EP0569865B1 - Dalle porteuse pour ponts et rampes - Google Patents

Dalle porteuse pour ponts et rampes Download PDF

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Publication number
EP0569865B1
EP0569865B1 EP93107396A EP93107396A EP0569865B1 EP 0569865 B1 EP0569865 B1 EP 0569865B1 EP 93107396 A EP93107396 A EP 93107396A EP 93107396 A EP93107396 A EP 93107396A EP 0569865 B1 EP0569865 B1 EP 0569865B1
Authority
EP
European Patent Office
Prior art keywords
supporting plate
profiles
transverse
transverse profiles
plate according
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
EP93107396A
Other languages
German (de)
English (en)
Other versions
EP0569865A1 (fr
Inventor
Kurt Alten
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
Publication of EP0569865A1 publication Critical patent/EP0569865A1/fr
Application granted granted Critical
Publication of EP0569865B1 publication Critical patent/EP0569865B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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 a roadway and / or walkways having bridges or ramps with longitudinal beams arranged on both sides, which are connected by a plurality of mutually parallel, rectangular or square hollow cross sections, the mutually facing legs of which in turn are in a positive connection.
  • the invention has for its object to improve support plates of the type mentioned so that a simple, modular assembly of the support plate can be carried out.
  • At least several transverse profiles are connected to the longitudinal members by means of a weld which is at least essentially arranged between the longitudinal members and the side legs of the transverse profiles, the weld seams being carried out by at least several successive ones Cross profiles are facing one end of the side members.
  • the weld seams are expediently dimensioned such that they extend over at least most of their length in the region of the side legs, but in particular the weld seam is designed and arranged in such a way that it practically extends over the height of the associated side leg and therefore not even in Area of the top and bottom walls of the cross sections is provided.
  • the production of the support plate according to the invention is particularly cheap. So it is possible to assemble the support plate, for example, vertically or to provide steeply positioned longitudinal beams with the cross profiles one after the other and after attaching spacers to the already mounted cross profile of the following cross profile by placing them on the spacers, whereby after mounting a cross profile the respective upper side leg is connected to the associated side member by a weld seam .
  • 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). An analogous assembly takes place if the cross profile to be welded is already equipped with a projection from the outset, on which the following cross profile can then be placed when the welding is completed.
  • 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 sections 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 the entire length of this work surface.
  • the cross profile 3 With a profile width of z.8. 140 mm and a profile height of about 80 mm of the side legs 5, the cross profile 3 are arranged so that their mutual distance is about 5 mm.
  • the side legs 5 of the cross profile 3 are provided slightly above half the height of the side legs 5 with holes 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 manufacturing 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.
  • those side legs 5 are fastened to the weld seam 9 which face 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).

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Bridges Or Land Bridges (AREA)
  • Floor Finish (AREA)
  • Table Devices Or Equipment (AREA)
  • Paper (AREA)
  • Vehicle Step Arrangements And Article Storage (AREA)
  • Professional, Industrial, Or Sporting Protective Garments (AREA)
  • Revetment (AREA)
  • Electrical Discharge Machining, Electrochemical Machining, And Combined Machining (AREA)

Claims (9)

  1. Tablier de ponts et/ou de quais possédant une chaussée et/ou des surfaces sur lesquelles on peut marcher, comportant des poutres longitudinales disposées des deux côtés, lesquelles sont reliées par un ensemble de profilés transversaux creux, rectangulaires ou carrés, parallèles entre eux, dont les montants tournés l'un vers l'autre sont pour leur part reliés par complémentarité de forme, caractérisé par le fait que plusieurs profilés (3) au moins, mais de préférence tous les profilés transversaux (3) disposés entre les parties extrêmes du tablier, sont reliés aux poutres longitudinales (1) par un soudage qui est prévu sensiblement entre les poutres longitudinales (1) et les montants latéraux (5) des profilés transversaux, les cordons de soudure (9) d'au moins plusieurs profilés transversaux (3) successifs étant tournés vers une extrémité des poutres longitudinales (1).
  2. Tablier selon la revendication 1, caractérisé par le fait que le cordon de soudure (9) s'étend au moins sur la plus grande partie de sa longueur dans la zone des montants latéraux (5).
  3. Tablier selon la revendication 1, caractérisé par le fait que, à l'exception de profilés transversaux (3) éventuellement prévus aux extrémités du tablier, toutes les poutres transversales sont pourvues d'un cordon de soudure (9) tourné en direction d'une poutre.
  4. Tablier selon la revendication 1, caractérisé par le fait qu'un montant latéral (5) de profilé transversal (3) est pourvu d'une saillie (7) sur laquelle le profilé transversal (3) voisin prend appui.
  5. Tablier selon la revendication 4, caractérisé par le fait que le profilé transversal (3) est pourvu d'une saillie (7) dont le montant latéral (5) est relié aux poutres longitudinales (1) par l'intermédiaire de la soudure (cordon 9).
  6. Tablier selon les revendications 4 et 5, caractérisé par le fait que les profilés transversaux (3) soudés à leurs extrémités aux poutres longitudinales (1) possèdent sur leurs montants latéraux (5) tournés l'un vers l'autre des évidements (6) correspondant entre eux, dans lesquels des éléments d'entretoisement (8) comportant des saillies (7) disposées des deux côtés et mis en place entre les profilés transversaux (3) de manière amovible s'engagent pratiquement sans jeu.
  7. Tablier selon la revendication 1, caractérisé par le fait que les profilés transversaux (3) sont des profilés creux fermés de tout côté.
  8. Tablier selon la revendication 6, caractérisé par le fait que les saillies sont des tronçons alignés qui sont fixés à un disque mince (8).
  9. Tablier selon la revendication 6, caractérisé par le fait que les évidements (6) se trouvent au-dessus de la mi-hauteur des montants latéraux (5), et ce, du côté tourné vers la surface utile des profilés transversaux.
EP93107396A 1992-05-09 1993-05-06 Dalle porteuse pour ponts et rampes Expired - Lifetime EP0569865B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4214758A DE4214758C2 (de) 1992-05-09 1992-05-09 Tragplatte für Brücken und Rampen
DE4214758 1992-05-09

Publications (2)

Publication Number Publication Date
EP0569865A1 EP0569865A1 (fr) 1993-11-18
EP0569865B1 true EP0569865B1 (fr) 1996-01-10

Family

ID=6458163

Family Applications (2)

Application Number Title Priority Date Filing Date
EP93106203A Expired - Lifetime EP0573757B1 (fr) 1992-05-09 1993-04-16 Dalle porteuse pour ponts et rampes
EP93107396A Expired - Lifetime EP0569865B1 (fr) 1992-05-09 1993-05-06 Dalle porteuse pour ponts et rampes

Family Applications Before (1)

Application Number Title Priority Date Filing Date
EP93106203A Expired - Lifetime EP0573757B1 (fr) 1992-05-09 1993-04-16 Dalle porteuse pour ponts et rampes

Country Status (3)

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

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 (ko) * 2002-11-22 2005-02-02 한국건설기술연구원 교축 직각방향 연결부재를 이용한 복합소재로 제작된프리캐스트 교량 바닥판 연결구조 및 이를 이용한교량시공방법
CN103255713B (zh) * 2013-05-17 2015-11-18 长沙理工大学 一种水泥混凝土桥面复合铺装结构

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0583684A1 (fr) * 1992-08-19 1994-02-23 Kurt Alten Plaque de support pour ponts et rampes

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH342983A (de) * 1954-12-31 1959-12-15 Beteiligungs & Patentverw Gmbh Tragwerk mit einer Fahrbahntafel
DE7803283U1 (de) * 1978-02-04 1978-07-27 Schneider, Friedrich, 7832 Kenzingen Belagbahn zum begehen von geruesten o.dgl.
DK150469C (da) * 1984-11-15 1987-10-12 Nord Plan Staalreoler As Gangbro bestaaende af mindst to op til hinanden stoedende profilbjaelker
DE3540604A1 (de) * 1985-11-15 1987-05-21 Alten K Schraubverbindung zum verbinden eines hohlprofils mit einem quer dazu angebrachten profil
DE8711225U1 (de) * 1987-08-18 1987-11-05 Eichinger, Hartmut, 8701 Röttingen Elastischer Bodenbelag

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0583684A1 (fr) * 1992-08-19 1994-02-23 Kurt Alten Plaque de support pour ponts et rampes

Also Published As

Publication number Publication date
DE59301387D1 (de) 1996-02-22
DE4214758C2 (de) 1994-07-07
ATE132929T1 (de) 1996-01-15
EP0573757A1 (fr) 1993-12-15
EP0569865A1 (fr) 1993-11-18
EP0573757B1 (fr) 1995-08-30
ATE127184T1 (de) 1995-09-15
DE59300525D1 (de) 1995-10-05
DE4214758A1 (de) 1993-11-11

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