EP0573757B1 - Supporting plate for bridges and ramps - Google Patents

Supporting plate for bridges and ramps Download PDF

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Publication number
EP0573757B1
EP0573757B1 EP93106203A EP93106203A EP0573757B1 EP 0573757 B1 EP0573757 B1 EP 0573757B1 EP 93106203 A EP93106203 A EP 93106203A EP 93106203 A EP93106203 A EP 93106203A EP 0573757 B1 EP0573757 B1 EP 0573757B1
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EP
European Patent Office
Prior art keywords
supporting plate
transverse profiles
profiles
plate according
transverse
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP93106203A
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German (de)
French (fr)
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EP0573757A1 (en
Inventor
Kurt Alten
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • E01D19/125—Grating or flooring for bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/30—Metal

Definitions

  • the invention relates to a support plate for lanes and / or walkways bridges and ramps with longitudinal beams arranged on both sides, which are connected by a plurality of parallel, rectangular or square, hollow cross profiles, the mutually facing vertical or substantially vertical legs in a form-fitting Connect.
  • the cross profiles open at the bottom are screwed at their ends to the side members and laterally provided with longitudinal, projecting strips which engage in a corresponding side groove of the adjacent profile.
  • cross sections that are open at the bottom can be used with these support plates because of the screw connections, particularly profiled cross sections are required, since they require longitudinal profile sections that must form the lateral, vertical legs of the cross sections.
  • the invention has for its object to design support plates of the type mentioned so that stiffer, closed cross sections can be used, but still a simple, modular assembly of the support plate can be carried out.
  • the transverse profiles welded at the ends to the longitudinal members on their vertical legs have corresponding recesses into which loosely interposed spacers engage with projections arranged on both sides.
  • the form fit between adjacent cross profiles is thus made by interposing comparatively narrow e.g. 5 mm wide, disc-like spacers, which e.g. are provided with pin-like projections. These projections engage practically without play in appropriately dimensioned recesses or holes in the vertical legs of the cross sections. If, under these conditions, the anchoring of the cross profiles on the side members is ensured by welding their ends, the spacers mentioned bring about a shear-resistant connection between adjacent cross profiles by the positive engagement of their projections in the legs of the cross profiles, e.g. to be able to transfer the pressure of individual wheels to several cross profiles when driving on the support plate. The spacers are protected against falling out or loss because jamming is impossible and the distance is only comparatively small.
  • the production of the support plates according to the invention is particularly favorable when the welding for fastening the cross profiles essentially takes place only on the profile legs, and in each case only on the leg which is assigned to one end of the support plate or the longitudinal beams. It is possible, for example, vertically or to provide steeply standing longitudinal beams with the cross profiles one after the other and after attaching the spacers to the already mounted cross profile, to assemble the following cross profile by placing them on the spacers, whereby after mounting a cross profile the respective side leg located above is connected to the associated longitudinal beam by a weld seam . In view of the form fit by the spacers, anchoring to the side members is only possible by means of a weld seam that is easy to attach. So only the side leg of the cross profiles is welded and anchored, which is arranged at the top during assembly of the cross profiles (due to the steep or vertical side members and the support provided by the inserted spacers).
  • the ramp is provided on both sides with a longitudinal beam 1 in the form of a U-iron, the vertical web of which is designated by 2 in the position of use of the ramp.
  • a longitudinal beam 1 in the form of a U-iron, the vertical web of which is designated by 2 in the position of use of the ramp.
  • Between the webs 2 of the two longitudinal members 1 are arranged as closed hollow profiles with a rectangular cross section transverse profiles 3; whose upper wall 4 forms the surface used for driving or walking, which can also be provided with coverings to improve slip resistance.
  • the cross profiles 3 thus extend over the entire width of the ramp work surface and are also provided in such a large number that they also extend over the entire length of this work surface. 140 mm and a profile height of about 80 mm of the side legs 5, the cross profiles 3 are arranged so that their mutual distance is about 5 mm.
  • the side legs 5 of the cross profiles 3 are provided slightly above half the height of the side legs 5 with bores 6, which are evenly distributed over the length of the cross profiles 3. These holes 6 are penetrated by cylindrical aligned stubs 7 practically without play, which are located on both sides of round disks 8, which form the actual spacers for the transverse profiles 3 and have a width of about 5 mm in view of the design example mentioned above.
  • the disks 8 with the stubs 7 keep the cross sections 3 at a distance and connect them in a form-fitting manner and are resistant to shear and rotation when the ramp is loaded.
  • the production method of the support plate according to the invention is important.
  • the two longitudinal beams 1 are positioned so that they stand up steeply or vertically, first connected to the transverse profile 3, which lies at the bottom of the support plate, which is achieved by welding the ends to the web 2 he follows.
  • This cross-section 3 located at the bottom is then provided with the holes 6 corresponding parts according to FIG. 4, whereupon the following cross section 3 is placed and held and centered in its exact position by the parts 7, 8.
  • the upper side leg 5 is connected to the web 2 by a weld 9, which extends essentially over the length of the side legs 5.

Abstract

The invention relates to a supporting plate for bridges or ramps having a roadway and/or walking surfaces, with longitudinal supports (1) arranged on both sides, which are connected by a large number of mutually parallel, rectangular or square hollow transverse profiles (3), the mutually facing legs (5) of which in turn are positively connected. In order to be able to use closed transverse profiles (3) and to implement a modular assembly of the supporting plate, the mutually facing side legs (5) are according to the invention provided with recesses (6) which correspond to one another and in which distance members (7, 8), which are inserted loosely between the transverse profiles (3), engage in a practically play-free manner with projections arranged on both sides. <IMAGE>

Description

Die Erfindung betrifft eine Tragplatte für Fahrbahnen und/oder Gehflächen aufweisende Brücken und Rampen mit zu beiden Seiten angeordneten Längsträgern, die durch eine Vielzahl einander paralleler, rechteckiger oder quadratischer, hohler Querprofile verbunden sind, deren einander zugekehrte senkrechte bzw. im wesentlichen senkrechte Schenkel in formschlüssiger Verbindung stehen.The invention relates to a support plate for lanes and / or walkways bridges and ramps with longitudinal beams arranged on both sides, which are connected by a plurality of parallel, rectangular or square, hollow cross profiles, the mutually facing vertical or substantially vertical legs in a form-fitting Connect.

Bei den bekannten Tragplatten dieser Art (z.B nach EP-A-0223147) sind die unten offenen Querprofile an ihren Enden mit den Längsträgern verschraubt und seitlich mit längsverlaufenden, vorspringenden Leisten versehen, die in eine entsprechende Seitennute des benachbarten Profils eingreifen. Abgesehen davon, dass bei diesen Tragplatten wegen der Verschraubungen nur unten offene Querprofile benutzt werden können, sind besonders profilierte Querprofile erforderlich, da sie längsverlaufende Profilabschnitte benötigen, die die seitlichen, senkrechten Schenkel der Querprofile bilden müssen.In the known support plates of this type (e.g. according to EP-A-0223147), the cross profiles open at the bottom are screwed at their ends to the side members and laterally provided with longitudinal, projecting strips which engage in a corresponding side groove of the adjacent profile. In addition to the fact that only cross sections that are open at the bottom can be used with these support plates because of the screw connections, particularly profiled cross sections are required, since they require longitudinal profile sections that must form the lateral, vertical legs of the cross sections.

Der Erfindung liegt die Aufgabe zugrunde, Tragplatten der eingangs erwähnten Art so auszubilden, dass steifere, geschlossene Querprofile benutzt werden können, dennoch aber ein einfacher, baukastenartiger Zusammenbau der Tragplatte vollzogen werden kann.The invention has for its object to design support plates of the type mentioned so that stiffer, closed cross sections can be used, but still a simple, modular assembly of the support plate can be carried out.

Zur Lösung dieser Aufgabe weisen erfindungsgemäss die an ihren Enden mit den Längsträgern aussen verschweissten Querprofile an ihren senkrechten Schenkeln einander korrespondierende Ausnehmungen auf, in die lose zwischengelegte Distanzkörper mit beidseitig angeordneten Vorsprüngen eingreifen.To achieve this object, according to the invention the transverse profiles welded at the ends to the longitudinal members on their vertical legs have corresponding recesses into which loosely interposed spacers engage with projections arranged on both sides.

Der Formschluss zwischen benachbarten Querprofilen erfolgt somit durch Zwischenlegen von vergleichsweise schmalen z.B. 5 mm breiten, scheibenartigen Distanzkörpern, die an gegenüberliegenden Stellen z.B. mit zapfenartigen Vorsprüngen versehen sind. Diese Vorsprünge greifen praktisch spielfrei in entsprechend bemessene Ausnehmungen bzw. Löcher in den senkrechten Schenkeln der Querprofile ein. Wenn unter diesen Voraussetzungen die Verankerung der Querprofile an den Längsträgern durch Anschweissen ihrer Enden sichergestellt ist, bewirken die erwähnten Distanzkörper durch den formschlüssigen Eingriff ihrer Vorsprünge in die Schenkel der Querprofile eine schubsteife Verbindung zwischen benachbarten Querprofilen, um so z.B. beim Befahren der Tragplatte den Druck einzelner Räder auf mehrere Querprofile übertragen zu können. Dabei sind die Distanzkörper gegen Herausfallen bzw. Verlust deshalb geschützt, weil ein Verkanten ausgeschlossen und im übrigen die Distanzentfernung nur vergleichsweise klein ist.The form fit between adjacent cross profiles is thus made by interposing comparatively narrow e.g. 5 mm wide, disc-like spacers, which e.g. are provided with pin-like projections. These projections engage practically without play in appropriately dimensioned recesses or holes in the vertical legs of the cross sections. If, under these conditions, the anchoring of the cross profiles on the side members is ensured by welding their ends, the spacers mentioned bring about a shear-resistant connection between adjacent cross profiles by the positive engagement of their projections in the legs of the cross profiles, e.g. to be able to transfer the pressure of individual wheels to several cross profiles when driving on the support plate. The spacers are protected against falling out or loss because jamming is impossible and the distance is only comparatively small.

Besonders günstig ist die Herstellung der erfindungsgemässen Tragplatten dann, wenn die Schweissung zur Befestigung der Querprofile im wesentlichen nur an den Profilschenkeln erfolgt, und zwar nur jeweils an dem Schenkel, der einem Ende der Tragplatte bzw. der Längsträger zugeordnet ist. Dabei ist es möglich z.B. senkrecht oder steil anstehenden Längsträger nacheinander mit den Querprofilen zu versehen und nach Anbringung der Distanzkörper auf dem schon montierten Querprofil das folgende Querprofil durch Aufsetzen auf die Distanzkörper zu montieren, wobei dann nach Montage eines Querprofils der jeweils oben liegende Seitenschenkel durch eine Schweissnaht mit dem zugehörigen Längsträger verbunden wird. Angesichts des Formschlusses durch die Distanzkörper ist nämlich eine Verankerung an den Längsträgern lediglich durch eine gut anzubringende Schweissnaht möglich. Es wird also jeweils nur der Seitenschenkel der Querprofile verschweisst und verankert, der bei der Montage der Querprofile oben angeordnet ist ( infolge der steilen oder senkrechten Längsträger und der Unterstützung durch die eingelegten Distanzkörper ).The production of the support plates according to the invention is particularly favorable when the welding for fastening the cross profiles essentially takes place only on the profile legs, and in each case only on the leg which is assigned to one end of the support plate or the longitudinal beams. It is possible, for example, vertically or to provide steeply standing longitudinal beams with the cross profiles one after the other and after attaching the spacers to the already mounted cross profile, to assemble the following cross profile by placing them on the spacers, whereby after mounting a cross profile the respective side leg located above is connected to the associated longitudinal beam by a weld seam . In view of the form fit by the spacers, anchoring to the side members is only possible by means of a weld seam that is easy to attach. So only the side leg of the cross profiles is welded and anchored, which is arranged at the top during assembly of the cross profiles (due to the steep or vertical side members and the support provided by the inserted spacers).

Weitere Einzelheiten der Erfindung werden anhand der Zeichnung erläutert, in der ein Ausführungsbeispiel der Erfindung dargestellt ist.Further details of the invention will be explained with reference to the drawing, in which an embodiment of the invention is shown.

Es zeigen :

Fig. 1
einen senkrechten Teillängsschnitt durch eine Tragplatte für eine stationäre oder fahrbare Schräg- oder Waagerechtrampe,
Fig. 2
einen Teilquerschnitt durch die Tragplatte gemäss Fig. 1,
Fig. 3
einen Ausschnitt aus Fig. 1 in vergrösserter Darstellung und
Fig. 4
einen Distanzkörper in der Ansicht.
Show it :
Fig. 1
a vertical partial longitudinal section through a support plate for a stationary or mobile inclined or horizontal ramp,
Fig. 2
2 shows a partial cross section through the support plate according to FIG. 1,
Fig. 3
a section of FIG. 1 in an enlarged view and
Fig. 4
a spacer in the view.

Die Rampe ist zu beiden Seiten mit je einem Längsträger 1 in Form eines U-Eisens versehen, dessen in der Gebrauchslage der Rampe senkrechter Steg mit 2 bezeichnet ist. Zwischen den Stegen 2 der beiden Längsträger 1 sind als geschlossene Hohlprofile mit rechteckigem Querschnitt ausgeführte Querprofile 3 angeordnet; deren oben gelegene Wandung 4 die zum Befahren oder Begehen dienende Fläche bildet, welche auch mit Belägen zur Verbesserung der Rutschsicherheit versehen sein kann. Die Querprofile 3 erstrecken sich somit über die gesamte Breite der Rampenarbeitsfläche und sind auch in einer solchen Vielzahl vorgesehen, dass sie sich auch über die gesamte Länge dieser Arbeitsfläche erstrecken.Bei einer Profilbreite von z.B. 140 mm und einer Profilhöhe von etwa 80 mm der Seitenschenkel 5 sind die Querprofile 3 so angeordnet, dass ihr gegenseitiger Abstand etwa 5 mm beträgt.The ramp is provided on both sides with a longitudinal beam 1 in the form of a U-iron, the vertical web of which is designated by 2 in the position of use of the ramp. Between the webs 2 of the two longitudinal members 1 are arranged as closed hollow profiles with a rectangular cross section transverse profiles 3; whose upper wall 4 forms the surface used for driving or walking, which can also be provided with coverings to improve slip resistance. The cross profiles 3 thus extend over the entire width of the ramp work surface and are also provided in such a large number that they also extend over the entire length of this work surface. 140 mm and a profile height of about 80 mm of the side legs 5, the cross profiles 3 are arranged so that their mutual distance is about 5 mm.

Die Seitenschenkel 5 der Querprofile 3 sind etwas oberhalb der halben Höhe der Seitenschenkel 5 mit Bohrungen 6 versehen, die gleichmässig über die Länge der Querprofile 3 verteilt sind. Diese Bohrungen 6 werden von zylindrischen fluchtenden Stummeln 7 praktisch spielfrei durchsetzt, die sich zu beiden Seiten von runden Scheiben 8 befinden, die die eigentlichen Distanzkörper für die Querprofile 3 bilden und angesichts des oben genannten Bemessungsbeispiels eine Breite von etwa 5 mm aufweisen.The side legs 5 of the cross profiles 3 are provided slightly above half the height of the side legs 5 with bores 6, which are evenly distributed over the length of the cross profiles 3. These holes 6 are penetrated by cylindrical aligned stubs 7 practically without play, which are located on both sides of round disks 8, which form the actual spacers for the transverse profiles 3 and have a width of about 5 mm in view of the design example mentioned above.

Die Scheiben 8 mit den Stummeln 7 halten die Querprofile 3 auf Abstand und verbinden sie formschlüssig und bei einer Belastung der Rampe schub- und verdrehungsfest.The disks 8 with the stubs 7 keep the cross sections 3 at a distance and connect them in a form-fitting manner and are resistant to shear and rotation when the ramp is loaded.

Wichtig ist die Herstellungsmethode der erfindungsgemässen Tragplatte. Die beiden Längsträger 1 werden in Parallelstellung steil anstehend oder senkrecht angeordnet zunächst mit dem Querprofil 3 verbunden, das an der Tragplatte unten liegt, was durch Anschweissen der Enden am Steg 2 erfolgt. Dieses am weitesten unten gelegene Querprofil 3 wird dann mit den Löchern 6 entsprechenden Teilen gemäss Fig. 4 versehen, worauf das folgende Querprofil 3 aufgesetzt und durch die Teile 7, 8 in seiner genauen Lage gehalten und zentriert wird. Alsdann wird der oben liegende Seitenschenkel 5 mit dem Steg 2 durch eine Schweissnaht 9 verbunden, die sich im wesentlichen über die Länge der Seitenschenkel 5 erstreckt. Diese Bereiche liegen bei der oben erwähnten Montagestellung bequem oben; weitere Schweissnähte bzw. Verbindungsstellen werden im Regelfalle nicht gezogen. Wenn diese Schweissverbindung hergestellt ist, wird das so befestigte Querprofil 3 wiederum mit den Teilen 7,8 bestückt, und alsdann kann das folgende Querprofil 3 montiert, bestückt und angeschweisst werden.The production method of the support plate according to the invention is important. In the parallel position, the two longitudinal beams 1 are positioned so that they stand up steeply or vertically, first connected to the transverse profile 3, which lies at the bottom of the support plate, which is achieved by welding the ends to the web 2 he follows. This cross-section 3 located at the bottom is then provided with the holes 6 corresponding parts according to FIG. 4, whereupon the following cross section 3 is placed and held and centered in its exact position by the parts 7, 8. Then the upper side leg 5 is connected to the web 2 by a weld 9, which extends essentially over the length of the side legs 5. These areas are comfortably on top in the above-mentioned assembly position; As a rule, no further welds or joints are drawn. When this welded connection is made, the cross section 3 thus fastened is again fitted with the parts 7, 8, and then the following cross section 3 can be assembled, fitted and welded on.

Insg. gesehen sind also diejenigen Seitenschenkel 5 mit der Schweissnaht 9 befestigt, die einem Ende der Längsträger 1 bzw. der Tragplatte zugekehrt sind. Dies trifft im Regelfalle für alle Querprofile 3 zu ( abgesehen von den am Ende der Tragplatte ggfs. vorgesehen geänderten Befestigungsarten und die dort ggfs. angeordneten Übergangsteile wie Auffahrtbleche ).Total seen those side legs 5 are attached to the weld 9, which are facing one end of the side members 1 or the support plate. This generally applies to all cross-sections 3 (apart from the different types of fastening provided at the end of the support plate and the transition parts such as access panels, if any).

Claims (10)

  1. Supporting plate for bridges or ramps provided with a roadway and/or walking surfaces, said plate comprising longitudinal carriers, which are disposed on both sides and are connected by means of a plurality of rectangular or square hollow transverse profiles extending parallel to one another, the portions of said profiles which face one another being connected, for their part, in a form-locking manner, characterised in that the transverse profiles (3), which are welded at their ends to the longitudinal carriers (1), have recesses (6) in their facing lateral portions (5), which recesses correspond to one another and have spacer members (8) engaging therein in a virtually clearance-free manner, which spacer members are loosely inserted between the transverse profiles (3) and have projection members (7) disposed on both sides.
  2. Supporting plate according to claim 1, characterised in that the transverse profiles (3) are hollow profiles which are closed on all sides.
  3. Supporting plate according to claim 1, characterised in that the projection members are aligned stubs which are mounted on a thin disc (8).
  4. Supporting plate according to claim 1, characterised in that the recesses (6) are situated more than halfway up the lateral portions (5), namely on the side facing the active face of the transverse profiles.
  5. Supporting plate according to claim 1, characterised in that the spacer members (8) have a wall thickness which substantially corresponds to the wall thickness of the transverse profiles (3).
  6. Supporting plate according to claim 1, characterised in that the recesses (6) are distributed over the length of the transverse profiles (3), namely preferably in a uniform manner.
  7. Supporting plate according to claim 1, characterised in that at least a plurality of transverse profiles (3), but preferably all of the transverse profiles (3) disposed between the end-pieces of the supporting plate, are connected to the longitudinal carriers (1) via a weld (seam 9), which is disposed at least substantially between the longitudinal carriers (1) and a lateral portion (5) of the transverse profiles (3).
  8. Supporting plate according to claim 7, characterised in that the weld seams (9) of at least a plurality of successive transverse profiles (3) face one end of the longitudinal carriers (1).
  9. Supporting plate according to claim 7, characterised in that, at least over the greatest part of its length, the weld seam (9) extends in the region of the lateral portions (5).
  10. Supporting plate according to claim 8, characterised in that, apart from any transverse profiles (3) possibly provided at the ends of the supporting plate, all of the transverse carriers are provided with a weld seam (9) facing a carrier end.
EP93106203A 1992-05-09 1993-04-16 Supporting plate for bridges and ramps Expired - Lifetime EP0573757B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4214758A DE4214758C2 (en) 1992-05-09 1992-05-09 Support plate for bridges and ramps
DE4214758 1992-05-09

Publications (2)

Publication Number Publication Date
EP0573757A1 EP0573757A1 (en) 1993-12-15
EP0573757B1 true EP0573757B1 (en) 1995-08-30

Family

ID=6458163

Family Applications (2)

Application Number Title Priority Date Filing Date
EP93106203A Expired - Lifetime EP0573757B1 (en) 1992-05-09 1993-04-16 Supporting plate for bridges and ramps
EP93107396A Expired - Lifetime EP0569865B1 (en) 1992-05-09 1993-05-06 Supporting plate for bridges and ramps

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP93107396A Expired - Lifetime EP0569865B1 (en) 1992-05-09 1993-05-06 Supporting plate for bridges and ramps

Country Status (3)

Country Link
EP (2) EP0573757B1 (en)
AT (2) ATE127184T1 (en)
DE (3) DE4214758C2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2367526B (en) * 2000-10-03 2004-09-15 Intelligent Engineering Sandwich plate panels
KR100469540B1 (en) * 2002-11-22 2005-02-02 한국건설기술연구원 joint structure of frp precast bridge slab using a longitudinal connecting member and bridge construction method using the same
CN103255713B (en) * 2013-05-17 2015-11-18 长沙理工大学 A kind of cement concrete bridge floor composite pavement structure

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH342983A (en) * 1954-12-31 1959-12-15 Beteiligungs & Patentverw Gmbh Structure with a deck
DE7803283U1 (en) * 1978-02-04 1978-07-27 Schneider, Friedrich, 7832 Kenzingen COVERING TRACK FOR WALKING ON SCAFFOLDINGS
DK150469C (en) * 1984-11-15 1987-10-12 Nord Plan Staalreoler As GANGBRO CONSISTING OF AT LEAST TWO PROFILE LAMPS LOCATED AT THE NEXT
DE3540604A1 (en) * 1985-11-15 1987-05-21 Alten K SCREW CONNECTION FOR CONNECTING A HOLLOW PROFILE TO A CROSS-ADDED PROFILE
DE8711225U1 (en) * 1987-08-18 1987-11-05 Eichinger, Hartmut, 8701 Roettingen, De
DE4227381C1 (en) * 1992-08-19 1993-10-07 Alten K Support plate for bridges and ramps

Also Published As

Publication number Publication date
DE59300525D1 (en) 1995-10-05
DE4214758A1 (en) 1993-11-11
ATE132929T1 (en) 1996-01-15
EP0569865A1 (en) 1993-11-18
EP0573757A1 (en) 1993-12-15
ATE127184T1 (en) 1995-09-15
DE59301387D1 (en) 1996-02-22
DE4214758C2 (en) 1994-07-07
EP0569865B1 (en) 1996-01-10

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