US20040035812A1 - Shelving - Google Patents

Shelving Download PDF

Info

Publication number
US20040035812A1
US20040035812A1 US10/380,424 US38042403A US2004035812A1 US 20040035812 A1 US20040035812 A1 US 20040035812A1 US 38042403 A US38042403 A US 38042403A US 2004035812 A1 US2004035812 A1 US 2004035812A1
Authority
US
United States
Prior art keywords
shelving
profile bar
reinforcement strip
structural
profile
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.)
Abandoned
Application number
US10/380,424
Other languages
English (en)
Inventor
Ulrich Bohnacker
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.)
Tegometall International AG
Original Assignee
Tegometall International AG
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 Tegometall International AG filed Critical Tegometall International AG
Assigned to TEGOMETALL (INTERNATIONAL) AG reassignment TEGOMETALL (INTERNATIONAL) AG ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: BOHNACKER, ULRICH
Publication of US20040035812A1 publication Critical patent/US20040035812A1/en
Abandoned legal-status Critical Current

Links

Images

Classifications

    • A—HUMAN NECESSITIES
    • A47—FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
    • A47B—TABLES; DESKS; OFFICE FURNITURE; CABINETS; DRAWERS; GENERAL DETAILS OF FURNITURE
    • A47B47/00—Cabinets, racks or shelf units, characterised by features related to dismountability or building-up from elements
    • A—HUMAN NECESSITIES
    • A47—FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
    • A47B—TABLES; DESKS; OFFICE FURNITURE; CABINETS; DRAWERS; GENERAL DETAILS OF FURNITURE
    • A47B96/00—Details of cabinets, racks or shelf units not covered by a single one of groups A47B43/00 - A47B95/00; General details of furniture
    • A47B96/14—Bars, uprights, struts, or like supports, for cabinets, brackets, or the like
    • A47B96/1441—Horizontal struts
    • A—HUMAN NECESSITIES
    • A47—FURNITURE; DOMESTIC ARTICLES OR APPLIANCES; COFFEE MILLS; SPICE MILLS; SUCTION CLEANERS IN GENERAL
    • A47B—TABLES; DESKS; OFFICE FURNITURE; CABINETS; DRAWERS; GENERAL DETAILS OF FURNITURE
    • A47B96/00—Details of cabinets, racks or shelf units not covered by a single one of groups A47B43/00 - A47B95/00; General details of furniture
    • A47B96/14—Bars, uprights, struts, or like supports, for cabinets, brackets, or the like
    • A47B96/145—Composite members, i.e. made up of several elements joined together

Definitions

  • the invention relates to a structural member for shelving (structural shelving member), particularly to a column or transverse crossbar for steel shelving.
  • Ordinary shelving comprises an arrangement of vertical columns (uprights) and horizontal crossbars (connecting bars) and brackets or other rods carrying palettes or shelves for storage of goods.
  • Structural members of various profiles have been used for the columns, transverse crossbars and other rods of such shelving.
  • profile is used hereunder to designate the shape of the structural member in a cross-sectional area perpendicular to the length of the member.
  • Such structural members can be manufactured from flat roller-milled sheet metal which is metal-formed by roll-forming (continuous bending by means of rolls) to form the structural member of the desired profile.
  • the profile is the same over the entire length of the structural member.
  • An example for roll-forming of structural members from sheet metal is disclosed in EP-A-0 715 974.
  • DE-A-24 59 421 discloses a double-T-profile for use as a crossbar in steel shelving.
  • This profile comprises parallel upper and lower flanges connected by a web. It is shaped from a single sheet metal in a way that the upper and lower flanges which are stressed relatively high consist of two layers of sheet metal whereas the web which is stressed relatively low consists of only a single layer of sheet metal.
  • the two sheet metal layers of the upper and lower flanges are each obtained by folding from a single metal sheet.
  • DE-A-24 21 918 shows a similar member having a separate strip of sheet metal inserted between the two layers of each of the upper and lower flanges to further reinforce the structural member.
  • Further structural members for shelving-and made from single layer or multilayer sheet metal are shown in DE-C-26 28 537 and DE-A-30 02 401.
  • WO 00/29138 discloses a method for manufacturing a structural member starting out from sheet metal having portions of different thickness.
  • the sheet metal is obtained by welding two thinner sheet metal strips to the lengthwise edges of a thicker sheet metal strip. The two thinner strips are then bent to obtain a U-profile with thinner legs and a thicker web. The profile is the same over the entire length of the member.
  • DE-C-195 25 347 and WO 99/05380 disclose structural steel members for use in car bodies and in buildings, which have reinforcement plates welded thereon. The one disclosed in WO 99/05380 is filled with concrete.
  • the structural shelving member comprises a profile bar. Different profile cross-sections of the structural shelving member are achieved by a reinforcement strip reinforcing the profile bar and extending along the length but only over a portion but not over the entire length of the profile bar or of the structural shelving member. This results also in an efficient use of material.
  • the reinforcement strip can be formed integrally connected with the profile bar.
  • both are separate pieces of sheet material which, during manufacturing of the structural shelving member, are commonly supplied and connected to each other.
  • steel shelving is usually disassembled for delivery and transport and is only assembled at its final destination to save transport volume, its high weight can cause shipping costs to exceed manufacturing costs.
  • An efficient use of material in accordance with the invention lowers the weight of shelving in relation to its load carrying capability and thus reduces costs of manufacturing and transport.
  • Subclaims 2 to 4 relate to preferred ways of interconnecting the reinforcement strip and the profile bar.
  • An embodiment according to claim 5 has the particular advantage that the reinforcement strip does not affect the look of the shelving.
  • Claims 6 to 8 relate to more explicit embodiments of structural members for shelving combining an efficient use of material with high load carrying capability.
  • Claims 9 to 13 relate to economical methods for manufacturing a structural shelving member in accordance with the invention.
  • FIG. 1 shows heavy load shelving
  • FIGS. 2 and 3 show a schematic representation of two different installations for manufacturing structural shelving members
  • FIG. 4 shows a transverse cross bar
  • the heavy load shelving shown in FIG. 1 comprises vertical columns 1 interconnected by horizontal transverse crossbars 2 and horizontal and diagonal bracing struts 4 .
  • Shelves 3 and depthwise rods 5 used to deposit goods rest on the transverse cross bars 2 .
  • a foot plate 9 is welded to the bottom face of each column 1 .
  • An engagement plate 10 is welded to each side face of each transverse crossbar 2 and has hooks (not shown) for engagement with holes (not shown) in the columns 1 .
  • the columns 1 , transverse crossbars 2 , bracing struts 4 and depthwise rods 5 are different structural shelving members made of steel.
  • Each portion of a shelving column 1 carries the part of the shelving load above itself. Thus, the buckle load on the column 1 increases from the top to the bottom of the column. This course of load is taken into account in the profile of the column 1 .
  • FIG. 1 also shows the profile of the column 1 in cross-section perpendicular to the length of the column at two positions.
  • the column 1 comprises a profile bar 11 extending over its entire length.
  • the profile bar is made by roll-forming from sheet metal and has the same hollow profile over its entire length.
  • the hollow profile is not entirely closed because each column 1 has a slit 8 along the entire length of the column where the columns 1 face each other along the narrower sides of the shelving.
  • the bracing struts engage the slits 8 and are fixed therein by welding or screwing.
  • the profile in the upper portion 6 of each column is exclusively defined by the profile bar 11 .
  • the lower portion 7 of the column 1 comprises two additional reinforcement strips 12 extending along the length of the column and fixed to two opposite inner walls of the profile bar 11 .
  • the fixing can be made by welding, screwing, riveting, clinching or other positive or non-positive connections.
  • the reinforcement strips 12 are mounted to those inner walls of the profile bar 11 which are perpendicular to the wall having the slit 8 . Hence, they reinforce the column 1 against buckling within the plane of the front face or rear face of the shelving, i.e. within the plane of the transverse cross-bars 2 .
  • This reinforcement is important because, other than the narrower side faces of the shelving, those front and rear faces have no or only few diagonal struts because these would obstruct access to the shelves.
  • the transverse crossbars 2 are often not very rigidly engaged with the columns 1 and thus their ability to support the columns is limited.
  • the upper portion 6 without reinforcement strips 12 extends over 4 ⁇ 5 or more and the lower portion 7 having reinforcement strips 12 extends from the foot plate 9 over about 1 ⁇ 5 or less of the length of the shelving column.
  • the reinforcement strips In heavy load shelving being 12 m high or more, the reinforcement strips have a length of up to about 2.5 m.
  • FIG. 2 shows a schematic diagram of an installation for manufacturing the columns 1 . Also shown is the profile section, respectively formed in the different steps of the manufacturing process.
  • the installation comprises a levelling machine 21 , having a coil 22 of a first sheet metal 23 and two coils, one 24 of which only being visible of a second sheet metal 25 .
  • the levelling machine 21 uncoils the sheet metals 23 , 25 from the coils 22 , 24 , straightens them and supplies them parallel to each other in the same direction.
  • the installation further comprises connection and roll-forming means 26 in which individually cut strips of the second sheet metal 25 are connected to the first sheet metal 23 by welding or clinching. Prior to or after making the connection, the first sheet metal 23 is roll-formed to form the profile of the profile bar 11 .
  • Cutting means 27 cut the first sheet metal 23 into pieces having the length of a column 1 which is longer than the strip of the second sheet metal 25 fixed thereto.
  • Punching means 28 punch holes (not shown) into the first sheet metal 23 for engagement by the transverse crossbars 2 and for fixture of the bracing struts 4 by screwing.
  • a foot plate 9 (FIG. 1) is welded to one end of the compound of first and second sheet metals 23 , 25 , where ends of the first and second sheet metals 23 , 25 are flush.
  • the first sheet metal 23 forms the profile bar 11 and the two strips of second sheet metal 25 form the reinforcement strips 12 .
  • FIG. 3 shows a modification of the installation of FIG. 2. That modification comprises two different levelling machines 31 , 32 for supplying the first sheet metal 23 and the second sheet metal 25 from opposite directions.
  • the sheet metals 23 , 25 are uncoiled from respective coils 22 , 24 and are straightened.
  • Roll-forming and cutting means 33 are provided for giving the first sheet metal 23 the profile of the profile bar 11 , cutting it to the length of a column 1 and supplying it to connection means 34 .
  • the connection means 34 are supplied from the opposite direction with two parallel strips of the second sheet metal 25 .
  • These strips are inserted from the front side into the profile bar 11 made from the first sheet metal 23 and are cut to a shorter length than the profile bar 11 by the connecting means 34 to form the reinforcement strips 12 .
  • the reinforcement strips are fixed to mutually opposite inner faces of the profile bar 11 by welding or clinching.
  • a portion 7 of the column comprises reinforcement strips whereas another portion 6 is void of reinforcement strips.
  • FIG. 4 shows a side view of the transverse crossbar 2 when-the engagement plates 10 are not yet welded to its two ends. Also shown are cross-sections along lines A-A and B-B. Similar to the column 1 , the transverse crossbar 2 comprises a profile bar 41 and a reinforcement strip 42 .
  • the profile bar 41 extends along the entire length of the transverse crossbar 2 and shows a rectangular hollow profile in cross-section perpendicular to its lengthwise direction. The hollow profile is not entirely closed. Namely, the lower side of the profile bar 41 comprises a slit 43 .
  • the reinforcement strip 42 is deposited on the bottom within the profile bar 41 where it covers the slit 43 .
  • the reinforcement strip 42 is welded at the slit 43 to the profile bar 41 and carries part of the load of the crossbar 2 in use.
  • the length of the reinforcement strip 42 is about. 1 ⁇ 5 the length of the crossbar 2 .
  • the adjacent end portions 45 each having 2 ⁇ 5 the length of the crossbar 2 comprise no reinforcement strips. Further reinforcement strips could, however, be provided at the outermost ends of the crossbar 2 to increase the rigidity of its connection to the engagement plate 10 and thus to the column 1 .
  • FIG. 2 or 3 can also be used for manufacturing the transverse crossbar 2 ., wherein one coil only is required to provide the second sheet metal.
  • the reinforcement strip 12 , 42 is made from sheet material separate from the sheet material of the profile bar 11 , 41 and is fixed on its flat side to the latter.
  • the first and second sheet materials 23 , 25 have the same metal composition and thickness and differ only by their width. However, different materials and/or different thicknesses could also be used. It is also conceivable to manufacture the reinforcement strip integrally with the profile bar by bending part of the sheet material of the profile bar to the location of the reinforcement strip.
  • the profile bar extends over the entire length of the structural shelving member whereas the reinforcement strip extends over ⁇ fraction (1/20) ⁇ or ⁇ fraction (1/10) ⁇ to 1 ⁇ 5 or 1 ⁇ 2 the length of the structural shelving member or the profile bar.
  • the profile bar is hollow except that it includes the reinforcement strip or strips.
  • the profile bar has a lengthwise slit, i.e. has an open profile which facilitates manufacturing by roll-forming.
  • Heavy load shelving comprising structural shelving members according to the invention can typically carry 50% higher loads than conventional shelving having the same weight.

Landscapes

  • Assembled Shelves (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Warehouses Or Storage Devices (AREA)
  • Cabinets, Racks, Or The Like Of Rigid Construction (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)
  • Pallets (AREA)
  • Centrifugal Separators (AREA)
US10/380,424 2000-09-21 2001-09-21 Shelving Abandoned US20040035812A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE10046947A DE10046947C2 (de) 2000-09-21 2000-09-21 Träger
DE10046947.7 2000-09-21
PCT/EP2001/010954 WO2002024030A1 (en) 2000-09-21 2001-09-21 Shelving

Publications (1)

Publication Number Publication Date
US20040035812A1 true US20040035812A1 (en) 2004-02-26

Family

ID=7657200

Family Applications (1)

Application Number Title Priority Date Filing Date
US10/380,424 Abandoned US20040035812A1 (en) 2000-09-21 2001-09-21 Shelving

Country Status (27)

Country Link
US (1) US20040035812A1 (es)
EP (1) EP1322202A1 (es)
JP (1) JP4370094B2 (es)
KR (1) KR20020067909A (es)
CN (1) CN1189121C (es)
AU (1) AU2161702A (es)
BG (1) BG106844A (es)
BR (1) BR0107233A (es)
CA (1) CA2392358A1 (es)
CZ (1) CZ20021750A3 (es)
DE (1) DE10046947C2 (es)
EC (1) ECSP024256A (es)
HK (1) HK1053959A1 (es)
HR (1) HRP20020436A2 (es)
HU (1) HUP0204004A2 (es)
IL (1) IL149215A0 (es)
MX (1) MXPA02004995A (es)
NO (1) NO20022353L (es)
PE (1) PE20020314A1 (es)
PL (1) PL354255A1 (es)
RU (1) RU2003107680A (es)
SK (1) SK8402002A3 (es)
TW (1) TW562910B (es)
UY (1) UY26940A1 (es)
WO (1) WO2002024030A1 (es)
YU (1) YU36502A (es)
ZA (1) ZA200203251B (es)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080284183A1 (en) * 2007-05-15 2008-11-20 Shape Corporation Impact beam with double-wall face
US20090113845A1 (en) * 2006-05-30 2009-05-07 Richter System Gmbh & Co. Kg Sheet metal section for dry construction
US20150114919A1 (en) * 2013-10-30 2015-04-30 Wan Young Lee Storage rack
US20150203053A1 (en) * 2012-07-03 2015-07-23 Modul-System Hh Ab Shelf
US11026509B2 (en) * 2016-12-16 2021-06-08 Peak Innovations Inc. Shelving system

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004022743A1 (de) * 2004-05-07 2005-11-24 Nedcon Magazijninrichting B.V. Geschlossenes Rechteckprofil sowie Montage- und Schweissvorrichtung zur Herstellung eines geschlossenen Rechteckprofils
DE102006045225B4 (de) * 2006-09-26 2009-10-22 Göpfert, Janine Präsentationsanordnung
KR100776531B1 (ko) * 2006-11-24 2007-11-19 주식회사 한국랙스 파렛트랙 로드빔 결합용 브라켓 및 그의 제조방법
DE102007002637A1 (de) * 2007-01-12 2008-07-17 Raumplus Gmbh & Co. Kg Regalsystem
DE102009032423B4 (de) 2009-07-09 2016-06-02 Voestalpine Krems Finaltechnik Gmbh Horizontalregalträger, der zum horizontalen Einbau in ein Regal ausgelegt ist, und Verfahren zur Herstellung eines solchen Horizontalregalträgers
DE202009009414U1 (de) 2009-07-09 2009-11-19 Voestalpine Krems Finaltechnik Gmbh Horizontalträger, der zum horizontalen Einbau in ein Regal ausgelegt ist, und Regal mit einem solchen Horizontalträger
US9386855B2 (en) * 2013-09-27 2016-07-12 Pro-Mart Industries, Inc. Storage rack and cross-bar support
DE202014102178U1 (de) 2014-05-09 2015-08-11 Tegometall International Ag Regal-Traverse
ES1135937Y (es) * 2015-01-23 2015-05-06 Tecniglobalrack S L Estanteria
DE102017120790A1 (de) * 2017-09-08 2019-03-14 Björn Falkenhagen Verbindungselement zur Verbindung von Profilen

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3241285A (en) * 1964-05-27 1966-03-22 Int Nickel Co Structural member for supporting loads
US4129974A (en) * 1974-06-18 1978-12-19 Morris Ojalvo Warp-restraining device and improvement to beams, girders, arch ribs, columns and struts
US4315386A (en) * 1978-12-13 1982-02-16 Clarke Garry W Portal building structures
US4385476A (en) * 1980-09-22 1983-05-31 United States Gypsum Company Web stiffener for light-gauge metal framing members
US4461134A (en) * 1981-07-06 1984-07-24 Lowe Colin F Sheet metal beam
US4720957A (en) * 1983-05-23 1988-01-26 Madray Herbert R Structural component
US5012938A (en) * 1990-02-16 1991-05-07 S&K Enterprises, Inc. Storage rack corner post
US5141114A (en) * 1990-08-16 1992-08-25 Cate Metal Products, Inc. Material handling method and apparatus
US5326204A (en) * 1992-11-20 1994-07-05 Wolpac, Inc. Dunnage support bar
US5584624A (en) * 1995-02-10 1996-12-17 Shape Corp. Dunnage rack bar
US5876165A (en) * 1997-06-18 1999-03-02 Transportation Technology Group Dunnage bar

Family Cites Families (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB818459A (en) * 1954-05-03 1959-08-19 Frank Richard Noakes Improvements in or relating to metal rack constructions
DE2421918A1 (de) * 1974-05-07 1975-11-27 Arbed Kaltprofile fuer konstruktionszwecke
DE2459421A1 (de) * 1974-12-16 1976-06-24 Galler Kg Kaltgewalzter profiltraeger aus stahlblech
AR207898A1 (es) * 1975-06-30 1976-11-08 Palmer Shile Co Viga para soporte de plataformas
NL8000376A (nl) * 1979-01-26 1980-07-29 Pozzer Gabriele Modulair samenstelbaar rek.
GB2054356B (en) * 1979-07-25 1984-06-06 Sageline Ltd Structural member for shelves etc
CA2140999A1 (en) 1994-11-07 1996-05-08 Jennifer Leigh Gabor Triplex tread
DE4442434C1 (de) * 1994-11-29 1995-10-05 Welser Ohg Josef Verfahren zum Herstellen rollgeformter Hohlprofile aus Blech
DE19525347C1 (de) * 1995-07-12 1996-07-11 Ymos Ag Ind Produkte Leistenförmiges Strukturbauteil und Verfahren zu seiner Herstellung
US5797501A (en) * 1996-12-31 1998-08-25 Gunten Lee L Von Gravity shelf structure support
EP0855157A1 (en) * 1997-01-10 1998-07-29 Losey Ltd Modular structure for metal shelving or the like
KR19990011043A (ko) * 1997-07-21 1999-02-18 김중식 금속피복 콘크리트부재
DE29803113U1 (de) * 1998-02-21 1998-04-09 Meta Regalbau Gmbh & Co Kg Regal
DE19852462A1 (de) * 1998-11-13 2000-05-25 Welser Ohg Josef Verfahren zum Herstellen eines Profils unterschiedlicher Wandstärke

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3241285A (en) * 1964-05-27 1966-03-22 Int Nickel Co Structural member for supporting loads
US4129974A (en) * 1974-06-18 1978-12-19 Morris Ojalvo Warp-restraining device and improvement to beams, girders, arch ribs, columns and struts
US4315386A (en) * 1978-12-13 1982-02-16 Clarke Garry W Portal building structures
US4385476A (en) * 1980-09-22 1983-05-31 United States Gypsum Company Web stiffener for light-gauge metal framing members
US4461134A (en) * 1981-07-06 1984-07-24 Lowe Colin F Sheet metal beam
US4720957A (en) * 1983-05-23 1988-01-26 Madray Herbert R Structural component
US5012938A (en) * 1990-02-16 1991-05-07 S&K Enterprises, Inc. Storage rack corner post
US5141114A (en) * 1990-08-16 1992-08-25 Cate Metal Products, Inc. Material handling method and apparatus
US5326204A (en) * 1992-11-20 1994-07-05 Wolpac, Inc. Dunnage support bar
US5584624A (en) * 1995-02-10 1996-12-17 Shape Corp. Dunnage rack bar
US5876165A (en) * 1997-06-18 1999-03-02 Transportation Technology Group Dunnage bar

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090113845A1 (en) * 2006-05-30 2009-05-07 Richter System Gmbh & Co. Kg Sheet metal section for dry construction
US20080284183A1 (en) * 2007-05-15 2008-11-20 Shape Corporation Impact beam with double-wall face
US20150203053A1 (en) * 2012-07-03 2015-07-23 Modul-System Hh Ab Shelf
US20150114919A1 (en) * 2013-10-30 2015-04-30 Wan Young Lee Storage rack
US11026509B2 (en) * 2016-12-16 2021-06-08 Peak Innovations Inc. Shelving system
US11297942B2 (en) * 2016-12-16 2022-04-12 Peak Innovations Inc. Shelving system

Also Published As

Publication number Publication date
UY26940A1 (es) 2002-04-26
CZ20021750A3 (cs) 2003-01-15
DE10046947C2 (de) 2002-11-28
HK1053959A1 (zh) 2003-11-14
YU36502A (sh) 2004-09-03
BG106844A (en) 2003-01-31
KR20020067909A (ko) 2002-08-24
NO20022353D0 (no) 2002-05-16
TW562910B (en) 2003-11-21
CA2392358A1 (en) 2002-03-28
BR0107233A (pt) 2002-07-09
HUP0204004A2 (en) 2003-03-28
ECSP024256A (es) 2002-08-01
DE10046947A1 (de) 2002-05-02
PE20020314A1 (es) 2002-08-19
SK8402002A3 (en) 2002-11-06
IL149215A0 (en) 2002-11-10
WO2002024030B1 (en) 2002-07-04
CN1400875A (zh) 2003-03-05
AU2161702A (en) 2002-04-02
EP1322202A1 (en) 2003-07-02
JP2004508864A (ja) 2004-03-25
PL354255A1 (en) 2003-12-29
ZA200203251B (en) 2002-10-24
RU2003107680A (ru) 2004-08-10
CN1189121C (zh) 2005-02-16
WO2002024030A1 (en) 2002-03-28
JP4370094B2 (ja) 2009-11-25
MXPA02004995A (es) 2003-05-23
HRP20020436A2 (en) 2004-02-29
NO20022353L (no) 2002-05-16

Similar Documents

Publication Publication Date Title
US20040035812A1 (en) Shelving
US4955490A (en) Shelf system, particularly pallet shelf system
CA2675580C (en) Stud with lengthwise indented ribs and method
IE55045B1 (en) Constructional system using lost shutterings
EP0418551B1 (de) Anbauregal od. dgl. Lagervorrichtung, insbesondere für Langgut
EP0649949A1 (en) Structural beam
EP3398870B1 (de) Kunststoffpalette mit versteifungsstruktur
US8151463B1 (en) Process for making a panel for supporting the walls of an excavation
US7810770B2 (en) Storage rack pallet support bar and method of its manufacture
EP1633937B1 (en) Composite construction element, in particular for making wall structures for buildings and process for its manufacture
EP0855157A1 (en) Modular structure for metal shelving or the like
US20020015626A1 (en) Dunnage bar
EP0044282A2 (en) Metallic shelving provided with multiple interlocking means, and components designed for producing this shelving
FI72296C (fi) Anordning vid ett lagerstaell.
CN115676165A (zh) 大容量运输集装箱
EP2412887A1 (en) Profiled steel deck
GB2575681A (en) Fence Post
WO1998008421A1 (de) Fachbodenregal
WO2023022621A1 (ru) Крупнотоннажный сборно-разборный контейнер
EP0960835A1 (de) Regallager, insbesondere dach- und wandtragendes Hochregallager
RU74273U1 (ru) С-образная балка для стеллажа
RU20433U1 (ru) Грузовой стеллаж
CH667686A5 (de) Raumbewehrung.
DE4409852C2 (de) Kabelträger für Installationen, insbesondere in Gebäuden
DE1919276U (de) Vorgefertigtes duennwandiges stahlbetontafelelement.

Legal Events

Date Code Title Description
AS Assignment

Owner name: TEGOMETALL (INTERNATIONAL) AG, SWITZERLAND

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:BOHNACKER, ULRICH;REEL/FRAME:014393/0852

Effective date: 20020708

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION