EP0745741A2 - Linteau en maconnerie avec armature - Google Patents

Linteau en maconnerie avec armature Download PDF

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Publication number
EP0745741A2
EP0745741A2 EP96113715A EP96113715A EP0745741A2 EP 0745741 A2 EP0745741 A2 EP 0745741A2 EP 96113715 A EP96113715 A EP 96113715A EP 96113715 A EP96113715 A EP 96113715A EP 0745741 A2 EP0745741 A2 EP 0745741A2
Authority
EP
European Patent Office
Prior art keywords
masonry
reinforcement
longitudinal
mortar
film
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP96113715A
Other languages
German (de)
English (en)
Other versions
EP0745741A3 (fr
EP0745741B1 (fr
Inventor
Jens Elmenhorst
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.)
Elmenhorst & Co GmbH
Original Assignee
Elmenhorst & Co GmbH
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 DE9217654U external-priority patent/DE9217654U1/de
Priority claimed from DE9300258U external-priority patent/DE9300258U1/de
Priority claimed from DE9306276U external-priority patent/DE9306276U1/de
Application filed by Elmenhorst & Co GmbH filed Critical Elmenhorst & Co GmbH
Publication of EP0745741A2 publication Critical patent/EP0745741A2/fr
Publication of EP0745741A3 publication Critical patent/EP0745741A3/fr
Application granted granted Critical
Publication of EP0745741B1 publication Critical patent/EP0745741B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/70—Drying or keeping dry, e.g. by air vents
    • E04B1/7038—Evacuating water from cavity walls, e.g. by using weep holes
    • E04B1/7046—Evacuating water from cavity walls, e.g. by using weep holes using trays
    • 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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2/04—Walls having neither cavities between, nor in, the solid elements
    • E04B2/06—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position
    • E04B2/10—Walls having neither cavities between, nor in, the solid elements using elements having specially-designed means for stabilising the position by filling material with or without reinforcements in small channels in, or in grooves between, the elements
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • 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
    • E04C2003/023—Lintels

Definitions

  • the invention relates to masonry as a lintel with runner layers and with an underlying runner or roll layer as well as with masonry reinforcement embedded in the horizontal joints in the masonry mortar
  • Form an anchoring system above the masonry reinforcement which brings the stones of the rolling layer attached below the masonry reinforcement to a stop
  • the reinforcement consisting of a supporting element made of longitudinal bars running parallel to one another or in a bed embedded in the horizontally running mortar or cement / mortar bed of the longitudinal joint above the rolling layer
  • Masonry reinforcements are used for large-area walls, over window and door openings (as lintel reinforcement), for non-load-bearing partitions on sagging ceilings, in gable masonry and in mixed masonry. In general, it serves to compensate for the setting behavior of masonry wedges. Shrinkage and swelling processes can create tensile or compressive stresses that exceed the elasticity of the masonry. Insofar as this cannot or should not be remedied by expansion joints, steel grids are embedded in bed joints (horizontal longitudinal joints) in the mortar bed, which usually consist of parallel longitudinal bars with other steel elements connecting them.
  • runner layer In the case of facing lintel reinforcement, there is a so-called runner layer, these are bricks in which the long side runs parallel to the wall alignment in the bricked-up state, a rolling layer in front of which the bricks are on the narrow side.
  • tensile and compressive forces occur, in which the bricks are moved apart at their lower edges, the upper brick edges being pressed towards one another and the lower edges being pushed apart in the underlying roll layer. This results in a force that is conducted into the load-bearing layer, which is to be absorbed via tensile reinforcement.
  • the reinforcement consists of a metal band embedded in the horizontal mortar bed of the longitudinal joint above the runner layer or of at least one longitudinal bar and of brackets placed on the metal band or the longitudinal bar, with their free ends in the mortar bed of the vertical joints of the runner layer below the reinforcement are led.
  • the web connecting the two legs of each bracket has a length that corresponds to the width of the metal tape or the total width of the longitudinal bars. For this reason, it is necessary to keep several bracket sizes in stock in order to match the widths of the metal strips used or to have brackets dimensioned appropriately for the width of two longitudinal bars, because lateral bending of the bracket legs in order to be able to adapt the brackets to different widths of the metal strip or the spacing of two longitudinal bars is not possible, since the width of the bracket webs means that the widths required for the metal strips are specified.
  • the legs of the bracket extending into the mortar bed of the vertical joints of the runner layer do not guarantee a firm hold in the mortar bed, since the runner layer in the area of e.g. a window opening, which forms the lintel lintel, is subject to tensile forces and the hardened mortar bed itself does not provide any additional anchoring for forms the temple.
  • EP-A-0 340 840 describes a reinforcement system for a wall made of masonry with a horizontal reinforcement to be inserted into the mortar bed, wherein vertical reinforcement elements are provided, which are inserted into vertical recesses or openings in the masonry stones, the height or the length the vertical reinforcement corresponds approximately to the height of at least two stacked bricks.
  • the vertical reinforcements are arranged on the horizontal reinforcement in at least one vertical direction and are firmly connected to it.
  • the known reinforcement device cannot be used as masonry reinforcement with a static load-bearing effect in the lintel area for facing lintels and with wire brackets that can be connected or suspended with the reinforcement and are open at the top for the production of statically cantilever systems, such as facing lintels.
  • a device for receiving a prefabricated beam for covering openings on a masonry consists of a lintel which has a stone-like load-bearing core with inserted reinforcing bars, but which are not embedded in a horizontally running mortar bed and which are not are in operative connection with brackets lying in vertical mortar beds.
  • the pressure-bearing stones of the runner layer above the reinforcement form an anchoring system that stops the stones of the rolling layer underneath the reinforcement, the reinforcement consisting of parallel longitudinal bars as well as
  • the reinforcement consisting of parallel longitudinal bars as well as
  • the full-surface steel elements, such as reinforcement plates are perpendicular to the joint plane or the plane in which the parallel longitudinal bars lie.
  • this reinforcement is that the tensile and compressive forces that occur are routed more evenly into the masonry.
  • the facing lintels or the grenadiers
  • the load is connected across the first layer, with the upper stones under tension.
  • each plate end will preferably end on one of the longitudinal bars.
  • the slabs are essentially U-shaped, which means that they can be used in an excellent manner for vertical joints in runner layers as well as in roll layers and create the largest possible surface area between the steel reinforcement elements and the mortar.
  • the plates can be releasably clamped to the longitudinal bars, there is the further advantage that the plates can be arranged at any distance from one another and at any desired location. In this way, an individual reinforcement can be created which is adapted to the actually occurring compressive and tensile forces or stresses.
  • the plate ends are hook-shaped, preferably in such a way that the curvature of the hook-shaped end is matched to the longitudinal rod diameter. This ensures that the plates can be easily hung at predetermined locations.
  • a further improvement with regard to the stabilization of the position of the plates relative to the longitudinal rods results if the plates are clamped onto the longitudinal rods under a prestress and / or the hook-shaped ends of the plates can be clamped onto the longitudinal rods by a snap lock.
  • the clamping of the plate ends in the longitudinal rods is further supported in that the engagement elements on the plates are resiliently elastic.
  • the plates are also fastened by bending the engagement elements around the longitudinal bars or on a metal band.
  • a different length of the plates creates the possibility that, for example, plates of different lengths are used upwards and downwards.
  • a plate reaching into the runner layer may also have a longer dimension, the plate section protruding from the runner layer then simply being bent over.
  • the base piece of the U-shaped plate is preferably shorter than the distance between the parallel longitudinal bars.
  • At least part of the plate preferably extends into the adjacent mortar or cement / mortar joint lying parallel to the longitudinal joint. This means a length of the slab that corresponds to the height of a stone plus the joint width.
  • the longitudinal bars consist of ribbed steel bars, which, according to a further embodiment of the invention, are connected to one another by transverse bars.
  • the cross bars can preferably be arranged at an equististant distance from one another.
  • lintel waterproofing membranes are provided, which are integrated at one end in the mortar or cement / mortar bed and which consist of a film, the end section of which extends in the longitudinal direction of the film web is provided with a connection profile in order to ensure secure anchoring in the mortar bed of the joint between to reach two runners.
  • This connection profile is used to hold plastic films as lintel waterproofing membranes that drain the water behind the facade, for example above the windows.
  • the film is integrated in the grout in order to achieve a better bond with the mortar.
  • the structure of the facing lintel is therefore not cut by the film.
  • the other free end of the plastic film which is preferably embedded in a loop, is connected to the lintel lintel elements mechanically or by gluing.
  • the plates can also be made of flat steel or at least partially plastic-coated, for example to avoid corrosive attacks.
  • Ribbed steel bars are preferably used for the longitudinal and / or transverse bars.
  • the longitudinal and / or transverse bars can be made of flat steel. Regardless of the shape of the parts mentioned, they can be at least partially plastic-coated in order to achieve corrosion protection.
  • the masonry reinforcement 100 that can be built into a lintel 200 designed as a finished component consists of parallel longitudinal bars 10 and 11, which are connected by transverse bars 12 arranged equidistantly here at a distance a.
  • the longitudinal bars 10 and 11 have a diameter d of, for example, 4 mm. This diameter corresponds to the diameter of the plate-shaped body 13 and the cross bars 12, so that one and the same starting material can be accessed. However, the diameters can also be selected to be of different sizes.
  • the plates 13 are perpendicular to the plane determined by the longitudinal and transverse bars 10 to 12 and have different heights h, depending on whether they are used as an independent component for the grenadiers, ie for the roll layer, or for the runner layer of the lintel lintel should (Fig.1).
  • the distance between the longitudinal bars b also determines the distance between the free ends of the substantially U-shaped profile, the plate ends 14 being hook-shaped so that they can be pushed over the longitudinal rods or can be snapped into place. If necessary, the plates can also be under tension. In the present case, the plate ends 14 each engage on the opposite inner sides of the longitudinal bars 10, 11.
  • the reinforcement 100 consisting of the longitudinal bars 10, 11 and the plates 13 need not be designed in the form of a lattice. It is also possible to use two single bars that are bent and anchored in the support area of the facing lintel in the side masonry.
  • FIG. 1 and 3 show typical facing lintels with runners 15 and grenadiers 16.
  • the pair of longitudinal bars 10, 11 are embedded in a mortar layer 17 which lies between the grenadiers 16 and the runners 15 lying above them.
  • the inclusion of the film 20 in the Mortar bed of the joint takes place only with a short film end section, which preferably has a width that corresponds to a third or a quarter of the joint depth.
  • the film 20 serves as a lintel sealing membrane and drains the water behind the facade above the windows.
  • the free end of the film 21 is mechanically attached or glued to the ceiling.
  • the length e of a grenadier 16 is greater than the height h of a plate 13, while the shorter plates which project upwards can also have a height which is greater than the height of the narrow side of a runner.
  • connection profile for anchoring the film 20 can be designed in a variety of ways.
  • the task of the connection profiling is to anchor the film 20 in the mortar of the joint 18, the film 20 only engaging with a short section in the mortar of the joint 18 in order not to impair the bond between the two runner layers.
  • connection profile consists of an angle profile 19, which is connected with one leg to the film 20, while the other leg engages in the mortar of the joint 18.
  • the angle profile 19, which can also be provided with a perforation, consists of plastic or another corrosion-resistant material.
  • the end of the film 20 can be used as the connection profile a round rod 221 running in the longitudinal direction of the film, which is connected to the film 20 in the film end section 20a (FIG. 4).
  • the round bar 221 which can also have a different cross-sectional profile, is pushed through a loop 20b formed on the film end section 20a, which is obtained by the double-layered nature of the film end section 20a, whereby for easier insertion of the round bar 221 into the loop 20b or into the space between the two the area of the double-layered film web sections lying above one another can be provided with recesses 20c arranged at intervals from one another (FIG. 5).
  • the round rod 221 is placed on the film end section 20a and glued or welded to the film, the round rod being made of plastic or a suitable corrosion-resistant material.
  • the end section 20a of the film 20 is provided with a perforation 222.
  • the foil itself consists of plastic or another suitable foil-like material, it also being possible to use metal foil. Sandwich films made of a plastic film and a metal film can also be used.
  • a blank 223 made of a fabric or a nonwoven can be placed on the film end section 20a according to FIG. 8, this blank 223 being glued or welded to the film 20.
  • FIG. 9 it is also possible to connect a cut 223a made of a woven or nonwoven fabric to the end section 20a of the film 20 and to connect it to the film 20, this blank 223a is then anchored in the mortar of the joint 18 when the lintel membrane is attached.
  • Wide-mesh fabrics and coarsely structured nonwovens are advantageously used in order to achieve a good bond with the mortar of the joint 18.
  • the masonry reinforcement 100 consists of two longitudinal bars 110, 111 and transverse bars 112 which are arranged parallel to one another and which connect the longitudinal bars to one another by an equidistant distance a (FIG. 12).
  • Longitudinal bars 110, 111 and transverse bars 112 have the same diameter b, these transverse bars 112 also having a spacer function in order to hold the longitudinal bars 110, 111 of the reinforcement 100 in the middle of the mortar bed.
  • An end bearing plate 113 (FIGS. 10 and 11) is arranged on the end of the masonry reinforcement 100 (FIGS. 10 and 11), which is welded on and has a length which corresponds approximately to the distance between the longitudinal bars 110 and 111.
  • the protrusion is so large that the weld seam 114 offers sufficient hold.
  • the angle profile anchor 150 serves to shorten the embedment depth of the masonry reinforcement 100 in the masonry.
  • the angle profile anchor 150 consists of a first vertical leg 151, which is provided with two vertical longitudinal slots 152 and 153, which serve to receive the two longitudinal bars 110 and 111 of the masonry reinforcement 100.
  • the length of the longitudinal slots 152, 153 corresponds to the height of the leg 151.
  • the leg 151 is adjoined by the horizontally lying web plate 154, which merges at a right angle into a second leg 155, which is directed downward and runs parallel to the said first leg 151.
  • the two legs 151, 155 of the angle profile anchor 150 extend in opposite directions and, like the web plate 154, have the same lengths and preferably the same widths.
  • the second leg 155 is provided with a bore 156 so that it can be additionally anchored in the masonry by means of a mechanical connection, such as a bolt 157, for example.
  • the angle profile anchor 150 is placed from below onto the longitudinal bars 110, 111 of the masonry reinforcement 100, so that the longitudinal bars 110, 111 slide in the longitudinal slots 152, 153 of the leg 151 of the angle profile anchor until the longitudinal bars 110, 111 rest on the web plate 154.
  • the angular profile anchor 150 is then shifted on the longitudinal bars 110, 111 until it abuts a cross bar 112 of the masonry reinforcement 100 in the direction of the arrow X (FIG. 12).
  • the upward leg 151 then engages in the joint 115 'between two runners 115 of a runner layer, while the downward leg 155 in the joint 116'a between two Stones 116a of the masonry that laterally delimits the grenadier layer.
  • Both legs 151, 155 are mortared in the joints.
  • An additional anchoring takes place in the masonry by means of a bolt 157, the bolt 157 being guided through the opening 156 in the leg 155 of the angle profile anchor 150 (FIG. 13). This is secured by the last suspended bricks, the angled leg 155 being supported on the crossbar 112 of the masonry reinforcement 100.
  • the vertical plate 151 of the angle profile anchor 150 is so large that high pressures can be absorbed.
  • the support plate 154 of the angle profile anchor 150 rests on a cross bar 112 or the end support plate 113 of the reinforcement.
  • the possible height adjustment of the end anchoring device allows the load to be shifted into the lintel lintel.
  • the anchoring can also be in a staggered arrangement between two rotor layers 130 and 131 and between the rotor layer 130 and the layer of grenadiers 116.
  • the respective reinforcement is labeled 100 or 100 '.
  • the device according to the invention is characterized in that it can be used as a modular system. It is highly economical, requires little steel, has a high degree of flexibility and great adaptability, in particular due to the removable part 150 and the connectivity of the individual masonry reinforcements.
  • the plate-shaped bodies 13 used are provided on both sides with engagement elements 13a, 13b for engaging in the longitudinal bars 10, 11 of the reinforcements, these engagement elements being designed to be resilient and elastic in order to achieve a corresponding clamping effect.
  • the plates 13 are provided with openings or outer wall profiles in order to prevent the mortar of the vertical joints from slipping out of the joint.
  • the full-surface, plate-shaped body 13 is provided with an angled section 13d at its end section 13c facing away from the engagement elements 13a, 13b.
  • the plate-shaped body 13 according to FIG. 16 can be provided with a sawtooth-like profile 13f on its outer longitudinal edges 13e, 13e '.
  • the leg ends 13g, 13g ' can be of elongated design in order to be able to fasten the plate-shaped body 13 to the supporting elements of the reinforcement system by bending the leg ends 13g, 13g'.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Retaining Walls (AREA)
EP96113715A 1992-12-24 1993-11-05 Linteau en maçonnerie Expired - Lifetime EP0745741B1 (fr)

Applications Claiming Priority (9)

Application Number Priority Date Filing Date Title
DE9217654U DE9217654U1 (fr) 1992-12-24 1992-12-24
DE9217654U 1992-12-24
DE9300258U DE9300258U1 (fr) 1992-12-24 1993-01-12
DE9300258U 1993-01-12
DE9306276U 1993-04-26
DE9306276U DE9306276U1 (fr) 1993-04-26 1993-04-26
DE9306749U DE9306749U1 (fr) 1992-12-24 1993-05-05
DE9306749U 1993-05-05
EP19930117976 EP0603517B1 (fr) 1992-12-24 1993-11-05 Maçonnerie pour linteau avec armature et dispositif de suspension relatif

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP93117976.6 Division 1993-11-05
EP19930117976 Division EP0603517B1 (fr) 1992-12-24 1993-11-05 Maçonnerie pour linteau avec armature et dispositif de suspension relatif

Publications (3)

Publication Number Publication Date
EP0745741A2 true EP0745741A2 (fr) 1996-12-04
EP0745741A3 EP0745741A3 (fr) 1996-12-18
EP0745741B1 EP0745741B1 (fr) 2000-04-19

Family

ID=27436467

Family Applications (3)

Application Number Title Priority Date Filing Date
EP96113715A Expired - Lifetime EP0745741B1 (fr) 1992-12-24 1993-11-05 Linteau en maçonnerie
EP96107627A Expired - Lifetime EP0737786B1 (fr) 1992-12-24 1993-11-05 Linteau en maçonnerie avec élément support
EP19930117976 Expired - Lifetime EP0603517B1 (fr) 1992-12-24 1993-11-05 Maçonnerie pour linteau avec armature et dispositif de suspension relatif

Family Applications After (2)

Application Number Title Priority Date Filing Date
EP96107627A Expired - Lifetime EP0737786B1 (fr) 1992-12-24 1993-11-05 Linteau en maçonnerie avec élément support
EP19930117976 Expired - Lifetime EP0603517B1 (fr) 1992-12-24 1993-11-05 Maçonnerie pour linteau avec armature et dispositif de suspension relatif

Country Status (3)

Country Link
EP (3) EP0745741B1 (fr)
DE (3) DE59307015D1 (fr)
DK (1) DK0603517T3 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0833014A2 (fr) * 1996-09-27 1998-04-01 Elmenhorst & Co. GmbH Système d'armature pour maçonnerie

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29713212U1 (de) * 1997-07-24 1997-09-11 Frings Baubedarf Gmbh & Co Kg Mauerwerksbewehrung
NL1010572C2 (nl) 1998-11-17 2000-05-18 Bekaert Sa Nv Wapeningsbeugel voor toepassing in metselwerk alsmede aldus gevormd metselwerk.
LT5515B (lt) 2006-12-14 2008-09-25 Uždaroji akcinė bendrovė "Bautopas" Apdailos mūro plytinė angos sąrama
BE1023650B1 (nl) * 2015-11-04 2017-06-06 Jaro Bvba Systeem voor het ophangen van een buitenmuur, werkwijze en set van delen

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH125649A (de) * 1927-08-13 1928-05-01 Servalli Hofstetter August Armiertes Blocksteinmauerwerk.
US2361828A (en) * 1942-01-23 1944-10-31 Drayer Donald Hudson Lintel
US3309828A (en) * 1963-02-04 1967-03-21 Charles J Tribble Tie assembly for faced masonry wall structures
GB2014640A (en) * 1978-02-17 1979-08-30 Geraghty R C A Device for Use in Building
GB2016573A (en) * 1978-03-14 1979-09-26 Brunswick Sales Method and apparatus for constructing an opening in brickwork
DE2836781A1 (de) * 1978-08-23 1980-03-06 Willi Clavey Vorrichtung zur aufnahme eines fertigbalkens zum ueberdecken von oeffnungen am mauerwerk
GB2078819A (en) * 1980-06-24 1982-01-13 Catnic Components Ltd Cavity-wall arch support
EP0340840A1 (fr) * 1988-05-05 1989-11-08 N.V. Bekaert S.A. Maçonnerie avec un dispositif de renforçage
DE9306276U1 (fr) * 1993-04-26 1993-06-17 Elmenhorst & Co Gmbh, 2000 Schenefeld, De

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH125649A (de) * 1927-08-13 1928-05-01 Servalli Hofstetter August Armiertes Blocksteinmauerwerk.
US2361828A (en) * 1942-01-23 1944-10-31 Drayer Donald Hudson Lintel
US3309828A (en) * 1963-02-04 1967-03-21 Charles J Tribble Tie assembly for faced masonry wall structures
GB2014640A (en) * 1978-02-17 1979-08-30 Geraghty R C A Device for Use in Building
GB2016573A (en) * 1978-03-14 1979-09-26 Brunswick Sales Method and apparatus for constructing an opening in brickwork
DE2836781A1 (de) * 1978-08-23 1980-03-06 Willi Clavey Vorrichtung zur aufnahme eines fertigbalkens zum ueberdecken von oeffnungen am mauerwerk
GB2078819A (en) * 1980-06-24 1982-01-13 Catnic Components Ltd Cavity-wall arch support
EP0340840A1 (fr) * 1988-05-05 1989-11-08 N.V. Bekaert S.A. Maçonnerie avec un dispositif de renforçage
DE9306276U1 (fr) * 1993-04-26 1993-06-17 Elmenhorst & Co Gmbh, 2000 Schenefeld, De

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0833014A2 (fr) * 1996-09-27 1998-04-01 Elmenhorst & Co. GmbH Système d'armature pour maçonnerie
EP0833014A3 (fr) * 1996-09-27 1999-08-18 Elmenhorst & Co. GmbH Système d'armature pour maçonnerie

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Publication number Publication date
EP0603517A1 (fr) 1994-06-29
EP0745741A3 (fr) 1996-12-18
DE59310015D1 (de) 2000-05-25
EP0737786A1 (fr) 1996-10-16
DK0603517T3 (da) 1997-10-27
EP0603517B1 (fr) 1997-07-30
EP0745741B1 (fr) 2000-04-19
EP0737786B1 (fr) 2000-05-03
DE59310029D1 (de) 2000-06-08
DE59307015D1 (de) 1997-09-04

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