EP0833014B1 - Système d'armature pour maçonnerie - Google Patents

Système d'armature pour maçonnerie Download PDF

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Publication number
EP0833014B1
EP0833014B1 EP19970115663 EP97115663A EP0833014B1 EP 0833014 B1 EP0833014 B1 EP 0833014B1 EP 19970115663 EP19970115663 EP 19970115663 EP 97115663 A EP97115663 A EP 97115663A EP 0833014 B1 EP0833014 B1 EP 0833014B1
Authority
EP
European Patent Office
Prior art keywords
bars
shackle
masonry
mortar
reinforcement
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.)
Expired - Lifetime
Application number
EP19970115663
Other languages
German (de)
English (en)
Other versions
EP0833014A3 (fr
EP0833014A2 (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 Bauspezialartikel & Cokg GmbH
Original Assignee
Elmenhorst Bauspezialartikel & Cokg GmbH
ELMENHORST BAUSPEZIALARTIKEL G
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 DE29616856U external-priority patent/DE29616856U1/de
Priority claimed from DE29714888U external-priority patent/DE29714888U1/de
Application filed by Elmenhorst Bauspezialartikel & Cokg GmbH, ELMENHORST BAUSPEZIALARTIKEL G filed Critical Elmenhorst Bauspezialartikel & Cokg GmbH
Publication of EP0833014A2 publication Critical patent/EP0833014A2/fr
Publication of EP0833014A3 publication Critical patent/EP0833014A3/fr
Application granted granted Critical
Publication of EP0833014B1 publication Critical patent/EP0833014B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • 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
    • 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 a reinforcement arrangement for embedding in a Masonry, according to the preamble of claim 1.
  • Masonry reinforcements are used for large-area walls, over window and door openings (as lintel reinforcement), at non-load-bearing partitions on sagging ceilings, in Pediment and mixed masonry. In general, it serves that Settling behavior of masonry wedges. Through vibration and Swelling processes can create tensile or compressive stresses, which exceed the elasticity of the masonry. So far not remedy here Expansion joints can or should be created in bed joints (horizontal longitudinal joints) embedded in the steel grid mortar bed, most of them made of parallel longitudinal bars connecting them Steel elements exist.
  • runner layer In the case of facing lintel reinforcement, there is a so-called runner layer, these are bricks, which in the bricked up state Long sides run parallel to the wall alignment, additionally a rolling layer in front of which the bricks are on the narrow side.
  • existing masonry occur tensile and Pressure forces on which the bricks are at their bottom Edges are moved apart, being in the underlying roll layer the upper brick edges pressed together and the lower Edges are pushed apart. This results in an the load-bearing layer is guided by force that is absorbed by tensile reinforcement is.
  • a reinforcement arrangement according to the preamble of claim 1 is known from DE 295 18 134 U, which is a reinforcement arrangement discloses, in the U-shaped bracket, the free leg ends of a horizontal crossbar are connected in the longitudinal bars of the reinforcement be attached, which presupposes that when installing the reinforcement first lay the longitudinal bars of the reinforcement in the mortar bed have to be in order to be able to hang the brackets.
  • brackets move into the longitudinal bars after they have been hung up the reinforcement cannot be supported on the stones of the stone layer, so the temples are not secured in place since the temples are not outside the angled sections of the surface formed by the bracket have, with which the bracket can be supported on the stones.
  • the reinforcement consists of both parallel longitudinal bars as well as from perpendicularly arranged, arcuate extending into the rotor layer and into the rolling layer Iron or plates, which are in the runner layer of the Lintel led bracket up to the neighboring parallel to the Stretch the longitudinal joint of the mortar or cement / mortar joint.
  • the Brackets can be releasably clamped to the longitudinal bars.
  • the temple ends hook-shaped; the brackets themselves are under tension clamped on the longitudinal bars of the reinforcement system.
  • DE 93 06 276 U describes a masonry interception device with a horizontal masonry reinforcement embedded in a wall joint in masonry mortar, via a vertically arranged connecting part can be connected to the masonry with a masonry anchor.
  • the masonry reinforcement made of parallel bars using cross bars connected longitudinal rods and transverse repositories and / or brackets with storage plates, at least one of the Support plates a vertical leg with a vertical as well threaded rod to the support plate for fastening a Has connecting part.
  • DE 44 38 437 A is a method and device for reinforcing Remove masonry through masonry openings.
  • the procedure for Reinforcement of clinker or masonry over window openings or the like, especially for the reinforcement of rolling layers with a wire or band-shaped reinforcement rail, fastened to the connecting elements that are fastened in the vertical mortar joints consists of that the rolling layer with the fasteners on an assembly support is bricked up in the masonry opening, after which the wire or band-shaped reinforcement bar over the Rolling layer is laid. Then the fasteners with the Reinforcement rail connected in a form-fitting manner.
  • the device to carry out this method is that the connecting elements are sheet-shaped and at least two Have retaining tabs that are bent during assembly and that thus overlap the reinforcement bar.
  • the known reinforcement arrangements or reinforcement systems are designed so that horizontal reinforcement bars are used, these are not fixed in their spacing, but after insertion into the mortar layer of a horizontal joint when attaching the stirrups or holding elements can move, if not special additional Measures are taken.
  • US-A-2,361,828 is masonry with embedded reinforcement known, wherein to produce a composite between Pressure and / or tensile zones of the facing lintel that bear pressure Anchoring system stones of the runner layer above the reinforcement form that the stones of a runner layer attached below the reinforcement stops.
  • the reinforcement consists of an horizontal mortar bed of the longitudinal joint above the runner layer embedded metal band or from at least one longitudinal rod and from placed on the metal strip or the longitudinal bar and from these worn brackets, which have their free ends in the mortar bed of the vertical joints of the runner layer below the reinforcement are led. If the reinforcement consists of a metal band or two or three longitudinal bars, then the two legs of each bracket connecting web on a length that the width of the metal strip or corresponds to the total width of the longitudinal bars.
  • EP-A-0 340 840 describes a reinforcement system for a wall masonry with a horizontal alarm to be inserted in the mortar bed, wherein vertical reinforcement elements are provided, which in vertical indentations or openings in the masonry are, the height or length of the vertical reinforcements about the height of at least two masonry stones lying one above the other equivalent.
  • the vertical reinforcements are at least arranged in a vertical direction on the horizontal reinforcement and with this firmly connected.
  • the known reinforcement device cannot be used as masonry reinforcement with a static load-bearing effect in the lintel area for facing lintels and can be connected to the reinforcement or hung in, open at the top Wire brackets for the production of statically self-supporting systems, like facing falls.
  • a device for receiving a finished beam for covering Openings on a masonry consist of DE-A-28 36 781 a lintel that has a stone-like load-bearing core with inserted reinforcing bars has, however, not in a horizontal Mortar bed are embedded and not in operative connection with in vertical The stirrups lying on the mortar bed.
  • connection to the support elements results from that the temple ends of the one-piece bracket are loop-shaped with parallel to the horizontal cross piece and perpendicular to the vertical legs extending loops are formed, with a End of each loop with one end of the horizontal crosspiece and the other end of each loop connected to the vertical leg is where the temple ends are facing each other and form an opening between them, the longitudinal rods of the Support element in the of the loops of the bracket and the horizontal Cross piece formed slot-like openings from the inside to the outside are insertable.
  • the pressure-bearing stones of the runner layer an anchoring system above the reinforcement that the below the reinforcement attached to the stones of the rolling layer to stop, the reinforcement consisting of parallel longitudinal bars as well from perpendicularly arranged in the runner layer and / or in the rolling layer extending, bow-shaped bodies, where the led into the runner layer of the lintel Bracket preferably up to the adjacent, parallel to Longitudinal lying mortar or cement / mortar joint can extend.
  • the brackets are perpendicular to the joint plane or the plane in which the Support element or the parallel longitudinal rods are.
  • the special one The advantage of this reinforcement is that the tensile and Pressure forces are more evenly directed into the masonry, in particular the veneer lintels (or the grenadiers) will break out prevents masonry.
  • the load is connected via the first layer, with the upper stones under tension.
  • a metal band can also be used or a mesh for the manufacture of the reinforcement system be used.
  • the use of is particularly advantageous Ironing from a plastic, especially one, a high Rigid plastic, which still has a certain resilience Has elasticity, whereby the pinching of the bracket in the support element is simplified and improved.
  • the shaped elements are in an adjacent, parallel to Mortar or cement / mortar joint lying in the longitudinal joint. Thereby In addition to a firm bond, the mortar is held firmly in the joints achieved.
  • At least part of the bracket extends into the adjacent, Mortar or cement / mortar joint lying parallel to the longitudinal joint. This means a length that is the height of a stone plus the joint width.
  • the longitudinal bars are made of ribbed steel bars or plastic rods, these after further training are connected by cross bars.
  • the cross bars can preferably be arranged at an equidistant distance from one another.
  • Ribbed or smooth are preferred for the longitudinal and / or transverse bars
  • Steel rods or plastic rods are used.
  • the Longitudinal and / or cross bars made of flat steel or a flat plastic profile consist.
  • the stirrups are expediently made of rods, flat steel, a fabric, twisted rods or ribbed rods and / or the supporting elements made from spirally twisted rods.
  • FIG. 1 there is a finished component trained lintel 150 installable reinforcement arrangement 100 from a support element 90 from parallel longitudinal rods 10 and 11, which are connected by equidistantly spaced transverse bars 12 could be.
  • the longitudinal bars 10 and 11 have a diameter of, for example, 4 mm.
  • This diameter corresponds to the diameter of the cross bars 12, so that one and the same source material can be accessed. However, the diameters can also be selected to be of different sizes.
  • the brackets 200 are perpendicular to that through the longitudinal and transverse bars 10 to 12 certain levels and have different heights, depending on whether they are for the Grenadiers, d. H. for the rolling layer, or for the Runner layer of the lintel 150 used as an independent component should be (Fig. 1).
  • the distance between the longitudinal bars determines also the distance between the free ends of the substantially U-shaped profile the bracket 200 so that they are pushed over the longitudinal bars can or can be snapped there.
  • the from the longitudinal bars 10, 11 and the stirrups 200 existing reinforcement arrangement 100 need not be grid-shaped.
  • Longitudinal bars 10, 11 can also be a metal band, a perforated band or a mesh are used, the used as support elements 90 Parts can also consist of plastic.
  • Fig. 1 shows typical facing lintels with runners 15 and grenadiers 16.
  • the pair of longitudinal bars 10, 11 is embedded in a mortar layer 17, those between the Grenadiers 16 and the runners lying above them 15 lies.
  • stirrups 200 projecting downwards while standing up in the vertical joints between each runner block
  • the stirrups 200 protrude, other length measurements also being carried out can be.
  • the upstanding stirrups 200 reach up to in the nearest mortar layer 18 between two runners, where they start border a lintel membrane from a film that in one End section in the mortar of the joint 18 between two runner layers embedded and by means of a connection profile with the mortar the joint 18 is connected by anchoring.
  • the bracket 200 is on his Ends are hook-shaped and provided with engagement elements.
  • Bracket joints of the stones can be arranged as required Brackets can be aligned with the position of the butt joints.
  • the bracket 200 serves two stones.
  • the bracket 200 according to the invention shown in FIG. 2 comprises two vertical legs 210 and 212 and a horizontal crosspiece 214.
  • the horizontal crosspiece 214 is on both sides via a loop-like structure 216 and 218 each connected to a leg 210 and 212.
  • the loop-like Structures form two overlapping sections 216 and 218, which are between them and the horizontal cross piece 214 form a slot-like opening 220, which has an opening between the loops 216 and 218 is accessible or open.
  • the sections 216, 218 of the bracket 200 which are designed in the form of loops can, however, also have a configuration that differs from FIG. 2, namely an embodiment in which the upper ends of the legs 210, 212 merge into approximately annular sections that over the cross bar 214 are connected, the annular portions so are angled outwards so that when installing this bracket 200 these annular sections on the head of each adjacent one Support the stone.
  • the ring-shaped sections are designed that the longitudinal bars 10, 11 of the support element 90 are passed through can.
  • the loops overlap the horizontal ones during assembly Longitudinal bars 90 of the reinforcement.
  • the longitudinal bars 90 are between the web 214 and the overlapping loops 216 and 218 of the bracket 200 in the opening 220 held clamped.
  • the longitudinal bars are used during assembly 90 between the opposite ends of the two Loops 216 and 218 inserted and in the direction of the arrow x, as above explained, clamped on the bracket 200, d. H. held by means of a press fit. At the same time, this is the distance between the two longitudinal bars 90 set.
  • the web or the horizontal cross piece 214 comes below the Longitudinal bars to lie, as can be seen in particular from Fig. 3, where the bracket 200 abuts a stone 226 and the rods 90 through the stone the web 214 are spaced.
  • FIG. 4 shows the bracket 200 designed according to FIG. 2 after assembly on the head K of a stone S of a grenadier layer, the support loop-like sections 216, 218 on the head of the stone and so the bracket 200 is held.
  • the rod guide and - turn to this loop formation is such that of the rod sections 216a, 216b an approximately horizontal surface F1 and from the rod sections 216a, 216c a vertical surface F2 is formed.
  • the loop-shaped section 218 corresponds to the loop-shaped Sections 216, 218 are connected to one another and form the crossbar 214 (Figs. 2 and 4).
  • connection and mounting of the bracket 200 takes place on longitudinal bars 10, 11 of the support element 20, which through the loop-like sections 216, 218 of the bracket 200 are pushed or pulled through.
  • This Longitudinal rods 10, 11, which in the form of wire rods a z. B. 50 m roll 450 of a corresponding wire pulled off and cut to length are used (Fig. 5).
  • bracket 200 in the framework of the reinforcement arrangement according to the invention takes place in such a way that a grenadier layer is bricked will (Fig. 6).
  • a grenadier layer is bricked will (Fig. 6).
  • two longitudinal rods 10, 11 or drain wires in length the clear width plus mutual embedment depth in the loop-shaped Sections or clamp eyes 216, 218 of the bracket 200 are placed, whereupon then the mortar bed is used up and the walling is made will (Fig. 7).
  • the two legs 210 and 212 of the bracket 200 are, as in FIG. 2 shown, parallel at right angles to the crossbar 214. It is also possible for an additional hold the free ends 222 and 224 of the stirrup legs 210 and 212 turn towards each other (Fig. 8A) or outwards turn (Fig. 8B) or facing each other with approximately U-shaped Bend design of the end portions (Fig. 8C), with all Embodiments in addition to round steels also flat steels are used can.
  • the free ends of the stirrup legs can also match each other be turned towards, the bent end sections then overlap each other (Fig. 8D). Also, the free ends of the Stirrup legs or even these themselves spiral, d. H. corkscrew shaped be formed (Fig. 8E).
  • the free ends of the stirrup legs 210, 212 can also be bent according to FIG. 8F, in which case the bent sections lie one above the other.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Road Paving Structures (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Claims (8)

  1. Système d'armature (100) pour encastrer dans un ouvrage de maçonnerie, l'ouvrage de maçonnerie étant un linteau de parement avec des assises en panneresses et avec une assise en panneresses ou une assise de briques posées sur chant sous jacente, cependant que, de plus, les briques portant en poussée de l'assise en panneresses formant un système d'ancrage au-dessus du système d'armature (100) pour réaliser un ensemble composite entre des zones de poussée et/ou de traction du linteau de parement, système d'ancrage qui fait tenir les briques de l'assise de briques posées sur chant mises en place au-dessous du système d'armature (100) et qui evenloppe partiellement ou entièrement le mortier, le système d'armature (100) comprenant de plus un élément de support (90) qui peut être encastré dans le lit de mortier ou de ciment/mortier placé horizontalement d'un joint longitudinal au-dessus de l'assise de briques posées de chant et qui consiste en des barres longitudinales (10, 11) parallèles les unes aux autres, une bande de métal ou un tissu de mailles, et comprenant des éléments moulés qui peuvent être encastrés dans le lit de mortier ou de ciment/mortier de joints verticaux entres les briques de l'assise de briques posées sur chant ou de l'assise de panneresses et qui sont placés sur l'élément de support (90) en position d'utilisation vers le haut et/ou vers le bas, chaque élément moulé étant composé d'un étrier (200) avec deux montants verticaux en position d'utilisation (210, 212) et d'une pièce transversale horizontale en position d'utilisation (214), des extrémités d'étrier (216, 218), qui sont placées en position d'utilisation pour des étriers (200) allant vers le haut en bas sur ceux-ci et qui sont placées pour des étriers (200) allant vers le bas en haut sur ceux-ci, sont reliées à la pièce transversale horizontale (214) de telle manière qu'une ouverture de type fente (220) est formée entre les extrémités d'étrier (216, 218) et la pièce transversale horizontale (214) pour les éléments de support (90),
    caractérisé en ce que les extrémités d'étrier (216,218) de l'étrier configuré en une pièce (200) sont configurées en forme de boucle avec des boucles parallèles à la pièce transversale horizontale (214) et à angle droit avec les montants verticaux (210, 212), une extrémité de chaque boucle étant reliée à une extrémité de la pièce transversale horizontale (214) et l'autre extrémité respective de chaque boucle étant relié au montant vertical (210, 212), les extrémités d'étrier (216, 218) étant orientées en étant tournées l'une vers l'autre et formant une ouverture entre elles, les barres longitudinales (10, 11) de l'élément de support (90) pouvant être mises en place de l'intérieur vers l'extérieur dans les ouvertures de type fente (220) configurées par les boucles de l'étrier (200) et la pièce transversale horizontale (214).
  2. Système d'armature selon la revendication 1,
    caractérisé en ce que l'étrier (200) est recourbé à partir d'un fil d'acier ou d'une tige ou d'une barre ou est constitué en acier feuillard ou en acier plat.
  3. Système d'armature selon l'une des revendications 1 et 2,
    caractérisé en ce que des extrémités inférieures (222, 224) des montants verticaux (210, 212) détournées de la pièce transversale horizontale (214) sont tournées l'une vers l'autre ou sont pliées ou recourbées vers l'extérieur.
  4. Système d'armature selon l'une des revendications 1 à 3,
    caractérisé en ce que les montants verticaux (210, 212) sont parallèles l'un à l'autre et sont constitués par un rond ou un plat et sont configurés lisses, en forme de spirale ou d'onde.
  5. Système d'armature selon l'une des revendications 1 à 4,
    caractérisé en ce que l'étrier (200) est fabriqué en barres, acier plat, en tissu, en barres tordues ou en barres nervurées.
  6. Système d'armature selon l'une des revendications 1 à 5,
    caractérisé en ce que les barres longitudinales (90 ; 10, 11) sont fabriquées en barres tordues en forme de spirale.
  7. Système d'armature selon l'une des revendications 1 à 6,
    caractérisé en ce que les montants verticaux (210, 212) de l'étrier (200) ou les extrémités de montants sont fabriquées en barres tordues en forme de spirale.
  8. Système d'armature selon l'une des revendications 1 à 7,
    caractérisé en ce que l'élément de support (80) est constitué par un treillis d'armature, des barres plates, des barres rondes, un tissu de mailles ou des barres individuelles en un matériau métallique ou synthétique.
EP19970115663 1996-09-27 1997-09-10 Système d'armature pour maçonnerie Expired - Lifetime EP0833014B1 (fr)

Applications Claiming Priority (6)

Application Number Priority Date Filing Date Title
DE29616856U 1996-09-27
DE29616856U DE29616856U1 (de) 1996-09-27 1996-09-27 Bewehrungsanordnung für ein Mauerwerk
DE29704308U 1997-03-10
DE29704308U DE29704308U1 (de) 1996-09-27 1997-03-10 Bewehrungsanordnung für ein Mauerwerk
DE29714888U 1997-08-20
DE29714888U DE29714888U1 (de) 1996-09-27 1997-08-20 Bewehrung für ein Mauerwerk

Publications (3)

Publication Number Publication Date
EP0833014A2 EP0833014A2 (fr) 1998-04-01
EP0833014A3 EP0833014A3 (fr) 1999-08-18
EP0833014B1 true EP0833014B1 (fr) 2004-06-09

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Family Applications (1)

Application Number Title Priority Date Filing Date
EP19970115663 Expired - Lifetime EP0833014B1 (fr) 1996-09-27 1997-09-10 Système d'armature pour maçonnerie

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Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005005525A1 (de) * 2004-03-28 2005-10-13 Stekox Gmbh Fugendichtungselement und Halter für Fugendichtungselemente
GB2460674A (en) * 2008-06-04 2009-12-09 Wembley Innovation Ltd Masonry bracket
GB201616976D0 (en) 2016-10-06 2016-11-23 Monminy Marcel Device for spacing and anchoring bulding blocks and a method of using same
US10202755B2 (en) 2016-10-06 2019-02-12 Technologie 2000 Inc. Construction block anchoring system

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DK0603517T3 (da) * 1992-12-24 1997-10-27 Elmenhorst & Co Gmbh Murværk som skalmursoverligger med armering og ophængningsindretning til samme
DE9306276U1 (de) * 1993-04-26 1993-06-17 Elmenhorst & Co GmbH, 2000 Schenefeld Mauerwerkabfangvorrichtung
DE9217654U1 (de) * 1992-12-24 1993-02-18 Elmenhorst & Co GmbH, 2000 Schenefeld Verblendsturz mit Bewehrung
DE9400252U1 (de) * 1993-01-12 1994-03-24 Elmenhorst & Co GmbH, 22869 Schenefeld Verblendsturz mit Bewehrung
DE4438437C2 (de) * 1994-10-28 2002-01-03 Modersohn Gmbh & Co Kg Wilh Vorrichtung und Verfahren zur Bewehrung von Mauerwerk über Fensteröffnungen
DE29518134U1 (de) * 1995-11-15 1996-01-04 Elmenhorst & Co GmbH, 22869 Schenefeld Mauerwerksbewehrung
DE29618030U1 (de) * 1996-10-17 1996-11-28 Halfen GmbH & Co. KG, 40764 Langenfeld Bewehrungsbügel für ein Verblend-Mauerwerk

Also Published As

Publication number Publication date
EP0833014A3 (fr) 1999-08-18
EP0833014A2 (fr) 1998-04-01

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