GB2378143A - Beams their formation and their use as a trackway - Google Patents

Beams their formation and their use as a trackway Download PDF

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Publication number
GB2378143A
GB2378143A GB0118424A GB0118424A GB2378143A GB 2378143 A GB2378143 A GB 2378143A GB 0118424 A GB0118424 A GB 0118424A GB 0118424 A GB0118424 A GB 0118424A GB 2378143 A GB2378143 A GB 2378143A
Authority
GB
United Kingdom
Prior art keywords
flanges
trackway
walls
strip
channel
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.)
Withdrawn
Application number
GB0118424A
Other versions
GB0118424D0 (en
Inventor
David Thomas Weller
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to GB0118424A priority Critical patent/GB2378143A/en
Publication of GB0118424D0 publication Critical patent/GB0118424D0/en
Priority to AU2002314392A priority patent/AU2002314392A1/en
Priority to PCT/GB2002/003352 priority patent/WO2003011491A1/en
Publication of GB2378143A publication Critical patent/GB2378143A/en
Withdrawn legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D47/00Making rigid structural elements or units, e.g. honeycomb structures
    • B21D47/01Making rigid structural elements or units, e.g. honeycomb structures beams or pillars
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B21MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21DWORKING OR PROCESSING OF SHEET METAL OR METAL TUBES, RODS OR PROFILES WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
    • B21D5/00Bending sheet metal along straight lines, e.g. to form simple curves
    • B21D5/06Bending sheet metal along straight lines, e.g. to form simple curves by drawing procedure making use of dies or forming-rollers, e.g. making profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; 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
    • E04C2003/0421Joists; 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 comprising one single unitary part
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; 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
    • E04C2003/0434Joists; 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 open cross-section free of enclosed cavities
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; 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
    • E04C2003/0473U- or C-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

A beam is formed from a rectangular strip of metal 11 having Laser cut parallel longitudinal edges by, first, bending the strip, using a jig arrangement, about two fold lines respectively inset from the longitudinal edges of the strip, such as to create two upstanding marginal flanges 33a, 33b. Next, the so-flanged sheet is bent about a longitudinal central fold line such as to create a longitudinally-folded sheet of V-form cross-section, but with in-turned flanges at the mouth of the V-form section. Finally, the V-form folded sheet is braced using either a metal strip 39 or external constraint members that embrace the V-form folded sheet at intervals therealong. The beam may serve as a trackway for a machine tool, a tool-carrying carriage having wheels rotatable about vertical axes, with the wheels in running contact with the trackway at surfaces adjacent to the bend positions of the flanges.

Description

<Desc/Clms Page number 1>
BEAMS, THEIR FORMATION, AND THEIR USE AS A TRACKWAY This invention relates to a method of forming a beam, to beams formed using the method, and to apparatus, such, for example, as wood-working lathes, in which the beam is employed as a trackway for a carriage.
Problems are commonly experienced in machine tools as a result of the natural deflection of beams called upon to support running carriages. The loop: increase in beam stability-- > increase in beam-depth section-- > increase in weight-- > increase in deflection increase in cost in construction in order to increase stability, is frequently encountered by machine tool (and other) designers.
According to the invention, a method of forming a beam, a beam formed using the method, and an apparatus incorporating the beam so formed as a trackway for a carriage, are as set out in the claims contained in the claims schedule hereof, the wording employed in said claims, being, notionally, set out here, mutatis mutandis, also.
The method of forming beams and beams and apparatus in accordance with the invention are hereinafter set out with reference to the accompanying drawings in which: Fig. 1 depicts a flat metal sheet prior to its formation to a beam in accordance with the invention; Fig. 2 shows the first stage of formation, from the sheet of Fig. l, of the beam; Fig. 3 shows the second stage of beam formation;
<Desc/Clms Page number 2>
Figs. 4 to 9 show, in cross-section, an apparatus, in use, in the process of forming the flat sheet of Fig. l to the state depicted in Fig. 3; Fig. 10 shows a beam in cross-section, being a sheet folded as shown in Fig. 9, and with a first form of bracing means; Fig. 11 shows a beam in cross-section, being a folded sheet as shown in Fig. 10 and with second bracing means, being a variant of the bracing means depicted in Fig. 10 ; Fig. 12 shows a beam in cross-section, being a folded sheet as shown in Fig. 9 and with a bracing means of an alternative form to that of Fig. 10 or Fig. 11 ; Fig. 13 shows, pictorially, the beam and bracing means of Fig. 12; Fig. 14 shows an apparatus comprising a beam as depicted in Fig. 11, constituting a trackway and a trolley runnable on wheels along the trackway; Fig. 15 shows a variant of the arrangement of Fig. 14; and, Fig. 16 shows an apparatus comprising a beam as depicted in Fig. 11 constituting a trackway and a trolley slidably runnable on the trackway.
The flat metal sheet 11 is first cut such as to ensure that the longitudinal edges 13a, 13b, respectively, are accurately straight and parallel to one another. For the formation of beams suitable for use as trackways for the tool-carrying carriage of a machine tool, a lathe, for example, the flat metal sheet 11 from which the trackway is to be formed, should have edges that are parallel to
<Desc/Clms Page number 3>
one another to within an accuracy of width/length parallelism of the order O. 01mm/lOOmm. Whilst such accuracy in parallelism of the edges of the metal sheet might be achieved by other means, current practice favours the use of Laser cutting methods.
The sheet 11 having been cut accurately to a width X with the edges 13a, 13b, of the sheet with a requisite parallelism, the sheet is converted to the form represented in Fig. 3, using the apparatus depicted in each of Figs. 4 to 9.
The apparatus comprises an anvil 15, an adjustably fixable stop 17, and a press tool 19.
The anvil 15 comprises an elongate steel block 21 in the upper surface of which there is a V-shaped channel 23 extending lengthwise of the block 21 between two horizontal coplanar surface portions 25a, 25b.
The stop 17 is constituted as an elongate steel bar 27 having an accurately flat face 29. The bar 27 is adjustably fixably connected to the block 21, with its face 29 spaced accurately, with requisite spacing from the line of the apex of the V-shaped channel 23 to extend parallel to the direction of length of the channel, with a parallelism of the order five times greater than that between the edges 13 of the metal sheet 11. Such an order of accuracy may be achieved using optical methods.
Conventionally, however, such accuracy is achieved empirically, applying manual fine angular adjustment of the stop 17.
<Desc/Clms Page number 4>
The press tool 19 which, also, is of steel, has an elongate nose portion 19a of V-shaped cross section, the angle of the nose portion 19a being less than that of the V-shaped channel 23 of the block 21.
In forming a beam, a sheet 11 is brought (Fig. 4) to lie flat upon the coplanar surface portions 25a, 25b, of the block 21 with one 13a of its edges pressed firmly against the face 29 of the block 21.
With the sheet 11 so supported, the action of the press tool 19 and the block 21, at entry of the tool 19 into the channel 23, to an extent determined by a depthtravel limiting stop (not shown), results (Figs. 2 and 5) in the bending of the sheet 11 about a fold line 31a inset from the edge 13a of the sheet 11 to produce an upstanding flange 33a of predetermined height along one of the longitudinal margins of the sheet.
The sheet 11 is, next, turned around through 180 degrees thereby to present (Fig. 6) the other of its longitudinal edges 13b for abutment with the stop 17, and the action of the press tool 19 and block 21 is repeated, the sheet 11 being bent (Figs. 2 and 7) about a second fold line 31b, inset from the edge 13b with a spacing identical to that of the fold line 31a, thereby to produce, in the sheet, an upstanding flange 33b extending along the other longitudinal margin of the sheet.
The two lateral flanges 33a, 33b, of equal angle, normal in the example, with respect to the sheet material 33c, therebetween, having been formed as aforesaid, the adjustably-fixable stop 17 is reset to a position such
<Desc/Clms Page number 5>
that (Fig. 8), with the flanged sheet 11 supported on the upper surface portions 25a, 25b, of the block 21, with the flange 31a pressed against the face 29a of the stop 29, the longitudinally-extending lines defined by the apices of the V-shaped nose portion 19a and the V-shaped channel 23, of press tool 19 and of the block 21, respectively, are at positions such that the upon operation of the press tool, the sheet material 33c is bent (Figs. 3 and 9) about a longitudinal central fold line 35 to form walls 37a, 37b, inclined to one another at, in the example, a right angle, the inclined walls 37a, 37b, and the flanges 33a, 33b, being symmetrical, at 45, that is to say, with respect to the plane P containing the junctures of said inclined walls with said flanges.
The final step in the formation of the beam comprises reinforcing the innate stiffness of the folded sheet, as represented in Fig. 9, bracing it against bending under load.
To this end, the final step may (Fig. 10) comprise the provision, within the mouth of the folded sheet depicted in Fig. 9, of bracing means having the form of a strip 39 of sheet steel, longitudinal edges 41a, 41b, respectively, of which are parallel with one another, the strip 39 being united, by tack welds between the mutually inclined walls 37a, 37b, and the edges 41a, 41b, respectively, of the strip.
The bracing strip 39 may (Fig. 11), instead of being wholly flat, be provided with longitudinally-extensive
<Desc/Clms Page number 6>
marginal flat portions 43a, 43b, respectively, each at an angle such that these may lie in face to face contact with the inclined walls 37a, 37b, spot welds uniting the flat marginal portions with said inclined walls 37a, 37b, at intervals along said marginal portions. In either case, the folded form of Fig. 9 is, whilst the strip 39 is being tack or spot welded, held between faces 45a, 45b, of two rigid bodies.
An alternative method of bracing the folded form, shown in Figs. 12 and 13, comprises clasping the folded form with a multiplicity of external constraint members, as 47, spaced apart at intervals along the folded form as depicted in Fig. 9. Each constraint member 47 comprises a body 49 of flat sheet steel cut-away such as to define a re-entrant recess, the boundary of the recess being such that first and second portions 51a, 51b, respectively, thereof match the external local contour of the folded form shown in Fig. 9, with a snug fit around each of the junction lines 31a, 31b, between the flanges 33a, 33b, and the inclined walls 37a, 37b, of the folded form.
Except in the neighbourhood of such junction lines, there is clearance 55 between the inclined walls 37a, 37b, and the boundary of the re-entrant recess of the member 43.
A primary application for a beam produced as hereinbefore described is as a trackway for the tool carriage of a machine tool, a lathe, for example.
Such trackway is represented schematically in cross-section in Fig. 14. The carriage 57 has two pairs of wheels, one wheel-pair 59, only, of which is to be seen
<Desc/Clms Page number 7>
in Fig. 14, said wheel-pairs being spaced apart fore and aft.
The wheels, as 61,63, of each of the two wheel-pairs, are rotatable about laterally equi-spaced vertical axes, as Y'-Y', Y"--Y".
As may be observed in Fig. 14, one 61 of the wheels 61, 63, is trapped against movement, other than rotary movement about the axis Y'---Y', first and second peripheral surfaces 65a, 65b, of the wheel 61 being in contact, respectively, with first and second surfaces 67a, 67b, the one 67a on the inwards facing surface of one 33a of the flanges, the other 65b on the inwards facing surface 37a'of the inclined wall 37a, at a position adjacent to said one flange 33a. The second wheel 63 is trapped, as before, against movement, other than rotary movement, first and second peripheral surfaces 69a, 69b, respectively, thereof being in contact, respectively, with first and second surfaces 71a, 71b, the one 71a on the inwards facing surface of the other 33b of said flanges, the other 71b on the inwards facing surface of the inclined wall 37b, adjacent to said other flange 33b.
In the apparatus described with reference to Fig. 15 the wheels 61,63, of the carriage 57 have peripheral surfaces 65a, 65b ; 69a, 69b, respectively, that are in contact with appropriate ones of the outwards facing surfaces 67a, 67b, 71a, 71b, of the flanges 33a, 33b, and of the inclined walls 37a, 37b, as the case may be.
In the apparatus of Fig. 16, the carriage 57, suitably
<Desc/Clms Page number 8>
the tail-stock of a lathe, has a slideable runner part 73 which as before is constructed, arranged and adapted to cooperate with the beam such as, by sliding movement along the beam, to enable positional adjustment of the carriage along the trackway.

Claims (16)

  1. CLAIMS 1. A method of forming a beam, being a method which comprises: bending a body of flat sheet metal, having longitudinally-extensive, substantially parallel, edges, about notional parallel fold lines, respectively inset with respect to said parallel edges, such as to render said sheet metal body to a channel-form, that is to say, a body having a flat web portion with upstanding lateral flange portions; bending said web portion about a longitudinal medial fold line thereof such as to convert said web portion from a flat to a substantially V-shaped channel part; and, subjecting the inclined walls of said channel part to the action of bracing means serving to oppose any tendency of the channel part to bend under load.
  2. 2. The method as claimed in claim 1 in which the lateral flange portions of said channel are at equal angles with respect to the web portion of the channel.
  3. 3. The method as claimed in claim 1 or 2 in which said bracing means comprises a strip of sheet metal having longitudinal edges parallel with one another, said strip being disposed within said V-shaped channel and being united with said walls by welds between the strip and said walls at intervals therealong.
    <Desc/Clms Page number 10>
  4. 4. The method as claimed in claim 3 in which said bracing strip is united with said walls at tack welds along the edges thereof.
  5. 5. The method as claimed in claim 1 or 2 in which said bracing strip has longitudinally-extensive marginal flat portions at an angle such that these lie in contact with said walls, and spot welds unite said flat marginal portions with said walls at intervals along said marginal portions.
  6. 6. The method as claimed in claim 1 or 2 in which said bracing means comprises: a multiplicity of bracket members spaced apart externally along said V-shaped channel, being bracket members having opposed re- entrant portions within which said flanges and adjacent portions of said walls have a snug fit.
  7. 7. The method as claimed in any preceding claim in which said web portion is bent to a V-shaped channel the inclined walls of which subtend an angle the magnitude of which is such that said inclined walls and said lateral flanges make angles of equal magnitude with respect to the plane containing the opposed lines defining the junctures of said inclined walls with said flanges.
  8. 8. The method as claimed in claim 7 in which the web portion is bent such that inclined walls and said flanges make angles of 45 with respect to said plane.
    <Desc/Clms Page number 11>
  9. 9. A method of forming a beam, being the method substantially as hereinbefore described with reference to Figs. 1 to 9 together with Fig. 10, Fig. 11, or Fig. 12 of the accompanying drawings.
  10. 10. A beam produced using the method as claimed in any of the preceding claims.
  11. 11. An apparatus which comprises: a beam as claimed in claim 10 to serve as a trackway, and carriage means constructed arranged and adapted to co-act with said trackway such as to be held captive thereto whilst being permitted movement therealong.
  12. 12. An apparatus as claimed in claim 11 in which: said carriage means comprises: first and second wheels respectively rotatable about first and second laterally spaced vertical axes, said first wheel being trapped against movement, other than rotary movement, with first and second peripheral surfaces thereof in contact, respectively, with first and second surfaces, the one on one of the flanges, the other on the channel wall surface adjacent to said one flange, and said second wheel being trapped, as before, against movement, other than rotary movement, with first and second surfaces thereof in contact, respectively, with first and second surfaces, the one on the other of the flanges, the other on the channel wall surface adjacent to the other flange.
    <Desc/Clms Page number 12>
  13. 13. An apparatus as claimed in claim 11 in which said carriage means comprises: slide means which bridges said trackway and which is held captive thereto whilst being permitted sliding movement therealong, being slide means having first and second lateral surfaces thereof in contact, respectively, with first and second surfaces, the one on one of the flanges, the other on the channel wall surface adjacent to said one flange, and having third and fourth lateral surfaces thereof in contact, respectively, with first and second surfaces, the one on the other of the flanges, the other on the channel wall surface adjacent to the other flange.
  14. 14. An apparatus comprising a beam, constituting a trackway and a carriage slideably runnable along said trackway, all as substantially hereinbefore described with reference to the accompanying drawings.
  15. 15. A method of forming a beam substantially as hereinbefore described with reference to Figs. 1 to 9 together with Figs. 10,11, or 12 of the accompanying drawings.
  16. 16. A beam substantially as hereinbefore described with reference to the accompanying drawings.
GB0118424A 2001-07-28 2001-07-28 Beams their formation and their use as a trackway Withdrawn GB2378143A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
GB0118424A GB2378143A (en) 2001-07-28 2001-07-28 Beams their formation and their use as a trackway
AU2002314392A AU2002314392A1 (en) 2001-07-28 2002-07-22 Fibreboard container with plastic closure
PCT/GB2002/003352 WO2003011491A1 (en) 2001-07-28 2002-07-22 Fibreboard container with plastic closure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB0118424A GB2378143A (en) 2001-07-28 2001-07-28 Beams their formation and their use as a trackway

Publications (2)

Publication Number Publication Date
GB0118424D0 GB0118424D0 (en) 2001-09-19
GB2378143A true GB2378143A (en) 2003-02-05

Family

ID=9919359

Family Applications (1)

Application Number Title Priority Date Filing Date
GB0118424A Withdrawn GB2378143A (en) 2001-07-28 2001-07-28 Beams their formation and their use as a trackway

Country Status (3)

Country Link
AU (1) AU2002314392A1 (en)
GB (1) GB2378143A (en)
WO (1) WO2003011491A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2000608A2 (en) * 2007-06-05 2008-12-10 Turres S.r.l. Upright structural element for a tower designed to support electrical cables and method of obtaining the same
WO2022185337A1 (en) * 2021-03-01 2022-09-09 Ready Structures Associates Llp Plurality of forms for reinforcement in composite material and process thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB933543A (en) * 1960-05-31 1963-08-08 Jacob Rosanes Improvements in and relating to structural elements and the manufacture thereof
GB1509327A (en) * 1975-06-30 1978-05-04 Palmer Shile Co Beam construction and method of manufacture of the beam
DE3319745A1 (en) * 1983-05-31 1984-12-13 Linge, Walter, Dipl.-Ing., 2800 Bremen Sheet-steel girder, and method for manufacturing a sheet-steel girder for an intermediate floor

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB934964A (en) * 1961-11-25 1963-08-21 Jacob Rosanes Improvements in and relating to structural elements and the manufacture thereof
US5483782A (en) * 1994-01-03 1996-01-16 Hall; Donald M. Load bearing beam having corrosion resistant cladding
US5732582A (en) * 1996-06-27 1998-03-31 Knudson; Gary A. Structural member forming apparatus and method
GB2355680A (en) * 1999-09-15 2001-05-02 David Thomas Weller Lathe conversion kit

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB933543A (en) * 1960-05-31 1963-08-08 Jacob Rosanes Improvements in and relating to structural elements and the manufacture thereof
GB1509327A (en) * 1975-06-30 1978-05-04 Palmer Shile Co Beam construction and method of manufacture of the beam
DE3319745A1 (en) * 1983-05-31 1984-12-13 Linge, Walter, Dipl.-Ing., 2800 Bremen Sheet-steel girder, and method for manufacturing a sheet-steel girder for an intermediate floor

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2000608A2 (en) * 2007-06-05 2008-12-10 Turres S.r.l. Upright structural element for a tower designed to support electrical cables and method of obtaining the same
EP2000608A3 (en) * 2007-06-05 2012-07-04 Turres S.r.l. Upright structural element for a tower designed to support electrical cables and method of obtaining the same
WO2022185337A1 (en) * 2021-03-01 2022-09-09 Ready Structures Associates Llp Plurality of forms for reinforcement in composite material and process thereof

Also Published As

Publication number Publication date
WO2003011491B1 (en) 2003-03-27
AU2002314392A1 (en) 2003-02-17
GB0118424D0 (en) 2001-09-19
WO2003011491A1 (en) 2003-02-13

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