ES2248580T3 - Welded mesh. - Google Patents

Welded mesh.

Info

Publication number
ES2248580T3
ES2248580T3 ES02748722T ES02748722T ES2248580T3 ES 2248580 T3 ES2248580 T3 ES 2248580T3 ES 02748722 T ES02748722 T ES 02748722T ES 02748722 T ES02748722 T ES 02748722T ES 2248580 T3 ES2248580 T3 ES 2248580T3
Authority
ES
Spain
Prior art keywords
mesh
grooves
reinforcement
trapezoidal
welded
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
ES02748722T
Other languages
Spanish (es)
Inventor
Leopold Timperman
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.)
Bekaert NV SA
Original Assignee
Bekaert NV SA
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Bekaert NV SA filed Critical Bekaert NV SA
Application granted granted Critical
Publication of ES2248580T3 publication Critical patent/ES2248580T3/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
    • E04C5/04Mats
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/02Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
    • E04F13/04Bases for plaster
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00Coverings or linings, e.g. for walls or ceilings
    • E04F13/02Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
    • E04F13/04Bases for plaster
    • E04F13/047Plaster carrying meshes

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Wire Processing (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Crystals, And After-Treatments Of Crystals (AREA)

Abstract

The invention relates to a reinforcing netting (1) consisting of welded mesh of welded longitudinal (2) and transverse (3) wires, in which the mesh has indents (4) for fixing the mesh to the wall. The mesh is generally flat and large flat surfaces are present between two adjacent rows of indents (4).

Description

Malla soldada.Welded mesh

La invención se relaciona con una red de refuerzo que consiste de alambres longitudinales y transversales soldados, especialmente usada para las construcciones de túneles, en la cual la malla tiene hendiduras para fijar la malla a la pared que va a ser cubierta.The invention relates to a reinforcement network consisting of longitudinal and transverse welded wires, especially used for tunnel constructions, in which the mesh has slits to fix the mesh to the wall that is going to be covered.

Tal red de refuerzo es por ejemplo conocida de la patente Europea 059466.Such reinforcement network is for example known from the European patent 059466.

El uso de la malla soldada para el refuerzo o armazón del concreto es generalmente conocido. Este es entre otros el caso para el refuerzo de paredes en la construcción de túneles. Es también conocido hacer hendiduras en esta malla soldada para darle una forma tridimensional y para fijarla con las hendiduras a la pared que tiene que ser reforzada o cubierta.The use of welded mesh for reinforcement or Concrete framework is generally known. This is among others the case for the reinforcement of walls in the construction of tunnels. It is also known to make indentations in this welded mesh to give it a three-dimensional shape and to fix it with the grooves to the wall that has to be reinforced or covered.

Ambas patentes US-A-6,079,172 y FR-A-2 523 620 describen una red de refuerzo de malla soldada de alambres longitudinales y transversales soldados, en la cual la malla tiene hendiduras para fijar la malla a la pared. Las hendiduras son de forma trapezoidal.Both patents US-A-6,079,172 and FR-A-2 523 620 describe a network of welded mesh reinforcement of longitudinal and transverse wires soldiers, in which the mesh has slits to fix the mesh to Wall. The grooves are trapezoidal.

La invención procura proporcionar una red de refuerzo que puede ser fijada fácil y rápidamente a la pared que va a ser cubierta.The invention seeks to provide a network of reinforcement that can be fixed easily and quickly to the wall that goes To be covered.

Además, la invención procura proporcionar un nuevo tipo de red de refuerzo, que ofrezca un reforzamiento excelente del concreto o de la masa mortero con un mínimo de materiales de refuerzo.In addition, the invention seeks to provide a new type of reinforcement network, which offers reinforcement excellent concrete or mortar with a minimum of reinforcing materials

Por lo tanto la invención propone una red del tipo descrito en las líneas de apertura donde las hendiduras son de forma trapezoidal, donde la malla es generalmente plana y donde grandes superficies están presentes entre hileras adyacentes de hendiduras. Estas grandes superficies tienen un ancho el cual es sustancialmente mayor que el ancho de las hendiduras.Therefore the invention proposes a network of type described in the opening lines where the grooves are of trapezoidal shape, where the mesh is generally flat and where large surfaces are present between adjacent rows of slits These large surfaces have a width which is substantially greater than the width of the grooves.

En una realización preferida de la red de acuerdo a la invención la pequeña base de las hendiduras trapezoidales consiste de dos alambres transversales que están situados a una distancia pequeña uno del otro.In a preferred embodiment of the network according to the invention the small base of the trapezoidal grooves consists of two transverse wires that are located at one Small distance from each other.

Preferiblemente, la profundidad de las hendiduras trapezoidales es mayor que la pequeña base de las hendiduras trapezoidales.Preferably, the depth of the grooves trapezoidal is larger than the small base of the indentations trapezoidal

La red de refuerzo de acuerdo a la invención puede ser usada para el refuerzo de mortero o concreto. Las hendiduras trapezoidales son usadas para fijar la red a una pared la cual va a ser cubierta con mortero o concreto.The reinforcement network according to the invention It can be used for mortar or concrete reinforcement. The trapezoidal grooves are used to fix the net to a wall the which is going to be covered with mortar or concrete.

La invención será adicionalmente explicada en la siguiente descripción por medio del dibujo acompañante. En el dibujo, la figura 1 muestra en perspectiva una parte de una malla en forma de red soldada 1 de acuerdo a la invención.The invention will be further explained in the following description by accompanying drawing. At drawing, figure 1 shows in perspective a part of a mesh in welded network form 1 according to the invention.

La malla 1 consiste de alambres longitudinales 2 y transversales 3 soldados. Las mallas de la red soldada 1 son prácticamente de forma cuadrada o rectangular. Los alambres longitudinales y transversales 2, 3 son preferiblemente hechos de acero inoxidable.The mesh 1 consists of longitudinal wires 2 and transversal 3 soldiers. The meshes of welded net 1 are practically square or rectangular. The wires Longitudinal and transverse 2, 3 are preferably made of stainless steel.

La malla 1 tiene a intervalos regulares hendiduras 4, que son prácticamente trapezoidales. Las hendiduras trapezoidales 4 se extienden a todo lo ancho de la malla 1.Mesh 1 has at regular intervals slits 4, which are practically trapezoidal. Clefts trapezoidal 4 extend the entire width of the mesh 1.

La pequeña base de las hendiduras trapezoidales 4 consiste de dos alambres transversales 5 que están situados a una corta distancia uno del otro. Una ventaja importante es que la malla 1 puede ser fácil y rápidamente adjuntada a la pared que va a ser cubierta, por ejemplo en el caso de la construcción de un túnel, por medio de estos dos alambres transversales 5, sólo asegurando que los medios de fijación sujeten ambos alambres transversales 5.The small base of the trapezoidal grooves 4 consists of two transverse wires 5 that are located at one Short distance from each other. An important advantage is that the mesh 1 can be easily and quickly attached to the wall that is going to be cover, for example in the case of the construction of a tunnel, by middle of these two transverse wires 5, just ensuring that the fixing means hold both transverse wires 5.

Preferiblemente, la profundidad de las hendiduras trapezoidales 4 es mayor que la pequeña base de estas hendiduras 4.Preferably, the depth of the grooves trapezoidal 4 is larger than the small base of these grooves Four.

Las mallas de la red soldada son por ejemplo de aproximadamente 50 mm cuadrados, en las cuales la distancia entre los dos alambres transversales 5 totalizan aproximadamente 12 mm y la profundidad de las hendiduras 4 aproximadamente 16 mm. Estas dimensiones solamente tienen un carácter indicativo.The welded net meshes are for example of approximately 50 square mm, in which the distance between the two transverse wires 5 total approximately 12 mm and the depth of the grooves 4 approximately 16 mm. These dimensions only have an indicative character.

Claims (4)

1. Red de refuerzo (1) que consiste de una malla soldada de alambres longitudinales (2) y transversales (3) soldados, en la cual la malla tiene hendiduras (4) para fijar la malla a la pared, donde las hendiduras (4) son prácticamente trapezoidales, caracterizada en que dicha malla es generalmente plana y donde grandes superficies planas están presentes entre dos hileras adyacentes de hendiduras, teniendo dichas grandes superficies un ancho que es sustancialmente mayor que el ancho de las hendiduras.1. Reinforcement net (1) consisting of a welded mesh of longitudinal (2) and transverse (3) welded wires, in which the mesh has grooves (4) to fix the mesh to the wall, where the grooves (4) ) are practically trapezoidal, characterized in that said mesh is generally flat and where large flat surfaces are present between two adjacent rows of grooves, said large surfaces having a width that is substantially greater than the width of the grooves. 2. Red de refuerzo (1) de acuerdo a la reivindicación 1, caracterizada en que la pequeña base de las hendiduras trapezoidales (4) consiste de dos alambres transversales (5) que están situados a una distancia pequeña uno del otro.2. Reinforcement net (1) according to claim 1, characterized in that the small base of the trapezoidal grooves (4) consists of two transverse wires (5) that are located at a small distance from each other. 3. Red de refuerzo (1) de acuerdo a la reivindicación 1 o la reivindicación 2, caracterizada en que la profundidad de las hendiduras trapezoidales (4) es mayor que la pequeña base de las hendiduras trapezoidales (4).3. Reinforcement net (1) according to claim 1 or claim 2, characterized in that the depth of the trapezoidal grooves (4) is greater than the small base of the trapezoidal grooves (4). 4. Uso de una red de refuerzo de acuerdo a una de las reivindicaciones 1 a 3 para el refuerzo de concreto o mortero, siendo usadas dichas hendiduras trapezoidales para fijar dicha red de refuerzo a una pared que va a ser cubierta con concreto o mortero.4. Use of a reinforcement network according to one of claims 1 to 3 for the reinforcement of concrete or mortar, said trapezoidal grooves being used to fix said net of reinforcement to a wall that will be covered with concrete or mortar.
ES02748722T 2001-05-31 2002-05-28 Welded mesh. Expired - Lifetime ES2248580T3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
BE2001/0369A BE1014205A3 (en) 2001-05-31 2001-05-31 Reinforcement welded mesh.
BE200100369 2001-05-31

Publications (1)

Publication Number Publication Date
ES2248580T3 true ES2248580T3 (en) 2006-03-16

Family

ID=3897003

Family Applications (1)

Application Number Title Priority Date Filing Date
ES02748722T Expired - Lifetime ES2248580T3 (en) 2001-05-31 2002-05-28 Welded mesh.

Country Status (6)

Country Link
EP (2) EP1596027A3 (en)
AT (1) ATE307246T1 (en)
BE (1) BE1014205A3 (en)
DE (1) DE60206746T2 (en)
ES (1) ES2248580T3 (en)
WO (1) WO2002097215A1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2869928A1 (en) * 2004-05-04 2005-11-11 Gantois Sa Ets Stucco lath for retaining stucco on wall, has mosquito net type metallic sheet with meshes sandwiched between vertical wires and horizontal wires of metallic trellis, where trellis and sheet are made in galvanized steel or stainless steel
WO2009086961A1 (en) * 2008-01-04 2009-07-16 Nv Bekaert Sa Chain link woven mesh with double knot
US8376660B2 (en) 2008-01-04 2013-02-19 Nv Bekaert Sa Mining mesh with double knot
IT1391600B1 (en) * 2008-10-28 2012-01-11 Trafileria E Zincheria Cavatorta S P A METAL REINFORCED PANEL FOR CALDANE
FR3061221B1 (en) * 2016-12-22 2019-05-31 Saint-Gobain Weber OUTDOOR THERMAL INSULATION SYSTEM CONSISTING OF HIGHLY INSULATING PROJECTED MORTAR

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2503132A1 (en) * 1975-01-27 1976-07-29 Aloys Bastgen Composite reinforced-concrete load bearing structure elements - comprising thin metal or other membrane with reinforcing meshes forming independent support
AT343438B (en) * 1975-04-09 1978-05-26 Bucher Franz METHOD FOR PRODUCING A LATTICE OR BUCKLE BRACKET
FR2523620B2 (en) * 1981-02-09 1986-08-22 Sambuchi Boisbluche & Cie PROCESS FOR THERMAL INSULATION OUTSIDE EXISTING WALLS
FI820674L (en) 1981-03-03 1982-09-04 Groetz Franz Gmbh FAESTSTOED FOER DAEMPUTS OCH MED HJAELP DAERAV FRAMSTAELLD FASAD
DE4019281A1 (en) * 1990-06-16 1991-12-19 Beton & Monierbau Gmbh Mine-walling mat-production method - forms profiled portions without transverse bars by bending lengthwise ones
DE4223508A1 (en) * 1992-07-17 1994-01-20 Paul Maier Reinforcement mat for plaster layers of buildings
BE1011814A4 (en) * 1997-09-02 2000-01-11 Chenel Guy G Separation element form panel for making walls and displays for temporary events.

Also Published As

Publication number Publication date
DE60206746D1 (en) 2005-11-24
ATE307246T1 (en) 2005-11-15
BE1014205A3 (en) 2003-06-03
EP1390592A1 (en) 2004-02-25
EP1390592B1 (en) 2005-10-19
WO2002097215A1 (en) 2002-12-05
EP1596027A3 (en) 2008-10-29
DE60206746T2 (en) 2006-07-06
EP1596027A2 (en) 2005-11-16

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