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EP1390589A1 - Method for handling and assembling steel profile elements to a supporting beam element, a beam element produced by at least two steel profile elements and a combination of beam element/post foundation - Google Patents

Method for handling and assembling steel profile elements to a supporting beam element, a beam element produced by at least two steel profile elements and a combination of beam element/post foundation

Info

Publication number
EP1390589A1
EP1390589A1 EP02733685A EP02733685A EP1390589A1 EP 1390589 A1 EP1390589 A1 EP 1390589A1 EP 02733685 A EP02733685 A EP 02733685A EP 02733685 A EP02733685 A EP 02733685A EP 1390589 A1 EP1390589 A1 EP 1390589A1
Authority
EP
European Patent Office
Prior art keywords
beam element
elements
sectional
hollow
hollow sectional
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
EP02733685A
Other languages
German (de)
French (fr)
Other versions
EP1390589B1 (en
Inventor
Kenneth Pettersson
Leif Jilken
Nils-Gunnar Johansson
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.)
Stangakonsult i Kalmar HB
Original Assignee
RA I HOEGSBY AB
Ra I Hogsby AB
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 RA I HOEGSBY AB, Ra I Hogsby AB filed Critical RA I HOEGSBY AB
Publication of EP1390589A1 publication Critical patent/EP1390589A1/en
Application granted granted Critical
Publication of EP1390589B1 publication Critical patent/EP1390589B1/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

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

Definitions

  • 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 combination of beam element/post footing.
  • the invention has a particular application in the erection of screening fences and/or noise screens, but can obviously also be 10 used for signs etc.
  • Prefabricated sectional beams moreover, take up more space than the detached sectional elements of which they are made up, which are easier and more economic to stack, store and transport. Prefabricated sectional beams therefore result in higher handling, storage and transport costs than detached sectional elements, which can be stored and handled and are only joined together to form a load bearing beam element
  • the main object of the present invention is therefore to devise a method of handling and joining at least two sectional elements together to form a load-bearing beam element, preferably for interaction with a separately-formed post footing.
  • Another object of the invention 25 is to provide a load-bearing beam element, which can be easily dismantled after a period of use, so that the constituent sectional elements can be individually handled and can thus be moved efficiently to intermediate storage depots/stores for subsequent use at a new place of use.
  • the invention furthermore relates to a beam element made from at last two sectional elements, and a combination of the said beam element and a separately- formed post footing.
  • Fig. 1 shows a diagrammatic perspective view of the handling and joining stages of the beam element according to the invention
  • Fig. 2a-2c show a diagrammatic perspective view of the attachment of the beam element to a post footing
  • Fig. 3 shows a diagrammatic perspective view of the introduction of a combined noise screen and screening fence into channels of two beam elements located at a specific distance from one another.
  • Fig. 4 shows a diagrammatic perspective view of an alternative fitting of a combined noise screen and screening fence to the beam element in conjunction with the arrangement of the sleeve plate
  • Fig. 5a-5f show perspective views of various possible embodiments of sectional elements and sleeve plates.
  • Figure I shows two angle section elements l a and l b being inserted one inside another to fonn a closed sectional beam I . Also shown here are two sleeve plates 2a and 2b, which are fixed to the sectional beam I to form the beam element A. Fixing to the sectional beam l can be achieved by bolted connection or by spot welding.
  • Figures 2a to 2c show the assembly of the finished, closed beam element A, the post footing 3 in figure 2a being shown set in a body 4 in the ground.
  • the beam element A is pushed down onto the post footing 3 and assumes the final position as shown in figure 2c.
  • the screening fence and/or noise screen 5 is inserted into the beam elements A
  • Figure 4 shows an alternative method of fitting the screening fence and/or the screen 5, which is therefore done when fitting the sleeve plates 2b and 2'b to the sectional beams la and l b respectively.
  • Figures 5a to 5f show perspective views of various possible embodiments of sectional elements and sleeve plates. Shown here are various angled variants, but it is also feasible to use polygonals with an infinite number of corners, that is to say sectional plates bent to form a circle.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Sustainable Development (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)
  • Fencing (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

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

METHOD FOR HANDLING AND ASSEMBLING STEEL PROFILE ELEMENTS TO A SUPPORTING BEAM ELEMENT, A BEAM ELEMENT PRODUCED BY AT LEAST TWO STEEL PROFILE ELEMENTS AND A COMBINATION OF BEAM ELEMENT POST FOUNDATION
5 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 combination of beam element/post footing. The invention has a particular application in the erection of screening fences and/or noise screens, but can obviously also be 10 used for signs etc.
The use of standardised sectional beams of commercial-grade steel often means that the structure in question is of overlarge dimensions and unnecessarily rigid, which in addition to unnecessary use of material can also represent an increased hazard where the beam is to be
15 used in close proximity to busy roads. Prefabricated sectional beams, moreover, take up more space than the detached sectional elements of which they are made up, which are easier and more economic to stack, store and transport. Prefabricated sectional beams therefore result in higher handling, storage and transport costs than detached sectional elements, which can be stored and handled and are only joined together to form a load bearing beam element
20 at the place of use.
The main object of the present invention is therefore to devise a method of handling and joining at least two sectional elements together to form a load-bearing beam element, preferably for interaction with a separately-formed post footing. Another object of the invention 25 is to provide a load-bearing beam element, which can be easily dismantled after a period of use, so that the constituent sectional elements can be individually handled and can thus be moved efficiently to intermediate storage depots/stores for subsequent use at a new place of use.
30 The invention furthermore relates to a beam element made from at last two sectional elements, and a combination of the said beam element and a separately- formed post footing.
This object is achieved in that the method, the beam element and the beam element/post footing combination have the characteristics specified in the claims.
35
The invention will be described below with reference to examples of embodiment shown in the drawings attached, in which: Fig. 1 shows a diagrammatic perspective view of the handling and joining stages of the beam element according to the invention,
Fig. 2a-2c show a diagrammatic perspective view of the attachment of the beam element to a post footing,
Fig. 3 shows a diagrammatic perspective view of the introduction of a combined noise screen and screening fence into channels of two beam elements located at a specific distance from one another.
Fig. 4 shows a diagrammatic perspective view of an alternative fitting of a combined noise screen and screening fence to the beam element in conjunction with the arrangement of the sleeve plate, and
Fig. 5a-5f show perspective views of various possible embodiments of sectional elements and sleeve plates.
Figure I shows two angle section elements l a and l b being inserted one inside another to fonn a closed sectional beam I . Also shown here are two sleeve plates 2a and 2b, which are fixed to the sectional beam I to form the beam element A. Fixing to the sectional beam l can be achieved by bolted connection or by spot welding.
Figures 2a to 2c show the assembly of the finished, closed beam element A, the post footing 3 in figure 2a being shown set in a body 4 in the ground. The beam element A is pushed down onto the post footing 3 and assumes the final position as shown in figure 2c. The screening fence and/or noise screen 5 is inserted into the beam elements A|, A2 from the top, these elements having already been fitted on the post footings, as shown in figure 3. If thought suitable, it is obviously possible to first fit the fence or the screening 5 to one beam element A|, which has already been fitted to the post footing in the body 4| and then to push the fence or the screen 5 into the beam element A2, which is held straight over the second post footing, before then pushing the beam element A2 down over the post footing in the body 42 in the ground.
Figure 4 shows an alternative method of fitting the screening fence and/or the screen 5, which is therefore done when fitting the sleeve plates 2b and 2'b to the sectional beams la and l b respectively. Figures 5a to 5f show perspective views of various possible embodiments of sectional elements and sleeve plates. Shown here are various angled variants, but it is also feasible to use polygonals with an infinite number of corners, that is to say sectional plates bent to form a circle.

Claims

Claims
1. Method of handling and joining at least two sectional elements ( la, l b) together to form a load-bearing beam element ( 1), preferably for interaction with a separately- formed post footing (3) in connection, for example, with the assembly of screening fences and noise screens (5), characterised in that detached angle section elements (l a, l b) 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 ele- ments (5).
2. Method according to claim 1 , characterised in that the hollow sectional beam ( I ) and the sleeve plates (2) are fitted so that they bear against one another over a substantial part of their outer and inner side faces respectively.
3. Method according to claim I or 2, characterised in that the hollow sectional beam (l ) is made to interact with a post footing (3) introduced into one end section thereof to bear on its internal surface, in order to hold the hollow sectional beam ( 1 ) in an upright assembled position.
4. Beam element, preferably for interaction with a separately-fomied post footing (3) in connection with the erection of screening fences or noise screens (5), and made according to the method claim 1 , characterised by two joined inner angle sectional elements ( la, l b) forming a hollow beam, and by at lest one sleeve plate (2), which is locked to or constitutes part of the said hollow sectional beam (1 ) forming a stop for receiving board-shaped elements (5).
5. Element according to claim 4, characterised in that the sleeve plate (2) encloses the hollow sectional beam (1 ) and fixes its two joined angle sectional elements (la, l b).
6. Element according to claim 4, characterised in that two sleeve plates (2a, 2b) enclose the hollow sectional beam ( 1 ) and are fixed by bolted and/or welded connection.
7. Element according to claim 4, characterised in that the internal cross section of the hollow sectional beam ( 1 ) comprises a polygon, which is preferably symmetrical in the x and/or y direction. Element according to any of claims 4 to 6, characterised by two sleeve plates (2, 2b) each with one or two shoulder surfaces, which together form longitudinal recesses or channels for receiving board-shaped elements (5).
Element according to claim 8, characterised in that the recesses or channels are offset in relation to one another.
Post footing (3) for interaction with a beam element ( 1 ) according to any of claims 4 to 6, characterised by a preferably Z-shaped section with at least two opposite outer surfaces intended to bear against two inner surfaces of the hollow sectional beam ( I ).
Combination of beam element/post footing, characterised in that a beam element ( I ) according to any of claims 4 to 6 interacts with a post footing (3) according to claim I 0.
EP02733685A 2001-05-14 2002-05-14 Method for achieving a hollow beam and a hollow beam Expired - Lifetime EP1390589B1 (en)

Applications Claiming Priority (3)

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
PCT/SE2002/000923 WO2002092937A1 (en) 2001-05-14 2002-05-14 Method for handling and assembling steel profile elements to a supporting beam element, a beam element produced by at least two steel profile elements and a combination of beam element/post foundation

Publications (2)

Publication Number Publication Date
EP1390589A1 true EP1390589A1 (en) 2004-02-25
EP1390589B1 EP1390589B1 (en) 2007-07-11

Family

ID=20284081

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02733685A Expired - Lifetime EP1390589B1 (en) 2001-05-14 2002-05-14 Method for achieving 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
CN103562474B (en) * 2011-02-25 2016-04-13 皮尔·马赛厄斯·奥恩费尔德特·斯文松 Roof girder and prefabricated roof plate element with roof girder
BR112015019966A2 (en) 2013-02-21 2017-07-18 Peehr Mathias Oernfeldt Svensson prefabricated roof plate element, beam carrying prefabricated load, and method for producing prefabricated roof plate elements
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

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See references of WO02092937A1 *

Also Published As

Publication number Publication date
WO2002092937A1 (en) 2002-11-21
SE0101671L (en) 2002-11-15
DE60221119D1 (en) 2007-08-23
SE521234C2 (en) 2003-10-14
DE60221119T2 (en) 2008-04-03
HK1063494A1 (en) 2004-12-31
DK1390589T3 (en) 2007-11-12
SE0101671D0 (en) 2001-05-14
ES2289103T3 (en) 2008-02-01
ATE366851T1 (en) 2007-08-15
EP1390589B1 (en) 2007-07-11

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