ES2289103T3 - PROCEDURE FOR OBTAINING A HOLLOW BEAM AND A HOLLOW BEAM. - Google Patents

PROCEDURE FOR OBTAINING A HOLLOW BEAM AND A HOLLOW BEAM. Download PDF

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Publication number
ES2289103T3
ES2289103T3 ES02733685T ES02733685T ES2289103T3 ES 2289103 T3 ES2289103 T3 ES 2289103T3 ES 02733685 T ES02733685 T ES 02733685T ES 02733685 T ES02733685 T ES 02733685T ES 2289103 T3 ES2289103 T3 ES 2289103T3
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ES
Spain
Prior art keywords
legs
sheet
pair
profiles
section
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
ES02733685T
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Spanish (es)
Inventor
Kenneth Pettersson
Leif Jilken
Nils-Gunnar Johansson
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STANGAKONSULT KALMAR
STANGAKONSULT I KALMAR HB
Original Assignee
STANGAKONSULT KALMAR
STANGAKONSULT I KALMAR HB
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Application granted granted Critical
Publication of ES2289103T3 publication Critical patent/ES2289103T3/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0023—Details, e.g. foundations
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0017—Plate-like 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/30—Columns; Pillars; Struts
    • E04C3/32—Columns; Pillars; Struts of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H17/00—Fencing, e.g. fences, enclosures, corrals
    • E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
    • E04H17/16—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
    • E04H17/168—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames using panels fitted in grooves of posts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0413—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section being built up from several parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0439—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the cross-section comprising open parts and hollow parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0447—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section circular- or oval-shaped

Abstract

The present invention relates to a method of handling and joining at least two sectional steel elements together to form a load-bearing beam element, preferably for interaction with a separately-formed post footing, a beam element made from at least two sectional steel elements, and a beam element/post footing combination. The invention is characterised in that detached angle section elements (1a, 1b) are joined together to form a hollow sectional beam (1), and that at least one sleeve plate (2) is externally attached around the hollow sectional beam (1) thus obtained and is locked to this forming stops for receiving preferably board-shaped elements (5).

Description

Procedimiento para la obtención de una viga hueca y una viga hueca.Procedure for obtaining a beam hollow and a hollow beam.

La presente invención se refiere a un procedimiento para la manipulación y el montaje de unos elementos de acero seccionales para formar un elemento de viga de carga, preferentemente para la interacción con una base de poste o apoyo formada de forma separada, y un elemento de viga formado a partir de unos elementos de acero seccionales (véase documento US-A-2 697 453).The present invention relates to a procedure for handling and assembling elements of  sectional steel to form a load beam element, preferably for interaction with a pole base or support formed separately, and a beam element formed from sectional steel elements (see document US-A-2 697 453).

La utilización de vigas seccionales estándares de acero comercial muchas veces significa que la estructura en cuestión es de dimensiones excesivamente grandes, e innecesariamente rígida, lo que además de una utilización innecesaria de material puede también representar un mayor riesgo en los casos en los que la viga se vaya a utilizar cerca de carreteras muy transitadas. Las vigas seccionales prefabricadas, además, ocupan más espacio que los elementos seccionales sueltos de los cuales se componen, los cuales son más fáciles y más económicos de apilar, almacenar y transportar. Las vigas seccionales prefabricadas resultan por lo tanto en unos costes de manipulación, almacenamiento y transporte superiores a los de los elementos seccionales sueltos, los cuales pueden ser almacenados y manipulados y que solamente se montan para formar un elemento de viga de carga en el lugar de uso.The use of standard sectional beams commercial steel often means that the structure in question is of excessively large dimensions, and unnecessarily rigid, which in addition to unnecessary use of material it may also represent a greater risk in cases where the Beam is to be used near busy roads. The prefabricated sectional beams also occupy more space than loose sectional elements of which they are composed, which They are easier and cheaper to stack, store and transport. Prefabricated sectional beams result in both in handling, storage and transport costs superior to those of loose sectional elements, which they can be stored and handled and only mounted to form a load beam element at the place of use.

El objetivo principal de la presente invención es por lo tanto concebir un procedimiento para la manipulación y el montaje de por lo menos dos elementos seccionales para formar un elemento de viga de carga, preferentemente para la interacción con una base de poste o apoyo formada de forma separada. Otro objetivo de la invención es proporcionar un elemento de viga de carga, que pueda desmontarse fácilmente tras un período de utilización, de manera que los elementos seccionales que la constituyen puedan manipularse individualmente y puedan de esta manera moverse de manera eficiente a depósitos/almacenes de almacenamiento intermedios para un posterior uso en un nuevo lugar de uso. La invención tiene una aplicación particular en el montaje de paneles protectores y/o pantallas acústicas, pero obviamente también pueden utilizarse para señalizaciones, etc.The main objective of the present invention it is therefore to conceive a procedure for manipulation and assembly of at least two sectional elements to form a load beam element, preferably for interaction with a pole base or support formed separately. Other objective of the invention is to provide a load beam element, which can be easily disassembled after a period of use, of so that the sectional elements that constitute it can be manipulated individually and can thus move from efficient way to intermediate warehouses / warehouses for later use in a new place of use. The invention has a particular application in the assembly of protective panels and / or acoustic screens, but obviously they can also be used to signage, etc.

Este objetivo se alcanza porque el procedimiento y el elemento de viga presentan las características especificadas en las reivindicaciones.This objective is achieved because the procedure and the beam element have the characteristics specified in The claims.

A continuación se procederá a describir la invención con relación a los ejemplos de la forma de realización mostrada en los dibujos adjuntos, entre los que:Next we will proceed to describe the invention in relation to the examples of the embodiment shown in the accompanying drawings, among which:

La Figura 1 muestra una vista esquemática en perspectiva de las fases de manipulación y montaje del elemento de viga según la invención,Figure 1 shows a schematic view in perspective of the phases of manipulation and assembly of the element of beam according to the invention,

Las Figuras 2a a 2c muestran una vista esquemática en perspectiva del acoplamiento del elemento de viga a la base de poste o apoyo,Figures 2a to 2c show a view perspective schematic of the coupling of the beam element to post base or support,

La Figura 3 muestra una vista esquemática en perspectiva de la introducción de un elemento combinado de pantalla acústica y panel protector en los canales de dos elementos de viga situados a una distancia específica entre sí,Figure 3 shows a schematic view in perspective of the introduction of a combined screen element acoustic and protective panel in the channels of two beam elements located at a specific distance from each other,

La Figura 4 muestra una vista esquemática en perspectiva de un acoplamiento alternativo del elemento combinado de pantalla acústica y panel protector al elemento de viga conjuntamente con la disposición de la placa casquillo, yFigure 4 shows a schematic view in perspective of an alternative coupling of the combined element Acoustic screen and protective panel to the beam element in conjunction with the arrangement of the cap plate, and

Las Figuras 5a a 5f muestran unas vistas en perspectiva de diversos posibles acoplamientos de los elementos seccionales y las placas casquillo.Figures 5a to 5f show views in perspective of various possible links of the elements sectional and cap plates.

La Figura 1 muestra dos elementos con sección angular 1a y 1b que están siendo insertados uno dentro del otro para formar una viga seccional cerrada 1. También se muestran dos placas casquillo 2a y 2b, que se fijan a la viga seccional 1 para formar el elemento de viga A. La fijación a la viga seccional 1 puede llevarse a cabo mediante una unión atornillada o mediante una soldadura por puntos.Figure 1 shows two elements with section angular 1a and 1b that are being inserted into each other to form a closed sectional beam 1. Two are also shown bush plates 2a and 2b, which are fixed to sectional beam 1 for form the beam element A. Fixing to the sectional beam 1 it can be carried out by means of a bolted joint or by a spot welding.

Las Figuras 2a a 2c muestran el conjunto del elemento de viga cerrado A, finalizado, mostrándose la base de poste o apoyo 3 de la Figura 2a colocada en un cuerpo 4 en el suelo. El elemento de viga A es empujado hacia abajo sobre la base de poste o apoyo 3 y adopta la posición final tal como se muestra en la Figura 2c. El panel protector y/o la pantalla acústica 5 es insertada en los elementos de viga A_{1}, A_{2} desde arriba, estando ya estos elementos acoplados a las bases de poste o apoyo, tal como se muestra en la Figura 3. En caso de considerarse adecuado, obviamente resulta posible acoplar primero el panel o la pantalla 5 a un elemento de viga A_{1}, que ya ha sido acoplado a la base de poste o apoyo en el cuerpo 4_{1}, y a continuación empujar el panel o la pantalla 5 insertándola en el elemento de viga A_{2}, que se mantiene derecho sobre la segunda base de poste o apoyo, antes de empujar a continuación el elemento de viga A_{2} hacia abajo sobre la base de poste o apoyo en el cuerpo 4_{2} en el suelo.Figures 2a to 2c show the whole of the closed beam element A, finished, showing the base of post or support 3 of Figure 2a placed in a body 4 on the ground. The beam element A is pushed down on the basis of post or support 3 and adopts the final position as shown in the Figure 2c The protective panel and / or the acoustic screen 5 is inserted in beam elements A_ {1}, A_ {2} from above, these elements being already coupled to the post or support bases, as shown in Figure 3. If considered suitable, obviously it is possible to attach the panel or the screen 5 to a beam element A_ {1}, which has already been coupled to the post base or body support 4_ {1}, and then push the panel or screen 5 by inserting it into the beam element A_ {2}, which stays straight on the second post base or support, before pushing the beam element A_ {2} down on the pole base or body support 4_ {2} in soil.

La Figura 4 muestra un procedimiento alternativo para el acoplamiento del panel protector y/o la pantalla 5, que por lo tanto se lleva a cabo al acoplar las placas casquillo 2b y 2'b a las vigas seccionales 1a y 1b respecti-
vamente.Figure 4 shows an alternative procedure for coupling the protective panel and / or the screen 5, which is therefore carried out by coupling the bushing plates 2b and 2'ba to the respective sectional beams 1a and 1b
vainly 

       \newpage\ newpage

Las Figuras 5a a 5b muestran unas vistas en perspectiva de diversas posibles formas de realización de la invención. Las Figuras 5c a 5f muestran otros posibles elementos seccionales y otras posibles placas casquillo, que se encuentran fuera del alcance de las reivindicaciones.Figures 5a to 5b show views in perspective of various possible embodiments of the invention. Figures 5c to 5f show other possible elements sectional and other possible bush plates, which are out of the scope of the claims. 

       \vskip1.000000\baselineskip\ vskip1.000000 \ baselineskip
Referencias citadas en la descripciónReferences cited in the description Esta lista de referencias citadas por el solicitante se proporciona solamente para conveniencia del lector. Dicha lista no forma parte del documento de patente europea. A pesar de que se ha tenido mucho cuidado durante la recopilación de las referencias, no debe excluirse la posibilidad de que se hayan producido errores u omisiones y a este respecto la OEP se exime de toda responsabilidad.This list of references cited by the applicant is provides only for the convenience of the reader. That list does not It is part of the European patent document. Although it has Be very careful during the collection of references, not the possibility that errors have occurred or omissions and in this regard the EPO exempts itself from all responsibility. Documentos de patente citados en la descripciónPatent documents cited in the description

\bullet US 2697453 A.US 2697453 A.

Claims (2)

1. Procedimiento para la obtención de una viga seccional hueca (1) mediante el montaje de, unos perfiles de chapa longitudinales esencialmente en forma de U, por pares, con una sección transversal no esencialmente diferente, con los que se produce un primer par (1a, 1b) con un ancho de patas predeterminado y una sección entre las patas, que define una distancia predeterminada entre las patas, en el que los perfiles de chapa (1a, 1b) del primer par son deslizados uno dentro del otro de tal manera que las patas del respectivo perfil de chapa apuntan hacia la sección del otro perfil de chapa, caracterizado porque se produce un segundo par de perfiles de chapa (2a, 2b), en el que cada perfil de chapa del segundo par tiene dos patas y una sección entre las patas, en el que las patas tienen unos rebordes que se proyectan desde las patas transversalmente y en el que la longitud de la sección tiene relación con el ancho de las patas o la longitud de la sección del primer par de perfiles de chapa de manera que los perfiles de chapa (2a, 2b) del segundo par pueden colocarse con un acoplamiento ajustado sobre cada lado de los perfiles de chapa del primer par (1a, 1b) que han sido deslizados uno dentro del otro de manera que sus patas o sus secciones son cubiertas por la sección central de los perfiles de chapa del segundo par de perfiles de chapa (2a, 2b).1. Procedure for obtaining a hollow sectional beam (1) by mounting, essentially U-shaped longitudinal sheet profiles, in pairs, with a cross section not essentially different, with which a first pair is produced ( 1a, 1b) with a predetermined leg width and a section between the legs, which defines a predetermined distance between the legs, in which the sheet profiles (1a, 1b) of the first pair are slipped into each other in such a way. that the legs of the respective sheet profile point towards the section of the other sheet profile, characterized in that a second pair of sheet profiles (2a, 2b) is produced, in which each sheet profile of the second pair has two legs and a section between the legs, in which the legs have flanges that project from the legs transversely and in which the length of the section is related to the width of the legs or the length of the section of the first profile pair sheet metal s so that the sheet profiles (2a, 2b) of the second pair can be placed with a fitted coupling on each side of the sheet profiles of the first pair (1a, 1b) that have been slipped into each other so that its legs or sections are covered by the central section of the sheet profiles of the second pair of sheet profiles (2a, 2b). 2. Viga seccional hueca (1) montada mediante unos perfiles de chapa longitudinales esencialmente en forma de U con una sección transversal no esencialmente diferente, que comprende un primer par de perfiles de chapa (1a, 1b) con una distancia predeterminada entre las patas y una sección entre las patas que define una distancia predeterminada entre las patas, en la que los perfiles (1a, 1b) son deslizados uno dentro del otro de tal manera que las patas del respectivo perfil de chapa apuntan hacia la sección situada entre las patas del otro perfil de chapa, caracterizada porque la viga comprende un segundo par de perfiles de chapa (2a, 2b) en el que cada perfil de chapa del segundo par tiene dos patas y una sección entre las patas, en el que las patas tienen unos rebordes que se proyectan desde de las patas transversalmente y en el que la longitud de la sección (2a2, 2b2) tiene relación con el ancho de las patas o la longitud de la sección del primer par de perfiles de chapa de tal manera que los perfiles de chapa (2a, 2b) del segundo par de perfiles de chapa pueden colocarse con un acoplamiento ajustado sobre cada lado de los perfiles de chapa del primer par (1a, 1b) que han sido deslizados uno dentro del otro, de manera que las patas o la sección del primer par de perfiles son cubiertas por las respectivas secciones centrales de los perfiles de chapa del segundo par de perfiles de chapa (2a, 2b).2. Hollow sectional beam (1) mounted by essentially U-shaped longitudinal sheet profiles with a non-essentially different cross-section, comprising a first pair of sheet profiles (1a, 1b) with a predetermined distance between the legs and a section between the legs that defines a predetermined distance between the legs, in which the profiles (1a, 1b) are slipped into each other such that the legs of the respective sheet profile point towards the section between the legs of the another sheet profile, characterized in that the beam comprises a second pair of sheet profiles (2a, 2b) in which each sheet profile of the second pair has two legs and a section between the legs, in which the legs have flanges which project from the legs transversely and in which the length of the section (2a2, 2b2) is related to the width of the legs or the length of the section of the first pair of sheet metal profiles l so that the sheet metal profiles (2a, 2b) of the second pair of sheet metal profiles can be positioned with a tight fitting on each side of the sheet metal profiles of the first pair (1a, 1b) that have been slipped into each other, so that the legs or the section of the first pair of profiles are covered by the respective central sections of the sheet profiles of the second pair of sheet profiles (2a, 2b).
ES02733685T 2001-05-14 2002-05-14 PROCEDURE FOR OBTAINING A HOLLOW BEAM AND A HOLLOW BEAM. Expired - Lifetime ES2289103T3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE0101671 2001-05-14
SE0101671A SE521234C2 (en) 2001-05-14 2001-05-14 Method of providing hole profile and a hole profile beam joined by U-shaped sheet profiles

Publications (1)

Publication Number Publication Date
ES2289103T3 true ES2289103T3 (en) 2008-02-01

Family

ID=20284081

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Application Number Title Priority Date Filing Date
ES02733685T Expired - Lifetime ES2289103T3 (en) 2001-05-14 2002-05-14 PROCEDURE FOR OBTAINING A HOLLOW BEAM AND A HOLLOW BEAM.

Country Status (8)

Country Link
EP (1) EP1390589B1 (en)
AT (1) ATE366851T1 (en)
DE (1) DE60221119T2 (en)
DK (1) DK1390589T3 (en)
ES (1) ES2289103T3 (en)
HK (1) HK1063494A1 (en)
SE (1) SE521234C2 (en)
WO (1) WO2002092937A1 (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102010014130A1 (en) * 2010-04-07 2011-10-13 Conradi + Kaiser Gmbh Soundproofing panel, soundproofing wall and method of making a soundproofing panel
GB201019326D0 (en) * 2010-11-15 2010-12-29 Hubbard Architectural Metalwork Ltd An improved newel shroud
PL2678491T3 (en) * 2011-02-25 2015-10-30 Tagelement As Roof girder and premanufactured roof plate element with roof girders
DK2959071T3 (en) * 2013-02-21 2021-07-05 Svensson Peehr Mathias Ornfeldt Prefabricated roof tile element and method of its manufacture
WO2016020870A1 (en) * 2014-08-06 2016-02-11 Giampaolo Tizzoni Supporting structure for a noise barrier
ITUA20163088A1 (en) * 2016-05-02 2017-11-02 Innovando S R L S SUPPORT SYSTEM FOR COMPOSED METAL STRUCTURES

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2697453A (en) * 1950-04-29 1954-12-21 Formenti Paolo Profile metal element made of a number of welded component parts, for frames of heddle shafts
DE1659153A1 (en) * 1968-02-16 1970-12-23 Krupp Gmbh Double-walled, disk-like component
US4143495A (en) * 1976-10-22 1979-03-13 Fa. Pass & Co. Sound-absorbing panel
SE511041C2 (en) * 1993-11-19 1999-07-26 Goete Lindberg Post
IT1269527B (en) * 1994-03-10 1997-04-08 Siderurgica Ferro Bulloni Spa POST STRUCTURE FOR EASY INSTALLATION TO SUPPORT TYPE AND / OR SIMILAR FENCES

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Publication number Publication date
EP1390589B1 (en) 2007-07-11
DE60221119D1 (en) 2007-08-23
SE521234C2 (en) 2003-10-14
SE0101671D0 (en) 2001-05-14
HK1063494A1 (en) 2004-12-31
EP1390589A1 (en) 2004-02-25
SE0101671L (en) 2002-11-15
DE60221119T2 (en) 2008-04-03
DK1390589T3 (en) 2007-11-12
WO2002092937A1 (en) 2002-11-21
ATE366851T1 (en) 2007-08-15

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