EP0173437A1 - Vorrichtung und Verfahren zum Anschliessen einer Wand an eine bereits vorhandene Wand - Google Patents

Vorrichtung und Verfahren zum Anschliessen einer Wand an eine bereits vorhandene Wand Download PDF

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Publication number
EP0173437A1
EP0173437A1 EP85304918A EP85304918A EP0173437A1 EP 0173437 A1 EP0173437 A1 EP 0173437A1 EP 85304918 A EP85304918 A EP 85304918A EP 85304918 A EP85304918 A EP 85304918A EP 0173437 A1 EP0173437 A1 EP 0173437A1
Authority
EP
European Patent Office
Prior art keywords
wall
limb
tie
attachment member
alignment
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP85304918A
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English (en)
French (fr)
Inventor
Christopher Guy Perry
David Graham Perry
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TRULINE GROUP LIMITED
Original Assignee
TRULINE GROUP Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from GB848417697A external-priority patent/GB8417697D0/en
Priority claimed from GB848421803A external-priority patent/GB8421803D0/en
Priority claimed from GB848424900A external-priority patent/GB8424900D0/en
Application filed by TRULINE GROUP Ltd filed Critical TRULINE GROUP Ltd
Publication of EP0173437A1 publication Critical patent/EP0173437A1/de
Withdrawn legal-status Critical Current

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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
    • E04B1/38—Connections for building structures in general
    • E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
    • E04B1/4178—Masonry wall ties

Definitions

  • the present invention aims to provide a method and apparatus whereby the above-mentioned and/or other difficulties can be obviated or at least reduced.
  • a method of building onto first wall a second wall of building components e.g. bricks or blocks
  • a jointing compound e.g. mortar or cement
  • said method comprising the steps of attaching to the first wall an upright attachment member, constructing the second wall in courses with an end of each course abutting against said upright attachment member, and providing between at least one pair of superimposed courses a tie member connected to the attachment member characterised in that the tie member is slidably connectable to the attachment member such as to be guided for vertical motion with respect thereto over a distance limted by the vertical dimensions of the tie member.
  • said attachment member is an alignment member providing a lateral alignment surface for said second wall's building components, the second wall being constructed with one side face of its end components in alignment with and substantially abutting said lateral alignment surface.
  • the said tie member is thus positionally adjusted vertically with respect to the attachment member such as to compensate for or accomodate vertical building tolerances, e.g. height variations between courses of the building components of the first and second walls.
  • apparatus for use in a method according to said first aspect of the invention, said apparatus comprising an elongate attachment member to be in use upright and attached to said first wall, and at least one tie member for connection to said attachment member and for disposition between two superimposed courses of the said second wall, the attachment member having guide means for slidably guiding said tie member with respect to the wall plate, the guide means being characterised in that they permit said slidably guided motion over a distance limited by the vertical dimensions of the tie member.
  • the guide means thus enable at least one of said tie members to be positionally adjusted vertically to compensate for or accomodate vertical building tolerances.
  • said guide means is provided by said wall attachment member.
  • said guide means is provided by the tie member.
  • said guide means comprises a finger spaced from a generally planar part of said wall attachment member, part of said tie member being insertable slidably into said space.
  • said generally planar part is engaged by said tie member part both above and below said finger such that said tie member part is thereby restrained against angular movement in a plane normal to said generally planar part.
  • said guide means may comprise a finger spaced from the plane of said limb such as to permit slidable entry into the said space of part of the tie member.
  • said finger is connected at each end to the wall attachment member in the manner of a strap and such that said space provides a slot-like opening.
  • the opposite side edges of said tie member part in use engage the ends of said strap-like finger such that said tie member part is thereby restrained against angular movement in a plane parallel to said generally planar part.
  • a tie member comprising first and second limbs substantially at right angles to one another and respectively to extend in use substantially horizontally and substantially vertically, characterised in that said first limb has at least part of its sides formed by a plurality of individual teeth extending normally to the main body of said first limb.
  • the part of the tie member to enter said space in said wall attachment member progressively reduces in cross-section as it extends towards its free end thereby to facilitate entry of said part into said space.
  • said teeth are of generally planar form and disposed in a plurality of individual planes angled to the general direction of said first limb; and, on each side of the first limb, all the planes of said teeth on that side are parallel to one another and at the same angle to the first limb's general direction.
  • the teeth are each of generally triangular form; and said teeth extend from the main body of the first limb in the same direction as the said second limb of the tie member.
  • said second limb is provided with one or more reinforcing ridges or channels extending longitudinally thereof. If further strengthening is required a laterally extending elongate depression may be formed in the arris between the first and second limbs of the tie member.
  • an elongate attachment member to be fixed upright to a said first wall, said member having apertures to receive screw-threaded fasteners for such fixing and being characterised by restraining means in the vicinity of one or more of the apertures to provide a restraint against bowing of the member (preferably in both horizontal and vertical directions) due to over-tightening of the screw-threaded fastener.
  • said restraining means comprises a flange-like wall along at least part of the perimeter of said one or more of the apertures.
  • said restraining means may comprise one or more deformed portions, e.g. conical indentations, adjacent said one or more of the apertures.
  • an attachment member of substantially L-shape cross-section for attachment by one limb of the "L" to an existing first wall such as to extend vertically with its other limb projecting away from the face of said first wall to provide an alignment surface against which the end bricks or blocks of a second wall can be aligned during building of said second wall, said attachment member having a plurality of elements at discrete locations for use in tying said member to the second wall, characterised in that said attachment member is a metal stamping having said elements formed to permit the attachment member to be used with said other limb either to the left of the said one limb or to the right of said one limb.
  • a method of building onto a first wall a second wall of building components to be interconnected via a jointing compound comprising the steps of
  • apparatus for use in a method according to said sixth aspect of the invention comprising an elongate alignment member to be in use upright and attached to said first wall, said alignment member in use providing an alignment surface for said second wall, means for holding tie members, and guide means in use to permit relative sliding motion between the alignment and tie members in the vertical direction, characterised in that said guided sliding motion is vertically limited by the vertical dimensions of the tie member.
  • the wall attachment member 10 of Figs 1-6 is a stainless steel stamping or pressing of generally L-shaped cross-section having a rear or main limb 12 and a forwardly extending limb 14 at an angle thereto.
  • the main limb 12 is substantially wider and fractionally longer at its upper and lower ends 11,13 than the side limb 14.
  • the side limb 14 defines an alignment surface against which the end bricks, blocks or other building components of the second wall are in use aligned, the angle between the limbs 12, 14 (in this example, a right-angle) defining in use the said angle between the first and second walls.
  • the elongate edge of main limb 12 opposite side limb 14 is rolled or peened over to provide an elongate reinforcing bead 16.
  • the bead 16 is to the rearward surface of limb 12.
  • the main limb 12 has apertures 18 therethrough disposed in substantially two general rows adjacent side limb 14 and bead 16 respectively.
  • a central row of apertures 20 is provided at a wider longitudinal spacing than apertures 18.
  • Each of these apertures 20 is bounded by an encompassing wall 19 directed rearwardly, e.g. to a depth of approximately 3mm, the wall 19 being integral with limb 12 and inclined thereto at an obtuse angle all round the hole 20.
  • the main limb 12 is provided with a somewhat conical indentation 22 directed rearwardly, i.e. oppositely to the side limb 14.
  • the indentations 22 may extend to a depth greater than walls 19, e.g. to a depth of approximately 4mm.
  • the main limb 12 is cut with two closely adjacent transverse slits at 21 that define between them a finger 24 which is pressed out to extend (in the manner of a strap) in front of and spaced from the plane containing the main body of limb 12 such as to define a slot-like opening 25 when viewed in plan (see Fig 4).
  • a single row of apertures 26 is provided in the side limb 14, horizontally in alignment with apertures 18.
  • All the apertures 18, 20 and 26 have the form of elongate oval-like holes which essentially appear defined by two parallel sides coupled together by semi-circular ends.
  • the elongate holes 18 and 26 are directed longitudinally of the alignment member 10 whereas the elongate holes 20 are directed transversely of the member's rear limb 12 and normal to its longitudinal centre-line.
  • the apparatus of this embodiment also comprises a plurality of tie members for sliding co-operation with the attachment member 10, such co-operation being by guided insertion of part of the tie member into a slot-like opening 25 and its retention therein by the transversely-directed finger 24.
  • a suitable tie member 30, as shown in Figs 7-10, is of generally L-shaped form having longer and shorter limbs 32 and 34 at right-angles to one another.
  • the shorter limb 34 which is the part to enter a slot-like opening 25 of the attachment member, and in use extend vertically, is provided with three similar longitudinally directed reinforcing ribs 36 of narrow trough-like cross-section.
  • the limb 32 which is to extend in use generally horizontally in between two courses of end bricks, blocks or other building components of the second wall and in the second wall's direction, is provided at each side with a plurality of pressed-out individual tags or sprags 42.
  • tags or sprags 42 provide triangular shaped teeth of generally planar form extending in a plurality of individual planes normal to the main body of limb 32, i.e. in use substantially vertically. On each side of limb 32, all the individual planes of said teeth 42 are parallel to one another and at the same angle, e.g. of between 30° to 60° (preferably about 45°), to the extending direction of limb 32.
  • the limb 32 also has a central row of separate conical depressions 44 to provide a reinforcement of the limb and/or to improve its mortar bonding capability.
  • the existing first wall surface is first cleaned of dirt and foreign matter.
  • the main or rear limb 12 of the wall attachment member 10 is then offered up to the face of the first wal.1, is positioned with the upper edge of the straps or fingers 24 at approximately the proposed level of the mortar or cement between horizontal courses of the second wall's building bricks, blocks or like components, and is plumbed to extend vertically.
  • appropriate fixing holes are marked on the wall through the apertures 20. The fixing holes are drilled and plugged, and the attachment member then secured to the wall by appropriate fasteners, e.g. coach-screws or the like, inserted through the apertures 20 into the prepared fixing holes.
  • the first row or course of the new wall's building components is laid with the end component (with jointing composition applied) being placed end on against rear limb 12 and side on against the alignment surface provided by limb 14 extending forwardly away from the existing wall (and, in this example, at right-angles thereto).
  • a tie member 30 is attached to the alignment member by downwardly sliding into the lowermost visible opening 25 the shorter limb 34 of tie member 30. Such sliding attachment is facilitated by the reducing cross-section free end 38 of limb 34, the guidance for such sliding being provided by the ends 23 of finger 24 (which ends connect finger 24 to the main planar body of the atachment member's limb 12).
  • ends 23 also serve to restrain the inserted tie member 30 against angular movement in a plane parallel to limb 12 and against sideways motion out of the member's limb 12.
  • Longitudinal horizontal motion of the tie member towards and away from member 10 is restricted by the finger 24 itself and by the main planar body of limb 12. The latter is engaged by the tie member's limb 34 both above and below the finger or strap 24 thereby to restrain the tie member against angular movement in a plane normal to limb 12.
  • tie member 30 The inwardly directed nature of the laterally extending elongate depression 40 (providing arris reinforcement of the tie member) assists in ensuring that the head of any fastener projecting from an adjacent aperture 20 does not unduly hinder the entry of the tie member's limb 34 into the slot-like opening 25, the length of this shorter limb 34 being commensurate with the spacing between an aperture 20 and the nearest finger 24 above or below it.
  • Further tie members 30 are provided between appropriate upper courses as the new wall is built up, e.g. at 300mm centres. Where necessary the limb 34 of tie member 30 can be inserted upwardly into a slot-like opening 25 and before the end building component below it is laid (rather than downward limb insertion after the end building component is laid, as described above).
  • the facility for guided sliding motion of tie member 30 longitudinally of the wall attachment member 10 i.e. vertically in use
  • the apparatus enables the apparatus to compensate for or adjust for variations in vertical building tolerances or height differences between the various courses - especially upper courses - of the building components (a) in the new wall and (b) as compared between the new wall and the old wall.
  • the apertures 26 in the side limb 14 of the attachment member provide for a keyed connection of plaster or other rendering of the new wall at the vertical arris between it and the older wall.
  • two (or more) such members may be connected longitudinally, the lower projecting end 13 of the upper member 10 being positioned behind the the upper projecting end 11 of the lower member 10. In this position the side edge of said end 13 is received within the top part of bead 16 of the lower member 10, and the bottom hole 20 of the upper member 10 overlies the top hole 20 of the lower member 10, the obtusely angled walls 19 nesting within one another and aiding such alignment.
  • the obtusely angled walls 19 need not totally encompass each hole 20 of an attachment member 10, but may extend over part only of such hole outline.
  • the wall 19 may be at an acute angle (rather than an obtuse angle), at 90°, or omitted altogether.
  • a new wall e.g. a two-leaf cavity wall
  • a new wall may be built with its end abutting two limbs 12 of a pair of wall attachment members 10 disposed in a mutually mirror image formation with limbs 14 adjacent one another (inside the cavity) and the limbs 12 directed and away from the limbs 14.
  • the attachment member 10 is shown with its limb 14 providing a right-hand-side alignment surface.
  • the selfsame alignment member 10 is merely turned upside down, i.e. rotated 180° about a horizontal axis normal to the plane of limb 12.
  • the self-same wall attachment member 10 can be used (alone or in mirror-image formation with another indentical wall attachment member 10) with its alignment limb 14 either to the left of its attachment limb 12 or to the right of its attachment limb 12.
  • each of the rearwardly directed conical indentations 22 may be burst through at its apex to provide sharp edged tips, e.g. of triangular or cruciform shape, that may enhance the frictional grip provided by the attachment member's indentations on the older (existing) wall.
  • Figs 11-13 shows an alternative attachment member 50 which is identical to the wall attachment member 10 of Figs 1-6 except that each aperture 20 is simply punched out and is not bounded by an encompassing wall 19. Instead, the means to provide a restraint against bowing of the member - due to over-tightening of the screw-threaded fasteners used for fixing the upright alignment member to the existing (first) wall - are provided by rearwardly directed, deformed portions 59 of the main limb 12 in the vicinity of, and preferably closely adjacent, the fixing apertures 20.
  • these aperture-adjacent deformations 59 can have the form of conical indentations mutually spaced around each aperture 20.
  • four conical indentations 52,53 are provided around each elongate aperture 20 : one (52) adjacent each end and one (53) adjacent each side of each elongate aperture 20.
  • conical indentations can also provide the same spacing/gripping function of the indentations 22 in attachment member 10 of Figs 1-6, and thus physically replace those indentations 22.
  • all four conical indentations 52,53 are shown having the same depth or rearward projection, it will be appreciated that (if desired) the indentations 52 can extend slightly beyond the indentations 53.
  • the alignment member 50 has an overall length of approximately 1183mm; the vertical spacing between adjacent apertures 20 is 76.2mm; the fingers or straps 24 are approximately 8mm wide and are disposed mid-way between such adjacent apertures 20.
  • the straps 24 are spaced from main limb 12 by a distance (gap 25) of approximately 4.75mm.
  • the elongate apertures 20 are approximately 25mm x 12mm overall whereas the apertures 18 are approximately 16mm x 8mm overall.
  • the conical indentations 52,53 have a "base" diameter of approximately 6mm and a "height" of approximately 3 or 4mm.
  • the lateral spacing between centres of opposite indentations 52 and between centre lines of opposite apertures 18 is, in each case, approximately 38.5mm.
  • the above dimensional features may be provided in a wall attachment member 50 (of Figs 11-13) having a main limb 12 60mm wide and, with the same dimensions, in a wall attachment member 60 having a wider main limb 62 (see Fig 14), for example 93mm wide.
  • the minimum width of metal between an aperture 20 and an indentation 52 or 53 is less than 5mm and preferably between 3 and 4mm.
  • Figs 15-17 The embodiment illustrated in Figs 15-17 is similar to those of Figs 1-6, Figs 11-13 and Fig 14 except that no restraint is provided against bowing in the vertical direction due to over-tightening of the screw-threaded fasteners, i.e. the features 19 and 59 described above are omitted and bowing in the horizontal direction only restrained by indentations 22.
  • the wall attachment member 70 of Figs 15-17 has additional elongate apertures 18 disposed adjacent the ends of each finger or strap 24, although these additional apertures 18 are not in line with the remaining apertures 18.
  • Figs. 18a and 18b like that of Fig 14, is for use with a new wall of increased width.
  • the attachment member 80 of Figs 18a and 18b has its main limb 82 sufficiently wide to accommodate two columns side by side with each stamped with the same features, viz. the transverse fingers 24, the fixing holes 20, the there-adjacent bowing restraint means provided by conical indentations 52 and 53, and the mortar-keying apertures 18.
  • the two columns of fingers 24, enable two columns of the tie members 30 to be used.
  • the tie member 30 of Figs 7-10 is also utilisable with the above-described wall attachment members 50, 60, 70 and 80, and also with the wall attachment member 90 of Fig 19 described below.
  • the tie member 30 is slidably connectable with the wall attachment member 10, 50, 60, 70, 80 or 90 such as to be guided for vertical motion with respect to the attachment member over a distance limited by the vertical dimensions of the tie member, i.e. by the length of its limb 34 which engages behind finger or strap 24 anywhere between the limbs free end 38 and its root (defined by its arris with limb 32).
  • Fig 19 The embodiment of Fig 19 is similar to that of Figs. 11-13 except that the wall attachment member 90 of Fig 19 is pierced and stamped out to provide a pocket-like "receptacle" 94 with its open top or mouth spaced below each strap or finger 24.
  • the existing wall provides a back for the pocket-like receptacle 94, and the limb 34 of tie member 30 is received therein after passing through the slot 25 provided by finger 24.
  • the degree of vertical movement for tie member 30 provided by this arrangement is determined by the length of limb 34 and, in particular, either by abutment of the limb's free end 38 with the bottom of receptacle 95 or by abutment of limb 32 with the top of strap 24.
  • the main limb 12 of attachment member 90 is provided with a transverse rib 95 indicating the level to which the new wall's bricks or blocks should be aligned.
  • the limb 12 is embossed with the words "LEVEL WITH TOP OF BRICK" adjacent the transverse rib 95.
  • the attachment member 90 may be provided with a projecting side flange (not shown) to provide an alignment surface, the member 90 thus having a generally L-shaped cross-section.
  • the pocket-like receptacle 94 provides a cover for the vertical limb of the tie member and thus aids in preventing ingress of mortar which might obstruct vertical sliding motion of the tie member, e.g. upon relative movement of the first and second walls due to settlement, subsidence or the like.
  • Fig 20 shows an alternative form of wall attachment member 100 which, like each of the above-mentioned members 10, 50, 60, 70, 80 and 90, is a stamping or pressing of sheet steel, preferably stainless steel.
  • the attachment member 100 has its main limb 112 formed with fixing holes 120 each having an obtusely angled encompassing skirt 119. Closely adjacent each hole 120 the main limb 112 is provided with conical indentations 122, 123.
  • a transverse rib 195 is provided mid-way between each pair of neighbouring holes 120 and the limb 112 may be embossed adjacent each rib 195 with the words "LEVEL WITH BRICK TOP" or a like expression.
  • attachment member 100 corresponds to the elements 19, 20, 52, 53 and 95 respectively of the attachment members described above.
  • the attachment member 100 is stamped to provide a plurality of pairs of longitudinally directed vertical fingers or straps 126 spaced forwardly of the front surface of limb 112.
  • the fingers 126 are connected by their upper and lower ends 127 to the main body of limb 112 and provide pairs of opposite slot-like gaps 125.
  • the two fingers 126 of each pair are parallel to one another and spaced apart a distance slightly less than the width of a tie member 130 (see Fig 21).
  • the tie member 130 of Fig 21 comprises horizontal and vertical limbs 132, 134 and is similar to the tie member 30 of Figs 7-10 except that its vertical limb 134 is substantially shorter than limb 34, the transverse arris reinforcing depression 40 is omitted, and a notch 128 is provided in each side of horizontal limb 132 adjacent its root, i.e. where it meets vertical limb 134.
  • the tie member 130 is offered up to the space between a pair of stamped out fingers 126 and twisted about a horizontal axis normal to main limb 112 to rotate the side edges of vertical limb 134 such that they slide into the slot-like gaps 125 between the main body of limb 112 and its stamped out fingers 126 and rest behind these fingers.
  • the tie member 130 is guided for vertical motion with respect to the attachment member 100 over a distance limited by the length of the tie member's vertical limb 134, a stop to such motion being provided either by the free bottom end or the upper end of limb 134 engaging respectively the lower end or the top end 127 of the fingers 126.
  • the depth of the notches 128 provides a width 129 between them substantially equal to the horizontal spacing between the fingers 126 of each pair so that the tie member 130 is restrained against sideways movement and is effectively guided for vertical motion with respect to the attachment member 100.
  • the attachment member 100 may be provided with a projecting side flange (not shown) to provide an alignment surface, the member 100 thus having a generally L-shaped cross-section.
  • the fingers or straps 126 are not provided with the open outside edges shown but instead are also longitudinally connected to the main limb 112 so as to extend therefrom and form two shallow receptacles with their open "mouths" - defined by the inside edges of the straps 126 - facing one another.
  • These receptacles like receptacles 94 of Fig 19, aid in preventing ingress of morter which might obstruct vertical sliding motion of the tie member.
  • the width of the main limb 12 of the attachment member (10, 50, 60, 70, 80 or 90) or of the limb 112 of attachment member 100 need not extend across the entire end width of the new wall.
  • an attachment member such as 10, 50, 70 or 90, and having the width of limb 12 at a nominal 60mm can serve for a brick or block wall either 60mm thick or 75mm thick
  • an attachment member such as 10, 50, 70 or 90 and having the width of limb 12 at a nominal 93mm can serve for a brick or block wall either 100mm thick or 115mm thick
  • an attachment member such as 60 or 80 and having the width of limb 12 at a nominal 125mm can serve for a block wall of thickness 125mm, 130mm, 135mm, 140mm, 150mm or 170mm
  • an attachment member such as 60 or 80 and having the width of limb 12 at a nominal 190mm can serve for a block wall of thickness 190mm, 200mm, 215mm, 230mm or 250mm.
  • the tie member to be slidably connectable to the attachment member, and such as to be guided for vertical motion with respect thereto. Furthermore, in each said embodiment, the distance of such guided vertical motion is limited by the vertical dimensions of the tie member.
  • the elements 19, 59 (52, 53), 119 and 122, 123 provide means that are integral with the remainder of the attachment member and are to restrain bowing or buckling of the attachment plate in both horizontal and vertical directions (i.e. about both horizontal and vertical "axes"), whereas in the embodiment of Figs 15-17 the integral elements 22 provide such restraint just in the horizontal direction.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Finishing Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP85304918A 1984-07-11 1985-07-10 Vorrichtung und Verfahren zum Anschliessen einer Wand an eine bereits vorhandene Wand Withdrawn EP0173437A1 (de)

Applications Claiming Priority (8)

Application Number Priority Date Filing Date Title
GB848417697A GB8417697D0 (en) 1984-07-11 1984-07-11 Walls
GB8417697 1984-07-11
GB8419009 1984-07-25
GB848419009A GB8419009D0 (en) 1984-07-11 1984-07-25 Walls
GB848421803A GB8421803D0 (en) 1984-07-11 1984-08-29 Walls
GB8421803 1984-08-29
GB8424900 1984-10-03
GB848424900A GB8424900D0 (en) 1984-07-11 1984-10-03 Walls

Publications (1)

Publication Number Publication Date
EP0173437A1 true EP0173437A1 (de) 1986-03-05

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP85304918A Withdrawn EP0173437A1 (de) 1984-07-11 1985-07-10 Vorrichtung und Verfahren zum Anschliessen einer Wand an eine bereits vorhandene Wand

Country Status (2)

Country Link
EP (1) EP0173437A1 (de)
GB (4) GB2161515A (de)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3608947A1 (de) * 1986-03-18 1987-10-08 Dausend Hans Werner Vorrichtung zum verankern einer abgehenden mauerwerkswand an einer vorgegebenen wand
EP0252696A2 (de) * 1986-07-03 1988-01-13 Donald Furr Mauerverbinder
GB2206139A (en) * 1987-04-21 1988-12-29 Cd Truline Ltd Vertically movable wall tie
DE9000919U1 (de) * 1990-01-27 1990-04-05 Hebel GmbH Holding, 8080 Fürstenfeldbruck Maueranker
US20100071306A1 (en) * 2008-09-19 2010-03-25 Kenneth Richard Williams Reinforcing bracket for use with insulated concrete forms
US8015769B2 (en) * 2009-09-23 2011-09-13 Guardian Building Products, Inc. Connector for securing metal roofing components, metal roof assembly, and method of installing a metal roof

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB8614185D0 (en) * 1986-06-11 1986-07-16 C & T Metals Wall tie
GB8722343D0 (en) * 1987-09-23 1987-10-28 Rouston A T Wall ties
GB2212835B (en) * 1987-11-27 1992-07-01 Universal Panels Cavity wall tie
DE9100136U1 (de) * 1990-01-27 1991-03-28 Hebel GmbH Holding, 8089 Emmering Maueranker
GB9017301D0 (en) * 1990-08-07 1990-09-19 Young John K Construction joint former
DE19519925A1 (de) * 1995-05-31 1996-12-05 Bodegraven Bv Flachstahlanker für Mauerwerk und Verfahren zu seiner Herstellung
US9534375B2 (en) 2006-10-30 2017-01-03 Michael Hatzinikolas Wall tie apparatus and method
TWI426169B (zh) * 2011-01-12 2014-02-11 Chun Chen Lin 磚牆結構改良
US20140215958A1 (en) * 2011-09-09 2014-08-07 Hendrik Duyvejonck Holder for a wall tie
US11401709B2 (en) 2017-10-31 2022-08-02 Simpson Strong-Tie Company Inc. Brick tie gap connector

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2898758A (en) * 1955-09-28 1959-08-11 Gateway Engineering Company Anchor slot channel structure
US3389525A (en) * 1967-02-23 1968-06-25 Moody Willard Bruce Prefabricated wall nail-tie assembly
US4021990A (en) * 1976-01-27 1977-05-10 Hohmann & Barnard, Inc. Veneer anchor and dry wall construction system and method
GB2044330A (en) * 1979-02-23 1980-10-15 Asset Building Components Ltd Methods and Devices for Securing or Bracing Structural Members
GB1604941A (en) * 1978-05-26 1981-12-16 Furr D Wall construction method
GB2132073A (en) * 1982-12-13 1984-07-04 Catnic Components Ltd Bracket for anchoring a timber frame building sole plate

Family Cites Families (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB577556A (en) * 1944-11-17 1946-05-22 William Briggs And Sons Ltd Improvements in or relating to fittings for use in the waterproofing of building structures
GB623344A (en) * 1947-05-02 1949-05-16 William Westover Improvements in and relating to metal wall ties
SE330597B (de) * 1967-05-03 1970-11-23 Lectus Ab
GB1575501A (en) * 1976-11-05 1980-09-24 Ellidge A Tie means for brick walls
ZA78948B (en) * 1978-02-17 1979-09-26 R Geraghty A device for use in building
GB2063329B (en) * 1979-11-02 1983-06-29 Catnic Components Ltd Wall-ties
GB2096664A (en) * 1981-04-09 1982-10-20 Durrant Clive Guy Wall tie
US4373314A (en) * 1981-12-10 1983-02-15 Aa Wire Products Company Masonry veneer wall anchor
GB2131858A (en) * 1982-12-13 1984-06-27 Catnic Components Ltd A cramp
GB2131848B (en) * 1982-12-13 1987-01-07 Catnic Components Ltd Wall-ties
GB2147023A (en) * 1983-09-27 1985-05-01 Keysan Ltd Wall tie
GB2154260B (en) * 1984-03-15 1987-09-16 Donald Furr Wall tie device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2898758A (en) * 1955-09-28 1959-08-11 Gateway Engineering Company Anchor slot channel structure
US3389525A (en) * 1967-02-23 1968-06-25 Moody Willard Bruce Prefabricated wall nail-tie assembly
US4021990A (en) * 1976-01-27 1977-05-10 Hohmann & Barnard, Inc. Veneer anchor and dry wall construction system and method
US4021990B1 (de) * 1976-01-27 1983-06-07
GB1604941A (en) * 1978-05-26 1981-12-16 Furr D Wall construction method
GB2044330A (en) * 1979-02-23 1980-10-15 Asset Building Components Ltd Methods and Devices for Securing or Bracing Structural Members
GB2132073A (en) * 1982-12-13 1984-07-04 Catnic Components Ltd Bracket for anchoring a timber frame building sole plate

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3608947A1 (de) * 1986-03-18 1987-10-08 Dausend Hans Werner Vorrichtung zum verankern einer abgehenden mauerwerkswand an einer vorgegebenen wand
EP0252696A2 (de) * 1986-07-03 1988-01-13 Donald Furr Mauerverbinder
GB2194263A (en) * 1986-07-03 1988-03-02 Donald Furr Wall tie device
GB2194263B (en) * 1986-07-03 1990-02-21 Donald Furr Wall tie device
EP0252696A3 (en) * 1986-07-03 1990-05-16 Donald Furr Wall tie device
GB2206139A (en) * 1987-04-21 1988-12-29 Cd Truline Ltd Vertically movable wall tie
GB2206139B (en) * 1987-04-21 1991-04-24 Cd Truline Ltd Wall tying
DE9000919U1 (de) * 1990-01-27 1990-04-05 Hebel GmbH Holding, 8080 Fürstenfeldbruck Maueranker
US20100071306A1 (en) * 2008-09-19 2010-03-25 Kenneth Richard Williams Reinforcing bracket for use with insulated concrete forms
US8015769B2 (en) * 2009-09-23 2011-09-13 Guardian Building Products, Inc. Connector for securing metal roofing components, metal roof assembly, and method of installing a metal roof

Also Published As

Publication number Publication date
GB8517432D0 (en) 1985-08-14
GB2161844B (en) 1988-02-10
GB2162217A (en) 1986-01-29
GB2161844A (en) 1986-01-22
GB2162217B (en) 1988-12-29
GB2161515A (en) 1986-01-15
GB8517433D0 (en) 1985-08-14
GB2161843B (en) 1988-12-29
GB8517434D0 (en) 1985-08-14
GB2161843A (en) 1986-01-22
GB8517435D0 (en) 1985-08-14

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