EP0232549A1 - Profilstab - Google Patents

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Publication number
EP0232549A1
EP0232549A1 EP86118084A EP86118084A EP0232549A1 EP 0232549 A1 EP0232549 A1 EP 0232549A1 EP 86118084 A EP86118084 A EP 86118084A EP 86118084 A EP86118084 A EP 86118084A EP 0232549 A1 EP0232549 A1 EP 0232549A1
Authority
EP
European Patent Office
Prior art keywords
web
profile bar
profile
bulges
straps
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.)
Ceased
Application number
EP86118084A
Other languages
German (de)
English (en)
French (fr)
Inventor
Hans Spelten
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6790353&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0232549(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Individual filed Critical Individual
Publication of EP0232549A1 publication Critical patent/EP0232549A1/de
Ceased legal-status Critical Current

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Classifications

    • 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
    • E04C3/02—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
    • E04C2003/0434—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 open cross-section free of enclosed cavities
    • 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
    • E04C2003/0452—H- or I-shaped

Definitions

  • the invention relates to a profile bar, which has two belts and a connecting web connecting them to the belts, which is provided with bulges which alternately point to one and the other side of the profile bar.
  • Profile bars of this type are known for example from DE-GM 84 20 684.5.
  • the profile bar is fastened to the two belts in the region of the bulges on the outside in each case with a locally limited weld seam.
  • the web is fastened to the belts by means of two-sided weld seams, which are locally limited in the area of the middle sections of the web between the respective bulges.
  • the invention has for its object to improve the profile bars known from DE-GM 84 20 684.5 in such a way that their resilience can be precisely proven so that unnecessary oversizing can be avoided.
  • the straps of the profile bar are attached to the two longitudinal edges of the web arranged between them over the entire edge length of the web without interruptions.
  • a lightweight metal profile is created, which is universal for all static systems and loading load types can be used without having to be oversized.
  • Profile bars of this type can be produced inexpensively and appropriately without special production facilities anywhere and therefore also in so-called developing countries.
  • the belts made of metal are preferably fastened to the web of the profiled rod, which is also made of metal, in each case with at least one continuous or alternating continuous weld seam which can run, for example, on one side of the web.
  • the belts on the web are each provided with two opposite, i.e. continuous, to secure continuous, welded seams.
  • the web is bent from flat material, its sections of the individual bulges, which run at an angle to one another, being connected to one another via integral sections which are curved in a partially circular shape. Accordingly, sharp-edged transitions or corners are avoided, which would lead to changes in the material structure and thus weakening in the corner areas of the bulges and the belt-web connections. Since such uncontrollable weakenings are avoided according to the invention with certainty, it is possible for the first time to achieve uniform properties over their entire length and to set weld seams for the connection between the central web and the straps of the metal profile rod connected by them, without complicated production - and test facilities would be required.
  • profile bars made of metal, the resilience of which can be readily checked and proven accordingly.
  • Profile bars can be produced with straight, angled, tapered and otherwise curved sections, the web cross sections of which are essentially trapezoidal.
  • the profile bars can be made of aluminum as well as steel or other suitable metal, whereby in any case lightweight construction is guaranteed. Flawless production that can be carried out automatically is possible.
  • the rounded, curved edges between the trapezoidal or undulating sections of the webs ensure uniform and thus evenly resilient properties over their entire length.
  • the profile bars according to the invention can therefore be used optimally for all load cases. Both symmetrical and asymmetrical cross-sectional shapes can be used. Accordingly, the belts can run both parallel and at an angle to one another or at right angles and also at an angle to the web.
  • the bulges of the web form an angle with the belts between 10 ° to 170 ° and preferably from 60 ° to 120 °.
  • the side walls of the bulges run at an angle of 1 ° to 89 ° to the longitudinal axis or longitudinal direction of the profile bar or the web of the profile bar.
  • the straps of the profile bar consist of band material or other flat material. But they can also be formed from any open or closed profiles in any arrangement. They can also be hot rolled in one piece from a metal block.
  • the deformation and thus the resilience of the profiled bars can be reliably demonstrated due to the invention, they can not only be optimally designed, but can also be determined in all cross-sectional shapes and / or profilings and can be produced in an economically sensible manner.
  • the profile bar (1) has an upper flange (2) and a lower flange (3), which are connected to one another according to FIG. 1 via an upright web (4).
  • the belts (2 and 3) in FIG. 1 are arranged parallel to one another and essentially at right angles to the web (4), they can also run at an angle to the web (4) that deviates from 90 °, just as they enclose an angle with respect to one another can.
  • the angle to the web can be from 30 ° to 150 ° and is preferably in the range between 60 ° and 120 ° and particularly preferably between 75 ° and 105 °.
  • the straps (2 and 3) are formed according to Figure 1 from strip material or flat material. You can also consist of any profile bars U-shaped, H-shaped, angular or other cross-section, as well as round, rectangular or square hollow box profiles in cross section.
  • the web (4) is bent in the longitudinal direction of the web in such a way that it alternately forms bulges (5 and 6) pointing to one or the other side, the flanks (7) of which are at an angle between 1 ° and 89 ° to the longitudinal axis of the profile bar ( 1) run, while the section (9) connecting the flanks (7 and 8) of each bulge (5 or 6) extends practically in the longitudinal direction of the profile bar (1).
  • transitions between the flanks (7) and the section (9) of each bulge are formed by roundings (8) which are bent according to a radius. This avoids sharp-edged transitions between the individual sections of the bulges (5 and 6) and between these bulges themselves, which would lead to uncontrollable changes in the material properties in the web (4).
  • the straps (2 and 3) are welded to the corresponding ends of the web (4) according to FIG. 2 by means of a continuous, ie uninterrupted, weld seam (10).
  • the fastening is carried out with two weld seams (11 and 12) which are applied on both sides. It can be seen that due to the rounding (8) between the individual sections (7 and 9) of the bulges (5 and 6) the pork seams in question (10 or 11 and 12) run uniformly and without paragraphs and can accordingly also be produced uniformly.
  • weld seams (13 and 14) of finite length are alternately provided on one and the other side of the web (4), which, however, form a continuous connection between the web (4) and the belts (2 and 3 ) complete.
  • the profile bar (1) has a web (4) bent from flat material
  • the belts (2 and 3) are connected to one another by means of two webs (14 and 15) which are each connected to the belts by means of a weld seam (16 or 17) from the outside.
  • the outwardly facing bulges (18 and 19) of the webs (14 and 15) lie opposite one another, in the embodiment according to FIG. 6 they are offset from one another.
  • the webs (14 and 15) are bent from flat material, so that they have no sharp corners.
  • the straps (2 and 3) can also be connected to one another by means of more than two webs bent from flat material.
  • the roundings (8) are selected such that their radius corresponds to at least 1.5 times the wall thickness or sheet thickness of the material of the web (s) (4) or (14, 15). In this way, material weakening at the deflection points of the uninterrupted webs can be avoided.
  • the webs (4 or 14, 15) consist of continuous sheet metal or strip material and are approximately trapezoidal with rounded deflection points (8), because otherwise the load capacity and thus the dimensionability of the beam or profile bar cannot be calculated is.
  • profile bars or profile carriers produced in the sense of the invention can also be calculated with regard to their load-bearing capacity if their trapezoidally curved webs are only partially, namely stretch, connected to the belts. 7 to 9 show corresponding embodiments.
  • welded seams (21) of finite length are provided on the sections (22) of the approximately trapezoidal web (4) which run in the longitudinal direction of the profile bar (1) and with which this web (4) between the belts (2 and 3) is attached.
  • the web (4) is therefore only welded to the straps (2 and 3) in the region of the sections (22) extending in the longitudinal direction of the profile bar (1), while the diagonally extending sections (23) located between them are not welded to the straps (2 and 3) are connected.
  • profile bars or profile carriers produced in this way can also be calculated for their portability and resilience, so that they can be produced from flat material and, so to speak, in a lightweight construction.
  • the web (4) that runs vertically between the belts (2 and 3) is similar to that in FIG. (7) only in the region of the sections (22) with the belts (3) that run straight or in the longitudinal direction of the profile bar (1) and 4) welded, but the weld seams (21) are alternately applied from one side and the other.
  • the profile bars can also consist of plastic or a combination of plastic wood or plastic / metal. It is important that the trapezoidal corrugated central webs (4) consist of an uninterrupted band or strip and have no kinks that impair their strength. If the parts of the profile bars are made of plastic and / or wood or metal, they are connected to each other by gluing.

Landscapes

  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Pallets (AREA)
  • Finger-Pressure Massage (AREA)
  • Optical Communication System (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Butt Welding And Welding Of Specific Article (AREA)
  • Wire Processing (AREA)
  • Laminated Bodies (AREA)
EP86118084A 1986-01-08 1986-12-27 Profilstab Ceased EP0232549A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE8600280U DE8600280U1 (de) 1986-01-08 1986-01-08 Profilstab
DE8600280U 1986-01-08

Publications (1)

Publication Number Publication Date
EP0232549A1 true EP0232549A1 (de) 1987-08-19

Family

ID=6790353

Family Applications (1)

Application Number Title Priority Date Filing Date
EP86118084A Ceased EP0232549A1 (de) 1986-01-08 1986-12-27 Profilstab

Country Status (27)

Country Link
US (1) US5012626A (US07498051-20090303-C00003.png)
EP (1) EP0232549A1 (US07498051-20090303-C00003.png)
JP (1) JP2594299B2 (US07498051-20090303-C00003.png)
CN (1) CN1004894B (US07498051-20090303-C00003.png)
AU (1) AU591403B2 (US07498051-20090303-C00003.png)
BG (1) BG50053A3 (US07498051-20090303-C00003.png)
BR (1) BR8607080A (US07498051-20090303-C00003.png)
CA (1) CA1288571C (US07498051-20090303-C00003.png)
CS (1) CS259547B2 (US07498051-20090303-C00003.png)
DD (1) DD261181A5 (US07498051-20090303-C00003.png)
DE (1) DE8600280U1 (US07498051-20090303-C00003.png)
DK (1) DK465587D0 (US07498051-20090303-C00003.png)
FI (1) FI873878A (US07498051-20090303-C00003.png)
HU (1) HUT44303A (US07498051-20090303-C00003.png)
IL (1) IL81180A (US07498051-20090303-C00003.png)
IN (1) IN166533B (US07498051-20090303-C00003.png)
MX (1) MX171632B (US07498051-20090303-C00003.png)
NO (1) NO873724L (US07498051-20090303-C00003.png)
NZ (1) NZ218857A (US07498051-20090303-C00003.png)
OA (1) OA08653A (US07498051-20090303-C00003.png)
PL (1) PL157217B1 (US07498051-20090303-C00003.png)
PT (2) PT84082A (US07498051-20090303-C00003.png)
RO (1) RO103630B1 (US07498051-20090303-C00003.png)
SI (1) SI8710016B (US07498051-20090303-C00003.png)
WO (1) WO1987004207A1 (US07498051-20090303-C00003.png)
YU (1) YU46872B (US07498051-20090303-C00003.png)
ZA (1) ZA8718B (US07498051-20090303-C00003.png)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2198164A (en) * 1986-11-25 1988-06-08 Tri Trading Company Limited Fabricated beams of corrugated web
EP0313760A2 (de) * 1987-10-28 1989-05-03 Maschinenbau Gerold Gmbh + Co. Kg Vorrichtung zum Herstellen von Trägern für Bauzwecke und dergl.
DE19755189A1 (de) * 1997-12-12 1999-06-24 Wilhelm Tamke Grundplatte für Maschinen und Anlagen
DE102006054818A1 (de) * 2006-11-21 2008-05-29 Prof. Feix Research & Development Gmbh & Co. Kg Trägerelement, Lageranordnung und Einstellanordnung für eine Biegeweichenanordnung
DE102020001103A1 (de) 2020-02-20 2021-08-26 Daimler Ag Aluminiumtragstruturfür eine Aufnahme zumindest eines Antriebsbauteils einer Antriebseinrichtung eines Kraftfahrzeugs

Families Citing this family (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB9219869D0 (en) * 1992-09-18 1992-10-28 Univ Edinburgh Light weight beam system
US5507522A (en) * 1994-03-03 1996-04-16 The Budd Company Hybrid frame rail
US5417022A (en) * 1994-03-03 1995-05-23 The Budd Company Hybrid frame rail
AU1612497A (en) * 1996-02-05 1997-08-28 Steel Technology and Design Ltd A structural section
US5956919A (en) * 1997-09-08 1999-09-28 Wilian Holding Co. Spanning member with convoluted web and C-shaped flanges
US6976343B2 (en) * 2003-04-24 2005-12-20 Mcgushion Kevin D Compressive flange sinusoidal structural member
AU2003903142A0 (en) * 2003-06-23 2003-07-03 Palmer Tube Mills (Aust) Pty Ltd An improved beam
US20060237588A1 (en) * 2005-03-31 2006-10-26 The Boeing Company Composite structural member having an undulating web and method for forming the same
US9340977B2 (en) * 2005-04-27 2016-05-17 Lakdas Nanayakkara Multi-element constructional assembly for joist girders
US20120036813A9 (en) * 2005-04-27 2012-02-16 Lakdas Nanayakkara Multi-element constructional assembly
CN103590377B (zh) * 2013-11-13 2016-01-06 华北水利水电大学 用波腹型钢做主梁的弧形钢闸门
CN107781455A (zh) * 2016-08-26 2018-03-09 浙江盾安禾田金属有限公司 切换阀
DE102017114558A1 (de) 2017-06-29 2019-01-03 Spelten Consulting Gmbh Verfahren zur Herstellung eines Stahlprofils
CN112853924A (zh) * 2021-01-11 2021-05-28 武汉大学 一种螺栓连接波纹腹板组合梁

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2065493A (en) * 1934-09-27 1936-12-22 Gerald G Greulich Structural member
DE1058458B (de) * 1953-08-31 1959-06-04 Wilhelm Reppel Ausbauelement fuer den Streb- und Streckenausbau aus Stahl oder Leichtmetall fuer den Bergbau
DE1125137B (de) * 1954-05-18 1962-03-08 Babcock & Wilcox Dampfkessel Geschweisster Vollwandtraeger mit lotrechten Stegblechauskantungen
FR1353612A (fr) * 1963-01-17 1964-02-28 Poutre perfectionnée, en particulier pour pont roulant
CH435183A (de) * 1963-06-05 1967-05-15 Wuppermann Gmbh Theodor Verfahren und Vorrichtung zur Herstellung profilierter, geschweisster Längsträger, sowie nach dem Verfahren hergestellter Stahlleichtträger
FR2108984A1 (US07498051-20090303-C00003.png) * 1970-10-27 1972-05-26 Boutard Claude
DE2444015A1 (de) * 1974-09-14 1976-03-25 Volkswagenwerk Ag Biegetraeger
DE8420684U1 (de) * 1984-07-11 1984-12-13 Cleef, Friedhelm W. von, 4902 Bad Salzuflen Stahlprofiltraeger

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI36328A (fi) * 1962-04-25 1966-10-10 Menetelmä puupalkkien valmistamiseksi, joissa on laipat ja aaltomainen uurna
US3300839A (en) * 1963-07-01 1967-01-31 Lihap Ind Method of making cambered beams
CH414118A (de) * 1964-02-12 1966-05-31 Vest Aage Träger und Verfahren zu seiner Herstellung
CH453183A (fr) * 1966-03-09 1968-06-14 Artusi Mario Procédé de fabrication d'un matériau de construction, installation pour sa mise en oeuvre, matériau obtenu par ce procédé et utilisation de ce matériau de construction
DE2364297A1 (de) * 1973-12-22 1975-07-24 Karl Hartmann Balkenfoermiges bauelement
US4292782A (en) * 1979-07-18 1981-10-06 Dana Corporation Sheet metal structural beam

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2065493A (en) * 1934-09-27 1936-12-22 Gerald G Greulich Structural member
DE1058458B (de) * 1953-08-31 1959-06-04 Wilhelm Reppel Ausbauelement fuer den Streb- und Streckenausbau aus Stahl oder Leichtmetall fuer den Bergbau
DE1125137B (de) * 1954-05-18 1962-03-08 Babcock & Wilcox Dampfkessel Geschweisster Vollwandtraeger mit lotrechten Stegblechauskantungen
FR1353612A (fr) * 1963-01-17 1964-02-28 Poutre perfectionnée, en particulier pour pont roulant
CH435183A (de) * 1963-06-05 1967-05-15 Wuppermann Gmbh Theodor Verfahren und Vorrichtung zur Herstellung profilierter, geschweisster Längsträger, sowie nach dem Verfahren hergestellter Stahlleichtträger
FR2108984A1 (US07498051-20090303-C00003.png) * 1970-10-27 1972-05-26 Boutard Claude
DE2444015A1 (de) * 1974-09-14 1976-03-25 Volkswagenwerk Ag Biegetraeger
DE8420684U1 (de) * 1984-07-11 1984-12-13 Cleef, Friedhelm W. von, 4902 Bad Salzuflen Stahlprofiltraeger

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2198164A (en) * 1986-11-25 1988-06-08 Tri Trading Company Limited Fabricated beams of corrugated web
EP0313760A2 (de) * 1987-10-28 1989-05-03 Maschinenbau Gerold Gmbh + Co. Kg Vorrichtung zum Herstellen von Trägern für Bauzwecke und dergl.
EP0313760A3 (en) * 1987-10-28 1990-06-27 Maschinenbau Gerold Gmbh + Co. Kg Apparatus for making structural beams or the like
DE19755189A1 (de) * 1997-12-12 1999-06-24 Wilhelm Tamke Grundplatte für Maschinen und Anlagen
DE19755189C2 (de) * 1997-12-12 2000-05-31 Wilhelm Tamke Grundplatte für Maschinen und Anlagen
DE102006054818A1 (de) * 2006-11-21 2008-05-29 Prof. Feix Research & Development Gmbh & Co. Kg Trägerelement, Lageranordnung und Einstellanordnung für eine Biegeweichenanordnung
DE102020001103A1 (de) 2020-02-20 2021-08-26 Daimler Ag Aluminiumtragstruturfür eine Aufnahme zumindest eines Antriebsbauteils einer Antriebseinrichtung eines Kraftfahrzeugs

Also Published As

Publication number Publication date
MX171632B (es) 1993-11-10
BR8607080A (pt) 1988-01-19
DE8600280U1 (de) 1986-02-27
FI873878A0 (fi) 1987-09-08
OA08653A (en) 1988-11-30
RO103630B1 (en) 1993-11-02
PL157217B1 (pl) 1992-05-29
US5012626A (en) 1991-05-07
CN87100148A (zh) 1987-08-19
NO873724D0 (no) 1987-09-07
FI873878A (fi) 1987-09-08
JP2594299B2 (ja) 1997-03-26
NO873724L (no) 1987-09-07
WO1987004207A1 (en) 1987-07-16
CS259547B2 (en) 1988-10-14
SI8710016A (en) 1996-10-31
CN1004894B (zh) 1989-07-26
PL263589A1 (en) 1987-11-16
AU6891487A (en) 1987-07-28
PT84082A (pt) 1987-09-18
AU591403B2 (en) 1989-11-30
BG50053A3 (en) 1992-04-15
PT8657U (pt) 1996-07-31
CA1288571C (en) 1991-09-10
IN166533B (US07498051-20090303-C00003.png) 1990-05-26
DK465587A (da) 1987-09-07
SI8710016B (sl) 1998-06-30
ZA8718B (en) 1987-08-26
YU1687A (en) 1989-02-28
JPS63502197A (ja) 1988-08-25
DD261181A5 (de) 1988-10-19
IL81180A0 (en) 1987-08-31
PT8657T (pt) 1993-07-30
IL81180A (en) 1991-05-12
CS17387A2 (en) 1988-02-15
DK465587D0 (da) 1987-09-07
YU46872B (sh) 1994-06-24
HUT44303A (en) 1988-02-29
NZ218857A (en) 1989-04-26

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