edge of the pivot frame 380
  • the rear wall 361 of the mounting base is cut away just below the guide groove so that the upper part of the mounting base forms an overhang at its rear end which can be extended axially from the pivot frame, over the top of the rear mounting plate 307, to engage the attached frame element slidingly with the stanchion as shown in Fig 60
  • the overall length of the overhanging 15 portion of the mounting base 360 is sufficient to allow it to be used with frame elements and stanchions of various depths, while providing enough clearance between the stanchion and the frame element in its fully retracted position (Fig 54) to accommodate the end of the shield material 149 during installation
  • the pivot frame 380 defines a slide channel which slidingly receives the rear support portion 368 of the mounting base 360, which is slidably retained in the channel by a bottom key 369 in addition to the upper slide keys 367 so as to form a rigid assembly which resists twisting forces exerted by the frame element
  • the threaded shaft 390 engages in a threaded block 370 at the base of the support portion 368, to which the bottom key 369 is screwed, so that the mounting base 360 is driven axially
  • the front casing 308 is extended to form a detent housing 410 with front and rear walls 411 , 412, the rear wall 412 having a guide block 413 fixed to its rear surface, both walls and the guide block being provided with axially aligned, square apertures 414
  • the detent housing also has upper and lower horizontal walls 415, 416, each having a longitudinal guide slot 417, 418
  • the lower wall 416 also has a pair of transverse guide slots 419 which define abutment surfaces 420 at their inner ends
  • the detent assembly comprises a square bolt 421 having a 40 chamfered rear end 422 and a ring 423 at its front end, and a transverse aperture 424 intersected by a round bore 425, and a wedge 426 which has a stem 427 with a corresponding transverse bore 428 close to its front edge
  • a compression spring 429 is first arranged in the housing 410
  • the bolt 5 421 is then inserted into the spring through the square aperture in the front wall 411 , and the stem 427 of the wedge is passed up through the lower guide slot 418 behind the compressed spring and through the aperture 424 in the bolt so that its upper end is received in the upper guide slot 417
  • a roll pin 430 is then inserted through the aligned bores 425, 428 so that it projects from either side of the bolt
  • the roll pin 430 and stem 427 cooperate to form an abutment for the spring 429, which 10 biases the chamfered end 422 of the bolt into engagement with a corresponding aperture 404 in the protection plate 403 and ratchet plates 401 , 402, locking the pivot frame 380 in its vertical position
  • the edge of the front ratchet plate 401 defines an arcuate ratchet 405 which extends from the 180° or bottom dead centre position B for about 105° in a 15 clockwise direction to its upper extremity A, and a smooth, arcuate surface 406 which extends from the bottom dead centre position B for about 105° in an anticlockwise direction to its upper extremity C
  • the edge of the rear ratchet plate 402 defines an oppositely directed arcuate ratchet 407 which extends from B to C, and a smooth, arcuate surface 408 which extends from B to A (Fig 63 )
  • the front ratchet 405 is engaged by the pawl 441 of a right-hand pawl assembly 440, which is mounted behind the front casing 308 between front and rear spacers 457, 458 on a pivot pin 459 which extends through corresponding front and rear apertures (of which the rear aperture 433 can be seen in Fig 62) formed respectively in the front casing 308 and in an internal wall 431
  • the rear ratchet 407 is engaged by the corresponding pawl 441 ' of a
  • Each pawl assembly is controlled by a respective, right-hand or left-hand pawl control lever 460, 460' mounted respectively on a fixed pivot 434, 434' which extends from the rear face of the front casing 30 308
  • the right-hand pawl assembly 440 comprises a flat plate 442 which is fixed solidly in spaced relation to its pawl 441 by a short spacer 443, so that the pawl 441 engages the front ratchet 405
  • the corresponding pawl 441 ' and flat plate 442' of the left-hand pawl assembly 35 440' are joined by a long spacer 443', so that the left-hand pawl 441' engages the rear ratchet 407
  • Each flat plate 442, 442' defines a thin, arcuate guide arm 444, 444' whose distal end 445, 445' is separated from the body of the plate, for example by laser cutting, to define a socket 446, 446' in which it is frictionally retained
  • the guide arm is bent sideways out of the plane of 40 the plate, and two identical helical compression springs 447, 448 (447', 448') are fed onto it, followed by a spring steel retaining clip 456, 456'
  • the distal end of the guide arm is then pressed back into the socket, and the clip 456, 456' is forced over the plate to secure the joint as shown in Figs 53 and 55
  • Each control lever 460, 460' comprises an arcuate lower limb 461 , 461 ' which extends around the front bearing housing 393, having at its lower end a flat plate 462, 462' with a slot 463, 463' which is interposed between the two springs on the respective guide arm 444, 444' so that the guide arm passes slidingly through the slot
  • each control lever is cranked so that it extends fowards through a window 435 in the front casing 308 to terminate in a tab 464, 464' which extends upwardly through the respective guide slot 419 in the lower wall of the detent housing
  • a tension spring 465 is arranged between the upper ends of the guide arms, which biases the two tabs towards a rest position in which they abut respectively against the abutment surfaces 420, as shown in Fig 53 In this position, the compressive force exerted against the plate 462 or 462' by each of the paired springs 447, 448 (447', 448') on the corresponding pawl assembly is equalised to urge the respective pawl 441 or 441 ' into engagement with its corresponding ratchet
  • the ratchet mechanism is released by pulling the ring 423 in the direction of the arrow as shown in Fig 56A, which retracts the bolt 421 from the aperture 404 and advances the wedge 426 so that it urges the tabs 464, 464' apart, as shown in Fig 57
  • the inner springs 447, 447' provide lost motion which permits delayed disengagement of the pawls from the ratchets
  • the mounting base 360 can then be rotated in either direction until it is angled obliquely downwardly towards the ground, ready to receive the frame element as shown in Fig 58
  • a cord may be tied between the rings 423 of the respective bolts of two corresponding installation tools arranged on opposite sides of the arch, so that by pulling on the cord, both pivot mechanisms can be released simultaneously to allow a frame element mounted between the tools to be lowered to the ground, preferably controlled by a rope attached to its uppermost point
  • the movement mechanism 303 of the first installation tool 300 comprises a drive pinion 470 having rounded teeth 471 which extend through a slot 357 in the backplate 306 of the tool body so as to engage the rectangular apertures 43 or 43' in the right-hand flange of the first stanchion 40 or third stanchion 40', forming a rack-and-pinion mechanism (Both stanchions are symmetrical, with corresponding apertures in each flange, so that they can be cut to length and installed either way up )
  • Fig 45 is taken at X45 of Fig 44 through the mechanism, but at X45' of Fig 44 through the corresponding apertures of the backplate and the stanchion
  • the drive pinion 470 provides a positive, infinitely adjustable, reversible drive both up and down the stanchion, and is driven by a worm 480 which engages a worm wheel 472 The worm prevents the tool from slipping back down the stanchion until it is driven in the reverse direction
  • the drive pinion 470 and worm wheel 472 are formed as a unitary component or solid assembly and mounted coaxially on a bearing 473, the bearing being mounted between spacers 474, 474' on a first shaft 475 which is supported in the side walls 351 , 352 of the tool body
  • the side walls 351 , 352 are extended to form arcuate portions 353, 353', and a front cover 490 comprising a flat web 491 and two lateral, forwardly projecting arcuate flanges (of which the ⁇ ght- hand flange 492 can be seen in Fig 45) is screwed to the front casing 308 of the tool between the arcuate portions 353, 353' of the sidewalls so that a slot is defined between each flange and the corresponding arcuate portion of the sidewall
  • the worm 480 is fixed to a second shaft 481 (or formed integrally with it), which is mounted for rotation in a rear bearing 482, the rear bearing being pressed into a housing 483 on the backplate 306, which housing is cut away at its lower right hand edge to accommodate the teeth of the pinion
  • the forward end of the worm shaft 481 carries a small spur gear 484 (either keyed to the shaft 481 or cut integrally with it) and is supported at its extremity in a bearing 485, which is pressed into a housing 493 on the flat web 491 of the front cover and retained by a plate 494
  • a third shaft 476 is mounted in parallel with the first shaft 475 between the side walls 351 , 352, and carries a pair of ratchet wheels 500, 500' together with a right-hand (downward) drive lever 520 and a left-hand (upward) drive lever 520', each component being mounted on a bearing for rotation about the shaft 476, the left-hand components being retained axially in position by
  • Each ratchet wheel is a unitary component or solid assembly comprising a circular ratchet 501 , 501' and a bevel gear 502, 502', both parts being arranged coaxially on their respective bearing 503, 503', both ratchets 501 , 501 ' being arranged so that their teeth face upwards at the front of the tool
  • An intermediate cluster gear assembly 504 comprising a spur gear 505 and a bevel gear 506, both gears being formed as a unitary component or assembled solidly together, is mounted for rotation about a bearing 507 on a fourth shaft 508 so that the spur gear 505 engages the small spur gear 484 on the worm shaft 481 , and the bevel gear 506 engages the inwardly facing bevel gears 502, 502' of the two ratchet wheels 500, 500', which rotate together in opposite directions
  • the fourth shaft 508 is
  • Each drive lever 520, 520' comprises a flat, generally triangular plate 521 , 521' which extends through the respective slot defined between one flange 492 of the front cover and the corresponding arcuate portion 353, 353' of the side wall of the tool body, with a second, curved cover plate (not shown) being arranged to cover the gap between the left-hand side wall and drive lever
  • 25 521 , 521' has a drive socket 522, 522' at one corner, a spool and bearing assembly 530, 530' at its second corner, and a ratchet assembly 540, 540' at its third corner
  • the drive socket has an 30 internally threaded portion 523 at its base, which is adapted to receive a corresponding external thread at the inner end of the tubular drive handle 550 (Figs 5 - 7) This allows the drive handle to be screwed into the socket so that it can be operated safely from ground level by a cord 13 tied through a hole at its outer end
  • the spool and bearing assembly comprises a narrow spool 531 with a bevelled retaining flange 532, arranged coaxially with the bearing 533 which receives the shaft 476
  • a small steel cord 534 (534') is attached at its upper end to the spool, and at its lower end to a tension spring 535 (535') which is fixed under tension to the tool body As the respective lever is depressed to its fully actuated position (shown in dotted lines 520", Fig 45), the steel cord 534 (534') is wound onto
  • the drive lever plate 521 is provided with a pair of fixed pivot pins 524, 525, a small stop pin 526 and 5 a large stop pin 527
  • the ratchet assembly 540 comprises a drive pawl 541 (541 ') with a short tab 542 extending from its proximal end, which is mounted on the pivot 524 and biased into contact with the corresponding circular ratchet 501 (501') by a pawl control lever 543 mounted on the second pivot 525
  • the pawl control lever 543 has an elongate limb with a hole at its distal end 544, and a short, cranked limb 545 which defines an abutment surface 546 extending radially from its pivot axis 10
  • a tension spring 547 is arranged between the hole in the distal end 544 of the pawl control lever and a corresponding hole in the tab 542 of the drive pawl
  • the elongate limb of the pawl control lever is biased into abutment with the small stop pin 526 by a torsion spring 548 so that as the drive lever 520 is depressed, the elongate limb of the pawl control 15 lever 543 moves away from the ratchet 501 and the tension spring 547 urges the drive pawl 541 into engagement with the ratchet, as shown in Fig 46
  • the return spring 535 provides a heavier spring force than the tension spring 547 and torsion spring 548 of the ratchet assembly
  • the abutment surface 546 of the pawl control lever contacts a fixed web 355 extending from the backplate 306, rotating the short limb 545 until it abuts against the large stop pin 527 to define the rest position of the drive lever In this position, the tension spring 547 urges the drive pawl 541 out of engagement with the ratchet 501 , as shown in Fig 45
  • the tension spring 547 provides lost motion, allowing delayed release of the drive pawl 541 from the ratchet
  • the mechanism is assembled by first installing the drive pinion 470 by passing the first shaft 475 through the side walls of the tool body, and then inserting the second and fourth shafts 481 , 508, carrying their respective components, into their respective rear mountings on the backplate
  • the ratchet wheels 500, 500' and drive levers 520, 520' are then installed by passing their mounting shaft
  • the bearing 485 is then pressed into the annular space between the forward end of the worm shaft 35 481 and the housing 493, and its retaining plate 494 is screwed to the housing Finally, the second curved cover plate (not shown) is fixed over the gap between the left-hand sidewall 352 and the flat plate 521' of the left-hand drive lever
  • the front cover 490 is pulled away from the tool body together with the 40 bearing 485
  • the handle 550 is inserted in the left-hand (upward) drive socket 522' and repeatedly pulled down in a pumping action against the return force of the tension spring 535'
  • the corresponding right-hand drive lever 520 is biased to its rest position by the return spring 535 so that its drive pawl 541 is held in the disengaged position (Fig 45), allowing the right- hand ratchet wheel to rotate in the reverse direction as the left-hand ratchet wheel 500' is driven round by the corresponding left-hand ratchet mechanism
  • the gears transmit the drive force from the drive lever to the pinion wheel, providing an upward movement through approximately one aperture 43, 43' of the stanchion for every downward stroke of the handle
  • the tool is reversed down the stanchion by inserting the handle into the right-hand (downward) drive socket 522 and operating the right-hand drive lever in a similar way
  • the apertures 43' of the third stanchion 40' are arranged at a pitch dTM of about 33mm
  • dTM pitch of about 33mm
  • the manually operated gear train may be replaced by a reversible electric motor arranged to rotate the drive pinion through suitable reduction gearing, which may also incorporate a worm gear so that the tool is safely supported at all times against inadvertent downward movement
  • suitable reduction gearing which may also incorporate a worm gear
  • two such motorised tools may then be powered by a small portable generator which also provides power for a drill and an angle grinder as well as a circular saw for cutting the panels
  • the motors of both of the tools are adapted to be controlled via extension leads or wireless transceivers from a common control box, so that both tools can be simultaneously advanced up or down their respective stanchions on either side of the arch while the operator observes the operation from a convenient position
  • the movement mechanism of the tool can be any mechanism suitable for controlling the movement of the tool up and down towards and away from the soffit, and need not be adapted to drive the tool up and down
  • the releasable mounting mechanism of the tool can be any mechanism suitable for releasably mounting the tool for controlled movement towards the soffit
  • the tool may be adapted to be mounted on the structural lining (e g concrete or cast iron segments) of a tunnel, or on a rack attached to the structural lining
  • the movement mechanism may incorporate a straight or curved rack which is releasably mounted at the side of an arch or tunnel by the releasable mounting mechanism so that the tool can move up and down on the rack
  • the installation tool attachment means of the frame elements need not comprise apertures in the frame elements, and the frame element attachment mechanism of the tool can comprise any means suitable for attaching one end of the flexible frame element to the tool, for example, it could grip the flexible frame element externally, or could present an aperture into which the end of the flexible frame element is inserted
  • the tools are formed generally as described above, but the worm 480 and pinion 470 are driven by an electric motor 670 via a slipping clutch 671 and gear train 672 in place of the manually operated mechanism
  • the motors are powered via multi- core cables from a hub unit 680 supplied from a power source 690, e g a small portable generator, which communicates wirelessly with a portable remote control unit 700
  • a revolution counter 673 is arranged to sense the position of the pinion and to transmit a corresponding value to a register 680, 680', one register for each respective tool
  • Two sensors S1 , S2 are arranged to sense the presence or absence of the rectangular apertures of the rack, which data are compared with the output from the revolution counter to determine whether a fault condition exists ( ⁇ e an aperture not correctly positioned with respect to the rotational position of the pinion)
  • a fault condition could indicate that the tool has reached the top or bottom of the rack
  • the bottom portion of the rack is blank, providing a predetermined reference point which is sensed by S1
  • Button 701 commands both tools to descend until S1 registers a fault, then to stop and clear the registers 680, 680'
  • Light 702 indicates registers clear Buttons 703, 704 command both tools to raise or descend simultaneously While they do so
  • registers 680, 680' are continuously incremented or decremented and are continuously compared If one register contains a value exceeding that of the other register by a threshold amount, the corresponding tool is halted until the other register has been incremented sufficiently, i e the other tool has "caught up" Both tools thus move in horizontal alignment, which (if they start from the same horizontal position) ensures that the crown jointing elements of each frame element will be perfectly aligned at the crown
  • Button 705 is a speed control
  • the remainder of the remote control unit is divided into a red half 706 and a blue half 707, corresponding to the similarly identified red tool 708 and blue tool 709
  • Each half has independent up/down buttons 710, 711 for moving the tool independently of the other tool, and (optionally) in/out buttons 712, 713 for controlling the separation adjustment mechanism, which may also be motorised Lights 714, 715 indicate a fault condition
  • each hinge portion with locking structure (locking means), which may be any convenient arrangement of interengaging mechanical parts, which can be actuated when the frame element is in the installed position beneath the soffit to lock the angle between each respective pair of adjacent rigid portions
  • locking structure locking means
  • the locking means of all of the hinge portions should be remotely operable from ground level in one operation
  • the frame element having locking joints remains flexible during installation so that it can be urged pressingly against the soffit into the installed position in the same way as the permanently flexible frame elements described above, each hinge portion adapting independently of the others to the correct angle as it contacts the soffit
  • the joints are locked in the arched configuration
  • the frame element can then be lowered slightly (for example, by one or two centimetres) to separate it from the soffit before it is attached to the stanchions (The term "installed position" is intended to embrace this small final positional adjustment, in which the frame element has already adopted and remains in the arched configuration )
  • the locking means locks each joint substantially in its installed position so that little or no further movement is possible, this prevents distortion of the framework under load, ensuring that it remains separate from the soffit
  • the locking means may be actuated with the ends of the frame element positioned inwardly of the stanchions, so that when the separation adjustment mechanism is operated to move the ends of the frame element outwards into engagement with the stanchions, the outward movement is just sufficient to rigidify the locked joints
  • a similar technique may be adopted even with the weldable embodiment (which admits of substantially no angular movement after the joints are locked), so as to pre-stress the frame element prior to attachment of the lining panels, experience will dictate the optimal procedure depending on the size and geometry of the arch and the type of frame element selected Where a mezzanine floor is installed, the floor joists will act in tension to restrain the ends of each frame element, ensuring that the stanchions do not rest outwardly against the piers Alternatively,
  • a fourth frame element 850 comprises a flexible series of rigid body sections 820 joined end-to-end by hinge portions 821
  • Each rigid body section comprises a unitary, galvanised steel "top-hat" profile defining a rear wall 115 provided with oppositely directed keyhole slots 121 , 121' and indicia 120 marking the cut line, left- and right-hand side walls 116, 116' having stanchion fixing holes 119, and lateral flanges 111 having panel fixing holes 118, all of which features, being common (mutatis mutandis) to the third frame element 110 described above and the fifth and sixth frame elements described below, will not be described further
  • the sidewalls 116, 116' are joggled inwards and radiused about the first pivot holes 824 at the first end of each rigid portion (Fig 115) and supported by tabs 822 pressed into corresponding apertures in the rear wall 115
  • Each sidewall is perforated to define an array of radial slots 823 radiused through about 180° of rotation about the first pivot hole 824 and spaced apart, each from the next by an angle of ⁇ 4 degrees of rotation
  • each rigid body section 820 (Figs 116A-C and 117) the sidewalls 116, 116' are also joggled inwards, and each sidewall is perforated to define an array of fifteen apertures 825, 825' radiused about the second pivot hole 826 and spaced apart, each from the next by an angle of ⁇ 5 degrees of rotation
  • Each array is arranged in two arcs, one radially inward of the other, with the radial centreline of each of the apertures of the inner arc bisecting the angle ⁇ ⁇ between the radial centrelines of the two adjacent apertures of the outer arc, both arcs falling within the radial extent of the slots 823
  • the two arrays are mutually angularly offset, so that the apertures 825 of the left-hand sidewall 116 are aligned mid-way between the corresponding apertures 825' of the right-hand sidewall 116'
  • Two hooks 828 are pressed from the rear wall 115, and a recess 829 is formed in the lower edge of the left-hand sidewall 116 to accommodate the end of the torsion spring A corresponding recess 829' is formed in the lower edge of the left-hand sidewall at the first end of the body section
  • a cartridge frame 830 is pressed from steel plate to define two sidewalls 831 , 831', each having a pivot hole 832, joined by a top wall 833 having two slots 834
  • a spring abutment 838 is pressed from the right-hand sidewall 831' to receive one end of the torsion spring, while a recess 839 is formed in the lower edge of the left-hand sidewall 831 to accommodate the other end of the torsion spring
  • Each sidewall is perforated with an array of fifteen round holes 835, 835' arranged in two arcs in exactly the same pattern as the apertures 825, 825', at an angular spacing of ⁇ 5 degrees of rotation about the pivot hole 832, the corresponding holes 835, 835' of each sidewall being aligned mid-way between those of the other
  • each sidewall 831 , 831' is provided with ten smaller holes 836 which are filled with plastics material in an injection moulding process so as to key the plastics moulding 837 to the frame 830, as shown in Figs 119A - E
  • the moulding 837 is formed in a tool having thirty round pins which extend through the holes 835, 835' in the inserted frame, so that when the pins are withdrawn and the frame is removed from the tool, the finished moulding defines thirty bores, each of which communicates at one end with one of the holes 835, 835' and is closed at its opposite end by the opposite sidewall 831 , 831'
  • the cartridge frame 830 containing the plastics moulding 837 is inserted slidingly into a receiving channel in a filling machine (not shown) and advanced along the channel until each of the thirty holes 835, 835' is aligned with a corresponding bore in the machine
  • Each bore of the machine contains a flat ended piston and communicates with two filling channels, one containing a magazine of hardened steel locking pins 840 and the other containing a magazine of bias springs 842
  • Each piston is advanced through the corresponding hole 835 or 835' so as to push one bias spring 842 followed by one locking pin 840 into the corresponding bore in the moulding 837
  • the piston stops with its flat end face flush with the wall of the receiving channel, the chamfered outer end 841 of the locking pin 840 abutting the piston, with the bias spring 842 compressed between the inner end of the locking pin and the opposite sidewall 831 , 831'
  • a cartridge retaining clip 843 comprises a curved, pressed steel or moulded plastics shell having two parallel sidewalls 844 and an aperture 845 at its lower end The retaining clip is inserted into a recess in the receiving channel in the filling machine so that the inner surfaces of its sidewalls 844 he flush with the inner walls of the receiving channel
  • the cartridge frame 830 now containing a locking pin and a compressed locking spring in each of its thirty bores, is then advanced slidingly along the receiving channel until its sidewalls 831 , 831' pass between the the sidewalls 844 of the clip, which is an interference fit over the cartridge frame
  • the complete frame 830 is then removed from the filling machine with the clip 843 in position, as shown in Figs 126A - B, the clip restraining all thirty locking pins 840 in their bores against the outward biasing force of the bias springs 842
  • the sidewalls 844 of the clip may additionally be provided with dimples or the like (not shown) which engage resiliency in corresponding apertures in the cartridge frame to help to hold the clip in position
  • the fourth frame element is assembled by first inserting the sidewalls of the first end of a first rigid body section 820 between the sidewalls of the second end of a second rigid body section 820, so that the pivot holes 824, 826 of the two sections are aligned
  • a pre-assembled cartridge frame 830 with its retaining clip 843 in position is then inserted between the sidewalls 116, 116' of the two rigid body sections 820 so that the hooks 828 of one body section pass through the slots 834 in its top wall 833
  • the cartridge frame 830 is then slidingly displaced so that the projecting end of each hook 828 engages under its top wall 833 and the pivot holes 832 in the cartridge frame 830 move into alignment with the aligned pivot holes 824, 826 in the sidewalls 116, 116'
  • a tubular spacer 849 is then inserted into the centre of the torsion spring 846 before both components are inserted together between the sidewalls 831, 831' of the cartridge frame 830, the first end 847 of the torsion spring is received under the abutment 838 in the right-hand sidewall 831' of the cartridge frame, while its second, hooked end 847' is accommodated by the aligned recesses 839, 829', 829
  • the ends of the rivet are accommodated in the depth of the recesses formed by the joggled outer portions of the sidewalls 116, 116', so that the entire frame element can be mounted on the installation tool and slidingly accommodated in the stanchion 40" (which is substantially the same as the first stanchion 40) before being fixed in the installed position in the same way as the third frame element (Figs 127, 128 )
  • the inner, first end portions of the sidewalls 116, 116' of one rigid body section 820 are accommodated between the sidewalls 844 of the retaining clip (positioned over the cartridge frame 830) and the outer, second end portions of the sidewalls 116, 116' of the adjacent rigid body section 820, so that the slots 823 lie between the locking pins 840 (restrained by the clip 843) and the apertures 825, 825' (Fig 129 )
  • the angular spacing of the aligned holes 835, 835', locking pins 840 and apertures 825, 825' is related to that of the slots 823 according to the Vernier principle described above by the formula
  • ⁇ 5 ⁇ 4 - ( ⁇ 4 / n)
  • n is a whole number, and the number of apertures 825, 825' in each array is preferably n or
  • the two rigid body sections 820 For any given angular position of the two rigid body sections 820, the two rigid body sections 820 must therefore be rotated through an angle of between 0° and 0 3° in either direction in order to bring one locking pin 840 in each array of fifteen locking pins into alignment with a corresponding one of the apertures 823
  • this resiliency biased locking mechanism according to the Vernier principle also provides multiple redundancy and hence great reliability, and in practice (depending inter aha on manufacturing tolerances) more than one locking pin in each array may engage at the same time
  • the slots 823 of both sidewalls 116, 116' coincide, so that two locking pins (one in each array) may engage simultaneously
  • only one array of abutment elements could be provided
  • Installation of the fourth frame element 850 may be accomplished in the same way as described above with reference to the first, second and third frame elements, by first cutting it to length as necessary (and/or joining two or more lengths together using a jointing bar similar to that of Figs 25A - B) and attaching it at either end to an installation tool 300
  • a thin, flexible cord 851 (for example, a thin, stranded, re-usable steel cord) is passed through each respective aperture 845 of each of the cartridge retaining clips 843, with sufficient length being left at each end to reach the floor when the frame element is raised to the installed position (Figs 1 - 3 Fig 4A)
  • a cord may be fitted at the factory before each frame element is strapped flange-to-flange to a corresponding frame element for transport, alternatively, a cord can be installed by the user The cord can be temporarily attached to the frame element at either end during installation by insulating tape or the like
  • each clip may have a separate cord if preferred
  • the frame element is then raised to the vertical position (Fig 5A) before the two tools 300 are then raised up the stanchions 40" to bring the frame element 850 and shield 149 into contact with the soffit 5, generating a hoop stress which urges the frame element pressingly against the soffit along the whole of its length
  • the fourth frame element thus flexibly conforms to the curvature of the soffit 5, irrespective of its dimensions and geometry, which defines its arched configuration in the installed position (Fig 130A)
  • the separation adjustment mechanism of each tool may be adjusted to separate the ends of the frame element from the stanchions 40" by a predetermined distance while the ends of the cord 851 are pulled sharply downwards, pulling each of the cartridge retaining clips 843 out of the frame element Each of the clips 843 slides down the cord 851 to the floor, and is then discarded (Fig 6A, Fig 130B)
  • the abutment elements could comprise any suitable individual components or parts of the same component, spaced apart by x degrees of rotation and operable to engage respective ones of a plurality of cooperating counterabutment surfaces
  • the counterabutment surfaces (provided in the embodiment illustrated by the edges of the slots 823) are spaced apart by (x ⁇ y) degrees of rotation, so that corresponding ones of the abutment elements and the counterabutment surfaces are brought consecutively into alignment as the rigid portions are rotated, defining a plurality of angular locking positions spaced apart by y degrees of rotation
  • y (x / n), wherein n is a whole number, so that only n abutment elements are required to provide a large number (which may be many times n) of repeat coincidences with a very small and consistent increment throughout the angular range of the mechanism, in accordance with the Vernier principle described
  • each hinge portion is resiliency biased towards the locked condition so that it can be remotely operated by actuating a release mechanism, as exemplified by the embodiment described
  • a fifth frame element 860 comprises a plurality of rigid body sections 861 having a "top-hat” profile and joined by hinge portions 862
  • the sidewalls 116, 116' of each section are joggled inwards at the first end of the section (Figs 131 A - B) and perforated to define first pivot holes 863 and second pivot holes 864, the end of each sidewall defining two arcuate portions, each radiused about the first pivot hole 863, which are joined by a radial abutment surface 865
  • a spring mounting tab 866 is provided adjacent the end 867 of the rear wall 115
  • each rigid body section 861 At the second end of each rigid body section 861 (Figs 132A - B) the sidewalls 116, 116' are also joggled inwards and are perforated to define a pivot hole 868 and a slot 869, one end of the slot extending part way through the oblique (joggled) region of the sidewall
  • the end of each sidewall is cogged to define an arcuate rack 870 which is radiused about the pivot hole 868, and is provided with an outwardly bent abutment tab 871
  • a spring mounting tab 872 extends from the rear wall 115, with a spring receiving aperture 873 being arranged between the tab and the end 874 of the rear wall
  • the respective ends 867, 874 of the rear walls of each adjacent pair of rigid body sections 861 cooperate to form abutment surfaces which define the limiting 180° angle between the adjacent sections in the rest condition of the frame element
  • a latch assembly comprises a frame 880 having an end wall 881 with a slot 882, two side walls 883, each with a slot 884 terminating in a pivot hole 885, and two outwardly extending flanges 886
  • a hardened steel latch plate 890 defines a stem 891 provided with first and second holes 892, 893, an intermediate portion 894 which defines two shoulders 895, and an edge 896 opposite the stem, which extends between two wings 897
  • the latch plate 890 is first inserted slantwise into the frame through one of the slots 884, and positioned with its stem 891 between the two side walls 883 and its two wings 897 extending respectively into the two slots 884 A compression spring 898 is then fitted slidingly over the end of the stem 891 until it abuts against the shoulders 895, before the stem is advanced through the slot 882 until it projects from the end wall of the frame, compressing the spring between the end wall 881 and the shoulders 895
  • a split pin 887 is then inserted through the first hole 892 in the projecting stem of the latch plate and spread slightly to retain it in position
  • the latch plate is then released so that the spring 898 biases its edge 896 towards the pivot hole 885, the latch plate being restrained in its retracted condition as shown in Fig 142 by the split pin 887 which abuts the end wall 881 of the frame
  • the first cluster gear 900 comprises a notched wheel 901 fixed coaxially between two small spur gears 902, whose end faces are arranged to fit between the side walls 883 of the latch frame 880, and has a central pivot hole 903
  • the second cluster gear 905 comprises a pair of large spur gears 906 spaced apart by a narrow gap (which accommodates the edge of the notched wheel 901 after assembly) and fixed coaxially between a pair of small spur gears 907, and has a central pivot hole 908
  • the inner spur gears 906 are adapted to engage the two small spur gears 902 of the first cluster gear in the assembled position (Fig 142), while the outer spur gears 907 extend axially to engage the two arcuate racks 870 of the sidewalls 116, 116'
  • both cluster gears are cast, stamped or moulded as unitary parts in a suitable metal or plastics material
  • the fifth frame element is assembled as shown in Fig 142, with the two flanges 886 of the pre- assembled latch frame 880 being inserted into the slots 869 in one body section 861 before a rivet 875 is inserted through the aligned pivot holes 863, 868, 885, the first cluster gear 900, and the spacers 876 which are interposed between the frame 880 and the sidewalls 116, 116', so that the latch frame is fixed in position at the second end of the respective body section
  • the second cluster gear is mounted on a second rivet 875 between the pivot holes 864 so that as the two rigid body sections 861 are rotated about the joint, the second cluster gear is driven in rotation by the racks 870, in turn driving the first cluster gear 900
  • the maximum range of rotation away from the rest position is limited by the abutment of the tabs 871 against the radial abutment surfaces 865, while a tension spring 877 is accommodated in the aperture 873 between the tabs 866, 872 and serves to transfer torque between the sections of the frame element during assembly as previously described
  • a cord is passed through the respective eye 888 of each respective split pin 887 in the same way as described above with reference to the fourth frame element, so that the split pins can all be pulled out together after the frame element has been engaged against the soffit in the installed position
  • the latch plate 890 is urged by the bias spring 898 towards the notched wheel 901 so that as the wheel 901 rotates, the edge 896 engages with one of the notches, locking the wheel and thus (via the gear train 900, 905, 870) the rotation of the two body sections 861 about the hinge portion 862
  • the gear ratio (and the number of cluster gears, which may be more than two) are chosen so as to give the required number of angular locking positions of the joint
  • engagement of the latch plate 890 with the gear train may be accomplished by outward movement of the ends of the frame element in the installed position
  • each hinge portion may if required be unlocked by inserting a small hooked tool into the second hole 893 in the stem of the latch plate (which extends beyond the end wall 881 of the latch frame in the engaged position), and pulling the latch plate back out of engagement
  • a new split pin can then be inserted into the first hole 892, after which the installation procedure may be repeated, either in the same location or in a future installation in a different arch
  • the fifth frame element is thus indefinitely re-useable
  • each latch plate may be controlled by a sprung lever having a distal end which defines an aperture, the aperture being arranged in a rest position so that it is equidistant between, but misaligned with, two fixed apertures formed in tabs extending inwardly from the rear wall of the respective rigid section
  • a light stranded steel cord is passed along the entire length of the frame element via each rigid portion in turn and through the misaligned apertures, so that it loops down to the aperture in each lever
  • each looped portion may be straightened, urging the distal end of the respective lever into alignment with the fixed apertures on either side, and thus applying torque to each lever, which may be arranged, either to pull the respective latch plate out of engagement with the notched wheel, or to re-engage the latch plate in its locked position
  • a sixth frame element 910 comprises a plurality of rigid, mild steel "top-hat" profile body sections 911 , similar to those of the foregoing embodiments, joined together by hinge portions 912 which are adapted to be locked in the installed position by simultaneous resistance welding
  • each body section are joggled inwards at the first end of the section to define two flat inner plates 913, 913', each plate being radiused at its end about an enlarged pivot hole 914 and rigidly supported by tabs 915 pressed into apertures in the rear wall 115
  • a recess 916 is formed in the lower edge of the right-hand inner plate
  • the sidewalls 116, 116' are also joggled inwards at the second end of the section to define two flat outer plates 918, 918', which are spaced apart from the inner plates 913 of the adjacent body section 25 911 and are provided with pivot holes 919 of a smaller diameter than the enlarged pivot holes 914
  • the end of each outer plate 918, 918' is radiused about the pivot hole 919 and is cut away at its lower edge so that after assembly, the right-hand outer plate 918 is spaced apart in the 180° (rest) position (Fig 150A) from the hooked end of the torsion spring
  • Each of the outer plates 918, 918' is also provided with a pair of inwardly extending dimples 920, the two pairs of dimples being arranged in opposed relation with their respective opposed inner surfaces 920' spaced apart by a slightly smaller distance than the corresponding outer surfaces of the inner plates 913, 913', providing an interference fit on assembly
  • the inner end surface 920' of each of the dimples thus provides a sliding electrical contact point between the two adjacent body sections 911 ,
  • a pair of mounting tabs 921 with rectangular holes 922 are pressed from the rear wall 115 slightly inwardly from its second end 923, which end is cut back slightly from the centre line of the corresponding pivot holes, so that after assembly the end 923 is spaced apart from the first end 924 of the rear wall of the adjacent body section in the 180° (rest) position, as best seen in Fig 150A
  • a plastics insulator block 930 is moulded to define a raised, rectangular portion 931 on its top surface between two vertical slots 932, each slot having an internal locking tab 933 with a bevelled upper edge which extends inwardly from the end wall 934 of the block
  • the raised portion 931 is adapted to fit in the recess defined in the rear wall 115 of the respective body section 911 by the pressed mounting tabs 921 , which are received respectively in the slots 932 of the block
  • the bevelled upper edges of the locking tabs 933 engage the lower ends of the mounting tabs 921 so that the end walls 934 are flexed outwards, allowing the locking tabs 933 to enter the rectangular holes 922 in the mounting tabs 921 , which locks the block to the body section
  • a tubular spacer 935 (which may be made from metal or plastics material) is then inserted through the centre of the steel torsion spring 940, and both components are positioned in alignment with the enlarged pivot holes 914 between the inner plates 913, 913' so that the hooked end 941 of the spring is received in the recess 916
  • the frame element is assembled by sliding the inner plates 913, 913' of each respective body section 911 between the outer plates 918, 918' of the adjacent body section 911 , so that the collars 937 are respectively received loosely in the gaps between the inner and outer plates 913, 918 and 913', 918', and the two body sections 911 abut one another only at the dimples 920
  • the torsion spring requires only minimal pre-load to engage its second end 942 behind the rear face of the insulator block 930 as shown in Fig 150A, which electrically isolates the spring from the body section on which the block is mounted
  • the steel rivet 938 is then passed through a Belleville washer 939 and then through the pivot holes 919 and bushings 936, which insulate the rivet and the outer plates 918, 918' of one respective body section (which are electrically in contact with one another) from the inner plates 913, 913' of the other respective body section, which is electrically in contact with the torsion spring
  • a second Belleville washer is passed over the hollow end of the rivet before it is closed, compressing both washers against the outer plates 918, 918'
  • the electrically insulating plastics block 930 abuts against the tabs 917 to define the maximum (180°) angle between the two body sections
  • the two body sections 911 are thus electrically isolated from one another except at the dimples 920, each of which defines a localised electrical pathway between the respective adjacent rigid portions, so that all of the adjacent pairs of rigid portions may be welded together simultaneously in series at each dimple by passing an electric current through the entire frame element from one end to the other, the magnitude and duration of the current being determined in accordance with known principles of resistance welding
  • the two Belleville washers 939 urge the two outer plates 918, 918' together, providing a constant compressive force between the inner surfaces 920' of the four dimples 920 and the inner plates 913, 913' throughout the welding operation
  • an insulator shroud 950 comprises a short plastics moulding having a "top-hat" profile with both longitudinal and transverse axes of symmetry, and dimensioned so that the sidewalls 116, 116' of a body section 911 of the sixth frame element may be snugly received between its sidewalls 951 with the flanges 111 of the body section overlying the flanges 952 of the shroud
  • the sidewalls 951 are sufficiently flexible to facilitate attachment to the frame element and are provided with groups of resilient, inwardly projecting barbed tabs 954 Each group of barbed tabs engages in a respective one of the stanchion fixing holes 119 when the shroud is fitted over one body section 911 with either of its two ends adjacent the central cut line 120, so that the tabs 954 retain the shroud firmly in position, as best seen in Fig 154
  • the dual axes of symmetry allow the shroud to be fitted with its ends facing in either direction, with the panel fixing holes 118 (which have corresponding axes of symmetry) in the flanges 111 of the body section being exposed through the apertures 955 in the flanges 952, while the remaining stanchion fixing holes 119 are exposed through the apertures 956, 957 in the sidewalls 951
  • Apertures 958 in the rear wall 953 of the shroud provide clearance for the studs 364, 365 to be inserted through the keyhole slots 121 , 121' when the body portion is engaged by the installation tool
  • the frame element attachment mechanism 302' of the installation tool 300 is preferably adapted to electrically isolate the frame element 910 attached to the tool while providing a convenient attachment point for the welding cable 946
  • the mounting base 360' is covered by an insulating jacket 960, while its rear wall 361' (also insulated by the jacket 960) is recessed to accommodate a heavy brass plate 961
  • the plate 961 is integral with the fixed studs 365, and is fixed to the mounting base by means of two bolts 962 with insulating jackets 963, which extend from the studs 365 through the mounting base 360' are are secured by recessed nuts 964 with insulating washers 965
  • a heavy conductor 966 with an insulating jacket 967 also extends through the mounting base from the plate 961 and is threaded at its exposed end to form a stud 968
  • a heavy brass retaining plate 969 is screwed onto the stud and insulated from the mounting base by the jacket 960
  • the stud 968 is adapted to receive the ring terminal 947 on the end of the welding cable 946, which is captured by a threaded knob 970
  • Each of the threaded shafts 362 engages in a threaded
  • the shroud 950 is adapted to fit slidingly within the stanchion 40'", which is substantially the same as the first stanchion 40
  • the stanchions are first erected as described above with reference to Figs 1 and 2
  • a shroud 15 950 is first clipped to the half-length terminal body portion 911', and two shrouds are clipped end-to- end (one on either side of the central cut line 120) to each of the last two or three full length body portions 911 which will overlap the stanchion 40'" in the installed position
  • the terminal body portion 911' is then engaged by the frame element attachment mechanism 302' 0 and the shield material 149' is attached in the same way as the foregoing embodiments
  • the shield material 149' is electrically nonconductive (or has a nonconductive and heat resistant inner surface, such as a layer of woven glass fabric) and is resistant to the momentary localised heat of the welding operation It may be made for example from a heat resistant plastics material
  • the frame element 910 is then raised into the vertical position until it engages pressingly against the soffit, and the 5 separation adjustment mechanism of each tool is operated to engage the frame element fully with the stanchion, from which it is insulated by the shroud 950, the tools applying hoop stress so that it conforms flexibly to the curvature of the soffit to define its final, arched configuration (Figs 3 - 6)
  • a resistance welding current source 945 is connected via cables 946 between the 30 studs 968 of the two tools, and a current is passed through the entire frame element so as to weld each pair of body sections together in series at the dimples 920 (Figs 7A and 153)
  • the current source may be adapted to regulate the voltage and other welding parameters (whether manually or automatically under the control of resistance sensing means) according to the number of joints in the frame element
  • the frame element may be lowered very slightly in order to relieve the hoop stress from the soffit before it is bolted to the stanchions with the shrouds still in position, the bolts passing through the apertures in the shroud sidewalls
  • a flexible jointing bar 980 may be used to join two equal lengths of frame element so that it forms a permanently flexible joint which lies at the crown of the arch in the installed position
  • the jointing bar 980 comprises two rigid, U-shaped portions 981 joined by a central pivot 984
  • the parallel sidewalls 982 of each rigid portion have fixing holes 983 which coincide with the stanchion fixing holes 119 in the sidewalls of the frame element, so that the ends of the jointing bar may be inserted respectively into the central U-shaped portions of two terminal half-length rigid sections of the frame element which are then bolted to the jointing bar, one on either side of the central pivot 984
  • the pivot 984 is insulated and the maximum 180° angle between the two rigid portions in the rest position (which may be less than 180° if preferred) is defined by an insulating plastics abutment block 930 similar to that of the sixth frame element, which also receives one end of the torsion spring 985, while an insulated, flexible, braided conductor 986 bridges the two rigid portions 981
  • the jointing bar is therefore suitable for use with the sixth frame element, wherein the welding current passes through the conductor 986 and not through the pivot, so that the pivot remains permanently flexible and is not damaged during welding
  • the jointing bar allows the permanently locked frame element to fold in the middle so that it is more easily removed and re-installed, such as when the arch is stripped for inspection, but (since it is the only hinge in the frame element) it does not permit the frame element to move into contact with the soffit under load
  • the frame element may be further rigidified in use by abutment of the two rigid portions 981 in the maximum 180° position (which they readily adopt since the jointing bar is arranged at the crown where the arched configuration tends to flatten), and/or by the support provided by a mezzanine floor or other means which restrains the upper ends of the stanchions against outward movement
  • the frame element attachment mechanism 302" of the installation tool 300 may be further adapted as shown in Fig 156 by arranging the mounting base 360" as an upper half 990 and a lower half 991 , which are joined by two pins 992, 993 When the front pin 993 is removed, the upper half 990 together with the attached frame element can pivot about the rear pin 992 through a small angle ⁇ 6 , so that as the separation adjustment mechanism is operated to withdraw the frame element from the stanchion, the ends of the frame element can adopt a slight upward and outward inclination as the frame element folds
  • the rear pin 992 can also be removable so that the entire upper half 990 of the frame element attachment mechanism can be detached from the rest of the tool This may be convenient in reattaching the frame element attachment mechanism to an installed frame element preparatory to removing the frame element, wherein the upper half 990 is first engaged with the frame element and the remainder of the tool is then brought into position before the pin 992 is inserted to lock the upper and lower halves 990, 991 together Similarly, it may make it easier to detach the tool from the frame element after installation, by first separating the two halves 990, 991 and then detaching the upper half 990 from the frame element
  • locking frame elements such as the fourth, fifth and sixth frame elements described above to be made strong enough to withstand wind and other external loading necessary for use in creating structural frameworks in certain freestanding applications, independently of a pre-existing arched structure, in which case the arched configuration may be formed for example by shaping the frame element (in its flexible condition) on the ground before locking the joints
  • Frame elements which are also suitable and intended for use in such alternative applications (e g for supporting greenhouses, conservatories, marquees, temporary shelters, exhibition stands, and even more permanent structures) are likewise contemplated as falling within the scope of the claims
  • Angularly locking joints such as those described above may also find application in other mechanical fields unrelated to that of the present invention
  • a preferred embodiment provides a plurality of elongate, flexible frame elements, each protected by a flexible, waterproof shield and engaged f ⁇ ctionally against the curved soffit by hoop stress applied at either end, preferably by a pair of installation tools mounted on stanchions
  • Each tool preferably includes a pivoting ratchet which allows the flexible frame element to be formed into an arched shape on the ground and then raised into a vertical plane prior to installation
  • Each frame element may comprise a unitary "top-hat" profile with deformable hinges, each hinge having an associated deformation structure which distributes bending forces evenly during installation
  • the frame elements may be fixed to the stanchions to support them at either end in their installed position, providing a self-supporting, arched framework which relies upon the masonry soffit for its shape and stability
  • each frame element may comprise joints which are remotely locked in the installed position, allowing the frame element to be decoupled from the soffit
  • the framework can be installed without specialist access equipment, and the stanchions may be
  • each pair of stanchions may be attached, one at either end of a beam arranged transversely across the floor of the arch, so that a suspended floor may be laid across the beams, in which case the beams and stanchions need not be bolted to the floor
  • the entire installation may then be accomplished without the use of a drill or nail gun
  • each frame element and/or each column might be made with an integral shield portion which diverts water downwards to the ground and/or to the panels on either side
  • the shield portion might also form the integral, plastically deformable hinge portions, which may then be located on the outer side of the frame element
  • each frame element might comprise a flat strip of steel, aluminium or plastics material arranged adjacent the soffit, with a series of short, rigid box sections extending (integrally or in fixed relation) from its inwardly facing surface
  • the box sections may be flanged and may provide attachment means (e g , screw holes or channels) for receiving the lining sheets or panels, which may have flanges as illustrated or alternatively for example may simply slot into the channels
  • the ends of the box sections may be spaced apart by a sufficient distance that they abut to define a minimum obtuse angle at each hinge portion
  • the whole frame element (or just the strip) may be galvanised, and the strip may be bent along each edge, in
  • the invention may be applied to low arches in which the soffit curves upwardly from the ground or from a short distance above the ground, as well as to round, egg-shaped or horseshoe-shaped tunnels and the like in which the soffit and the sides of the structure form a continuous curve, the width of the floor being less than the width of the tunnel at its horizontal diameter
  • the support elements may simply comprise steel plates bolted to the floor, or the two ends of a beam laid transversely across the floor, or alternatively brackets or the like attached above floor level to the inner surface or structural lining of the tunnel, so that the flexible element extends part way around the soffit from side to side of the tunnel or alternatively right around the curve of the tunnel to terminate at the floor at either end
  • the support elements may also comprise an integral part of a permanent tunnel lining, which may form a rack or the like for receiving the installation tool
  • All of these support means may incorporate or accommodate a screwthread or other adjustment mechanism for forcing the ends of the frame element apart or together (depending on how far the frame element extends around the circumference of the tunnel) so as to induce a compressive hoop stress which urges it outwardly against the inner surface of the tunnel into its installed position
  • Two frame elements may also be coupled together end-to-end by an expander which induces hoop stress
  • Such arrangements may be suitable for use for example in installing a waterproof inner lining in underground railway tunnels and station platforms
  • the novel framework may also be installed in inclined tunnels, such as escalator (moving staircase) tunnels in underground railway stations, in which case the stanchions and frame elements may be arranged, either vertically in stepped relation or inclined normally to the axis of the tunnel, and may be supported additionally against downward movement by attachment to the structural lining of the tunnel and/or by additional bracing struts
  • Frame elements may also include pivotal joints so that the frame element at one end of an arch can be skewed to follow the end of the soffit where an arch is angled with respect to the longitudinal axis of the viaduct
  • the locking structure can comprise any suitable arrangement for locking adjacent rigid portions of the frame element in the selected angular position
  • the support elements can be any arrangement which supports the ends of the frame element securely in the installed position
  • each of the support means may simply comprise a steel stake driven into the ground, or a hole in the ground into which the respective end of the flexible element is placed (supported in its installed position hard up against the soffit) before the hole is filled with concrete
  • the flexible element may be attached at one or both ends to a bracket which is bolted or otherwise secured directly to the structural lining which forms the inner surface of a tunnel, or to the masonry of a pier or soffit, in which case the brackets may be left permanently in position when the lining and framework are removed for maintenance of the structure
  • a stanchion or rack may be secured adjacent one or both brackets to receive the installation tool during installation of the flexible element
  • the frame element attachment structure of the stanchion, and the cooperating mounting or attachment structure of the frame element can be any suitable means, including holes, flanges, slots, lugs, portion of the stanchion or frame element or other feature whatsoever, whether limited to that function or providing that function in combination with another essential or inessential function, which facilitates the attachment of the frame element to the stanchion or other support means
  • the attachment means should allow the frame element to be vertically adjusted relative to the stanchion or support means during installation and prior to attachment
  • each frame element could provide a channel into which the edges of the panels or corrugated lining sheets can be inserted, alternatively, the frame elements could be adapted to allow the panels to be hooked on without the use of fasteners

Abstract

L'invention concerne un système de revêtement de structures en voûte, en particulier de voussoirs de chemin de fer (1), qui comprend plusieurs éléments d'armature souples allongés (70). Chaque élément est protégé par un bouclier souple (149) et accomplit un contact de frottement avec le soffite arrondi (5) par contrainte circonférentielle exercée sur chaque extrémité, de préférence par une paire d'outils d'installation (300) montés sur des étais (40). Chaque outil comprend un cliquet pivotant qui permet de conférer à l'élément d'armature souple (70) une forme en arc au sol, puis de le dresser verticalement avant installation. Chaque élément d'armature (70) peut comprendre un profil en "oméga" unitaire à charnières déformables, chaque charnière présentant une structure de déformation associée qui répartit uniformément les forces de courbure pendant l'installation. Les éléments d'armature (70) sont fixés aux étais (40) pour les soutenir à chaque extrémité dans leur position installée, ce qui donne une charpente en voûte autoporteuse dont la forme et la stabilité dépendent du soffite en maçonnerie (5). En variante, chaque élément d'armature (70) peut comprendre des joints verrouillées à distance dans la position installée, ce qui permet de désaccoupler l'élément d'armature du soffite. La charpente est installée à partir du niveau du sol, et les étais soutiennent une mezzanine temporaire, faite de panneaux interverrouillés modulaires, qui donne accès au soffite pour l'installation de panneaux de revêtement plats coopérants, chaque panneau comprenant un corps en plastique expansé présentant des canaux orientés vers le bas et des bords supérieur et inférieur interverrouillés coopérant pour former un joint à réglable angulaire. Un ensemble de montage de colonne comprend un élément de base (1050) adapté pour se fixer à une surface de support (71) orientée vers le haut d'une dalle de béton (7) et comportant une structure de montage destinée à soutenir la colonne (1000). L'élément de base peut former un porte-à-faux surplombant un bord de la surface de support, une partie de la charge verticale étant transférée de la colonne à une plaque plane (1070) disposée à la surface du sol (16') sous la structure de montage. La structure de montage peut comprendre un support central (1064", 1068) sur lequel la colonne est posée en équilibre par rotation, et qui est réglable verticalement de façon à équilibrer le poids total de la colonne à l'aide de plusieurs supports latéraux (1065", 1069, 1069', 1066", 1069, 1069') individuellement réglables, disposés autour de la colonne pour la maintenir dressée. La structure de montage comprend sans inconvénient un ensemble de tiges filetées (1064, 1065, 1066) avancées vers le bas à travers la partie en porte-à-faux (1057) de façon à transférer la charge verticale de la colonne à la plaque. L'ensemble peut être utilisé pour soutenir des colonnes au-dessus d'un regard absorbant (10") ménagé dans un voussoir de chemin de fer. On décrit en outre un étai profilé présentant généralement une forme en "oméga" et délimitant une section tubulaire de raidissement. Sont également décrits un système, un procédé, un élément d'armature souple, un étai, un bouclier, un panneau, un élément de plancher modulaire et un outil d'installation.
PCT/IB2008/003091 2007-10-03 2008-10-03 Voussoirs et planchers de mezzanine de chemin de fer WO2009044277A2 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP20080835682 EP2231940B1 (fr) 2007-10-03 2008-10-03 Voussoirs et planchers de mezzanine de chemin de fer
AU2008306580A AU2008306580B2 (en) 2007-10-03 2008-10-03 Railway arch linings and mezzanine floors
JP2010529471A JP5630764B2 (ja) 2007-10-03 2008-10-03 鉄道のアーチ型構造のライニングおよび中二階

Applications Claiming Priority (10)

Application Number Priority Date Filing Date Title
GB0719407A GB2453362A (en) 2007-10-03 2007-10-03 System for lining railway arches
GB0719407.9 2007-10-03
GB0722955A GB0722955D0 (en) 2007-11-22 2007-11-22 System for lining railway arches
GB0722955.2 2007-11-22
GB0802370.7 2008-02-08
GB0802370A GB0802370D0 (en) 2008-02-08 2008-02-08 Pillar, particularly for use in a system for lining railway arches
GB0812300A GB0812300D0 (en) 2008-07-04 2008-07-04 Column mounting apparatus
GB0812300.2 2008-07-04
GB0818127.3 2008-10-03
GB0818127A GB2453840B (en) 2007-10-03 2008-10-03 Railway arch linings and mezzanine floors

Publications (2)

Publication Number Publication Date
WO2009044277A2 true WO2009044277A2 (fr) 2009-04-09
WO2009044277A3 WO2009044277A3 (fr) 2009-09-11

Family

ID=40020011

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/IB2008/003091 WO2009044277A2 (fr) 2007-10-03 2008-10-03 Voussoirs et planchers de mezzanine de chemin de fer

Country Status (6)

Country Link
US (1) US20090090070A1 (fr)
EP (1) EP2231940B1 (fr)
JP (1) JP5630764B2 (fr)
AU (1) AU2008306580B2 (fr)
GB (5) GB2453840B (fr)
WO (1) WO2009044277A2 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653366A (zh) * 2018-08-29 2019-04-19 孙经尧 一种用加厚型塑料夹铝复合板建造大型飞机厂房或机库的建造方法

Families Citing this family (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104213502B (zh) * 2014-09-02 2016-03-30 浙江绿艺园林工程有限公司 园林拱桥拱圈饰面石连接结构及其施工方法
GB2545208B (en) * 2015-12-08 2021-06-02 Mizen Nicolas Protecting vaults
CN105699170A (zh) * 2016-01-22 2016-06-22 哈尔滨工业大学 一种通过地表沉降预测地下管线力学行为的方法
US20200362574A1 (en) * 2017-03-30 2020-11-19 James Hardie Technology Limited Multifunction structural furring system
CN107630536A (zh) * 2017-11-17 2018-01-26 深圳市朗生建材有限公司 一种耐磨木质地板
CN108166398B (zh) * 2018-02-07 2023-10-20 郑州市市政工程总公司 利用现有排气管泄水管防止桥空心板芯模上浮结构及工艺
CN110499610B (zh) * 2018-05-18 2021-12-17 青岛海尔洗涤电器有限公司 一种用于衣物处理设备的离合装置
CN110700864B (zh) * 2018-05-23 2020-11-20 东阳市晨旭建筑工程设计有限公司 一种隧道施工的主动应力消除装置和主动应力消除方法
CN108775193B (zh) * 2018-07-03 2024-03-26 镇江市高等专科学校 一种线杆搭建地面稳定基座
CN109051848B (zh) * 2018-07-18 2024-01-05 湖南进军隧道智能装备有限公司 一种开挖立架吊装机构
CN109339828B (zh) * 2018-11-29 2024-01-30 中南大学 一种隧道预应力仰拱结构及其施工方法
CL2019000711A1 (es) * 2019-02-20 2019-08-16 Dsi Tunneling Llc Sistema y procedimiento para soporte de tunel.
CN110158538B (zh) * 2019-05-28 2020-10-27 武汉中力岩土工程有限公司 桩承式半圆体防波堤结构及施工方法
CN111395166B (zh) * 2020-02-25 2021-06-15 中铁二十四局集团浙江工程有限公司 系杆拱桥拱肋安装施工方法
CN111625911B (zh) * 2020-06-04 2023-03-31 中国科学院长春光学精密机械与物理研究所 一种模拟螺钉连接的建模方法
CN112065471A (zh) * 2020-08-25 2020-12-11 中国水利水电第七工程局有限公司 一种大型地下洞室顶拱层开挖施工方法
CN112726440B (zh) * 2020-12-31 2022-01-18 四川省交通勘察设计研究院有限公司 一种适用于转弯地带的棚洞结构及其施工方法
CN112921819A (zh) * 2021-03-04 2021-06-08 广西路桥工程集团有限公司 一种用于双飞翼拱桥施工过程中的安全操作平台系统
CN113339022B (zh) * 2021-05-31 2022-12-20 中铁工程服务有限公司 一种山岭隧道防水板铺设装置及防水板铺设方法
CN114059450B (zh) * 2021-07-30 2023-12-05 山东固特邦土木科技有限公司 一种桥梁维修脚手架及其方法
CN113914649B (zh) * 2021-10-26 2022-11-25 中建八局天津建设工程有限公司 既有框架结构的改造悬挑平台及其改造方法
CN114164769B (zh) * 2021-12-28 2023-04-14 招商局重庆交通科研设计院有限公司 一种桥梁施工临时支座
CN116008713A (zh) * 2023-02-22 2023-04-25 中国人民解放军陆军工程大学 一种无人机飞控系统电磁干扰检测系统

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2383804A (en) 2002-01-04 2003-07-09 H T Martingale Ltd Waterproofing method and apparatus for a railway arch

Family Cites Families (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1088899B (de) * 1957-02-25 1960-09-15 Karl Theodor Jasper Senkstoss fuer aus drucknachgiebig miteinander verbundenen Segmenten zusammengesetzte Streckenausbaurahmen
GB1451953A (en) * 1973-02-02 1976-10-06 Metal Sections Ltd Supports for tunnels or shafts or for use as building frame works
DE2359674B1 (de) * 1973-11-30 1975-06-12 Walter 2057 Reinbek Fieberg Abdichtungsfolie und Verfahren zu deren Befestigung
US4156433A (en) * 1977-06-16 1979-05-29 Rupp Industries Inc. Portable shelter
JPS5844732Y2 (ja) * 1979-02-27 1983-10-11 隆男 出原 構築用型材
DE3019703A1 (de) * 1980-05-23 1981-12-03 Reifen-Ihle GmbH, 8870 Günzburg Gummi-bodenplatte
JPS59102747U (ja) * 1982-12-27 1984-07-11 古河電気工業株式会社 洞道内作業用足場
US4538392A (en) * 1983-02-09 1985-09-03 Horner Flooring Company Portable sectional flooring system
CH661309A5 (de) * 1983-05-26 1987-07-15 Dow Chemical Europ Waermedaemmplatte zur aussendaemmung und aussendrainage von gebaeudeteilen.
US4887397A (en) * 1984-06-29 1989-12-19 Teledyne Industries, Inc. Fast, erectable, easily transportable structures
AU556275B2 (en) * 1984-11-29 1986-10-30 High Accolade Limited Post-tensioned steel frames and erection of such
JPS61204441A (ja) * 1985-03-07 1986-09-10 大成建設株式会社 外周に防水、防湿層を有するシリンドリカルシエルの構築方法
WO1990013715A1 (fr) * 1989-05-08 1990-11-15 Bsd Structures Pty. Ltd. Systeme pour construire une arche qui se souleve
JP2798819B2 (ja) * 1991-06-14 1998-09-17 飛島建設株式会社 ドームの構築工法
ITNA920044A1 (it) * 1992-12-22 1994-06-22 Antonio Guerrasio Profilo strutturale ed orditura perimetrale ad angolazione e curvature variabili atto a ricevere pannellature per la realizzazione di
DE19506153A1 (de) * 1995-02-22 1995-07-13 Peter Dresler Erdanker
US5598668A (en) * 1995-10-04 1997-02-04 Isom; Fred S. Adjustable building frame
SE9701500D0 (sv) * 1997-04-20 1997-04-20 George Wegler Anordning vid väggupplag
US6324796B1 (en) * 2000-04-10 2001-12-04 Homeland Vinyl Products, Inc. Modular decking planks
JP2002266362A (ja) * 2001-03-06 2002-09-18 Dow Kakoh Kk 排水パネル、それを用いた排水性構造体及びその施工方法
US6619002B2 (en) * 2001-03-21 2003-09-16 Frederick M. Pettit Deck structure
US6745871B2 (en) * 2002-03-27 2004-06-08 Chad D. Armstrong Interlocking scaffold plank
DE20215392U1 (de) * 2002-10-07 2003-01-02 D S T Fugen Systeme Gmbh & Co Hohlraum-Doppelboden
US6990775B2 (en) * 2003-06-18 2006-01-31 Masonry Technology, Inc. Moisture drainage product, wall system incorporating such product and method therefore
US6957517B2 (en) * 2003-08-01 2005-10-25 Worthington Armstrong Venture Splice plate for faceted radius grid
DE202004001164U1 (de) * 2004-01-26 2004-04-22 Gerloff, Axel, Dipl.-Ing. Stützfuß
GB2417500B (en) * 2004-08-25 2009-04-15 Tyco Europe Metal Framing Ltd Adjustable support base
CA2572708C (fr) * 2006-02-10 2014-08-12 Peter Kuelker Systeme de panneaux de revetement prefabriques sans dispositif de suspension
GB0621097D0 (en) * 2006-10-24 2006-11-29 Maguire Raymond A building structure
FR2916472A1 (fr) * 2007-05-22 2008-11-28 Gilles Chatenoud Systeme de parement et procede d'etanchement d'un ouvrage voute
GB2460271B (en) * 2008-05-23 2012-06-20 Nicholas Gale Post support
CA2688930A1 (fr) * 2008-12-22 2010-06-22 Ani-Mat Inc. Ensemble de plancher a emboitement modulaire avec connecteurs biseautes

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2383804A (en) 2002-01-04 2003-07-09 H T Martingale Ltd Waterproofing method and apparatus for a railway arch

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653366A (zh) * 2018-08-29 2019-04-19 孙经尧 一种用加厚型塑料夹铝复合板建造大型飞机厂房或机库的建造方法

Also Published As

Publication number Publication date
GB2475137B (en) 2012-05-16
GB2453840A (en) 2009-04-22
GB201017666D0 (en) 2010-12-01
JP2011516754A (ja) 2011-05-26
GB2474936A (en) 2011-05-04
GB2475138B (en) 2012-05-16
US20090090070A1 (en) 2009-04-09
GB201017667D0 (en) 2010-12-01
AU2008306580B2 (en) 2014-07-31
GB2475137A (en) 2011-05-11
EP2231940B1 (fr) 2015-05-06
GB2453840B (en) 2010-12-29
EP2231940A2 (fr) 2010-09-29
WO2009044277A3 (fr) 2009-09-11
GB2474936B (en) 2012-05-16
GB0818127D0 (en) 2008-11-05
GB201017669D0 (en) 2010-12-01
JP5630764B2 (ja) 2014-11-26
AU2008306580A1 (en) 2009-04-09
GB201017665D0 (en) 2010-12-01
GB2475138A (en) 2011-05-11

Similar Documents

Publication Publication Date Title
AU2008306580B2 (en) Railway arch linings and mezzanine floors
EP3085844B1 (fr) Ossature en acier léger tridimensionnelle formée par des poutres doubles continues à deux voies
TWI616577B (zh) 直料扣件系統
US6324810B1 (en) Retrofit hurricane and earthquake protection
RU2402661C2 (ru) "блоки на болтах" - система для типовых конструкций каменной кладки, имеющих предварительное напряжение с натяжением арматуры на бетон
WO2017146752A1 (fr) Système d'ancrage de meneaux de mur-rideau
US20210140175A1 (en) Rapidly deployable modular building system
US6551011B1 (en) Highway median barrier and parapet
EP2872709B1 (fr) Structures de toit incliné et leurs procédés d'assemblage et de construction
EP3159461B1 (fr) Système de protection de bord
WO2019102438A1 (fr) Coffrage perdu et système de support
AU2021237982B2 (en) Prefabricated wall assembly and method therefor
GB2273310A (en) Improvements relating to buildings
GB2509195A (en) An extruded fence post with support plates and retaining plates
GB2453362A (en) System for lining railway arches
WO2000011279A2 (fr) Systeme de maisons prefabriquees
WO2001051769A1 (fr) Element de construction en forme d'arc
US11713576B2 (en) Three-dimensional lightweight steel framing system formed by bi-directional continuous double beams
AU2001100168A4 (en) Formwork girt
AT395260B (de) Traegerrost zum dachbodenausbau oder zur hallenerrichtung
AU2009206174A1 (en) Fall prevention system
WO2017147280A1 (fr) Système d'ancrage de meneaux de mur-rideau
AU2015249147B2 (en) Quick-connect fastening for use in building construction
IE20180036A1 (en) A roofing component
GB2431192A (en) Safety apparatus

Legal Events

Date Code Title Description
WWE Wipo information: entry into national phase

Ref document number: 2010529471

Country of ref document: JP

NENP Non-entry into the national phase

Ref country code: DE

WWE Wipo information: entry into national phase

Ref document number: 2008306580

Country of ref document: AU

WWE Wipo information: entry into national phase

Ref document number: 2008835682

Country of ref document: EP

WWE Wipo information: entry into national phase

Ref document number: 910/MUMNP/2010

Country of ref document: IN

ENP Entry into the national phase

Ref document number: 2008306580

Country of ref document: AU

Date of ref document: 20081003

Kind code of ref document: A

121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 08835682

Country of ref document: EP

Kind code of ref document: A2