EP0999309A2 - Pont - Google Patents
Pont Download PDFInfo
- Publication number
- EP0999309A2 EP0999309A2 EP99121766A EP99121766A EP0999309A2 EP 0999309 A2 EP0999309 A2 EP 0999309A2 EP 99121766 A EP99121766 A EP 99121766A EP 99121766 A EP99121766 A EP 99121766A EP 0999309 A2 EP0999309 A2 EP 0999309A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- hollow profile
- bridge
- bridge according
- hollow
- section
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
Images
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
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/103—Parapets, railings ; Guard barriers or road-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
- E01D2101/34—Metal non-ferrous, e.g. aluminium
Definitions
- the present invention relates to a bridge accessible areas and one over struts, walls or the like. the handrail assigned to the accessible areas.
- Such a device is for example from DE 195 25 819.7 A1 known.
- Essential characteristic of this Invention is that almost the entire device can be manufactured in a modular manner. It consists in essential aluminum profiles that are lightweight and are inexpensive to manufacture.
- the present invention is based on the object this walk-in known from DE 196 25 819 A1 To further improve the device, in particular the Increase stability and ease of manufacture.
- the handrail runs out There are hollow profile sections, which at least one Longitudinal groove for connection to the struts, walls or the like. having.
- the shape of the hollow profile has the advantage that it very high stability and especially flexural rigidity owns. This gives the bridge high strength.
- the longitudinal groove has the advantage that it connects to the Struts or walls can be made considerably easier.
- the longitudinal groove undercut is formed so that they are appropriate Sliding blocks can accommodate.
- the slot nuts have again the advantage that they are moved in the longitudinal groove can, so that a connection between the hollow profile sections and the struts or walls on any Place can be done.
- the hollow profile is preferably a extruded aluminum profile, the corresponding Hollow section sections depending on the desired length of this Aluminum profile can be cut off.
- the Production of such extruded aluminum profiles is extremely inexpensive.
- the hollow profile is preferably round in cross section. This ensures optimum stability.
- tabs are provided which, in order also a different orientation of hollow profiles To be able to take into account, articulated with the hollow profile sections can be connected.
- a bridge has accessible areas, being as walk-on areas, planks 1 and stairs 2.1 to 2.3 are indicated.
- the walkable areas are over Strive 3 handrails 4 associated with each Hollow section 5 exist.
- Individual hollow profile sections 5 are interconnected by tabs 6.
- Each hollow profile section 5 is cross-section according to Figure 2 is round and symmetrically distributed Grooves 7.1 to 7.4 on a lateral surface 8.
- the grooves 7.1 to 7.4 are designed so that they are the For example, take T-nuts, i.e. they are undercut. Accordingly, a very simple assembly or a simple one Connection of hollow profile section 5 with, for example Struts 3 take place.
- FIG. 1 A solid wall girder bridge is shown in FIG. At this bridge is the planks 1 of another Hollow section 5.1 underlaid, which of the same extruded hollow profiles, like that Hollow profile sections 5 of the handrail 4.
- the handrail 5 has an inner wall 9 and one Plated outer wall 10, the connection between Inner wall 9 or outer wall 10 and the hollow profile section 5 via the sliding blocks 11.1 and 11.2 described above he follows.
- the inner walls can be attached to it 9 and the outer walls 10, as described above become.
- the hollow profile section according to the invention can also be used for a beam, as is indicated by the reference number 5.3.
- the entire bridge is thus constructed in a modular system with essentially the same elements.
- Item number list 1 Planks 34 67 2nd Stairs 35 68 3rd Strive 36 69 4th Handrail 37 70 5 Hollow section 38 71 6 Tab 39 72 7 Groove 40 73 8th Jacket surface 41 74 9 Interior wall 42 75 10th Outer wall 43 76 11 Sliding block 44 77 12th 45 78 13 46 79 14 47 15 48 16 49 17th 50 18th 51 19th 52 20th 53 21 54 22 55 23 56 24th 57 25th 58 26 59 27 60 28 61 29 62 30th 63 31 64 32 65 33 66
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Steps, Ramps, And Handrails (AREA)
- Joining Of Building Structures In Genera (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19851202A DE19851202A1 (de) | 1998-11-06 | 1998-11-06 | Brücke |
DE19851202 | 1998-11-06 |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0999309A2 true EP0999309A2 (fr) | 2000-05-10 |
EP0999309A3 EP0999309A3 (fr) | 2002-04-10 |
Family
ID=7886913
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP99121766A Withdrawn EP0999309A3 (fr) | 1998-11-06 | 1999-11-03 | Pont |
Country Status (3)
Country | Link |
---|---|
US (1) | US6308357B1 (fr) |
EP (1) | EP0999309A3 (fr) |
DE (1) | DE19851202A1 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2008092550A2 (fr) * | 2007-01-31 | 2008-08-07 | Peter Maier Leichtbau Gmbh | Procédé de construction de ponts |
US20220195677A1 (en) * | 2017-07-26 | 2022-06-23 | System Korea Engineering & Construction Co., Ltd. | System for preventing fall and suicide |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA2607711C (fr) * | 2005-05-12 | 2015-04-14 | Alexandre De La Chevrotiere | Raccord et systeme resistant aux moments |
US8104130B2 (en) * | 2007-09-27 | 2012-01-31 | Marc Lerner | Bridge structure |
CA2688813C (fr) | 2008-10-06 | 2021-09-14 | Alexandre De La Chevrotiere | Assemblage structurel destine a la construction de ponts et autres structures |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19625819A1 (de) | 1996-03-27 | 1997-10-02 | Maier Gmbh Peter | Begeh- und/oder befahrbare Vorrichtung |
Family Cites Families (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US452274A (en) * | 1891-05-12 | kellee | ||
US187513A (en) * | 1877-02-20 | Improvement in bridges | ||
GB1314518A (en) * | 1969-09-12 | 1973-04-26 | British Aluminium Co Ltd | Handrail system |
US4003473A (en) * | 1974-08-30 | 1977-01-18 | Ryan Ramp, Inc. | Combined marine ramp transfer and mooring system |
US4253210A (en) * | 1979-09-10 | 1981-03-03 | Andre Racicot | Metal truss structure |
GB8911984D0 (en) * | 1989-05-25 | 1989-07-12 | Mabey & Johnson Ltd | Prefabricated lattice panels for a bridge |
US5008967A (en) * | 1989-07-13 | 1991-04-23 | Modern Industries, Inc. | Triangular truss walkout cantilever |
US5924152A (en) * | 1997-11-11 | 1999-07-20 | Maier; Peter | Device that can be walked on or driven on |
DE19806145A1 (de) * | 1998-02-14 | 1999-08-19 | Maier Gmbh Peter | Begeh- und/oder befahrbare Vorrichtung |
US6009586A (en) * | 1998-03-09 | 2000-01-04 | Vermont Center For Independent Living, Inc. | Truss and panel system for access ramps |
-
1998
- 1998-11-06 DE DE19851202A patent/DE19851202A1/de not_active Withdrawn
-
1999
- 1999-11-03 EP EP99121766A patent/EP0999309A3/fr not_active Withdrawn
- 1999-11-05 US US09/435,298 patent/US6308357B1/en not_active Expired - Fee Related
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19625819A1 (de) | 1996-03-27 | 1997-10-02 | Maier Gmbh Peter | Begeh- und/oder befahrbare Vorrichtung |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2008092550A2 (fr) * | 2007-01-31 | 2008-08-07 | Peter Maier Leichtbau Gmbh | Procédé de construction de ponts |
WO2008092550A3 (fr) * | 2007-01-31 | 2008-10-02 | Maier Gmbh Peter | Procédé de construction de ponts |
US20220195677A1 (en) * | 2017-07-26 | 2022-06-23 | System Korea Engineering & Construction Co., Ltd. | System for preventing fall and suicide |
Also Published As
Publication number | Publication date |
---|---|
DE19851202A1 (de) | 2000-05-11 |
EP0999309A3 (fr) | 2002-04-10 |
US6308357B1 (en) | 2001-10-30 |
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Legal Events
Date | Code | Title | Description |
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PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
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AK | Designated contracting states |
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AX | Request for extension of the european patent |
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PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
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AK | Designated contracting states |
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AX | Request for extension of the european patent |
Free format text: AL;LT;LV;MK;RO;SI |
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17P | Request for examination filed |
Effective date: 20020507 |
|
AKX | Designation fees paid |
Free format text: AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE |
|
17Q | First examination report despatched |
Effective date: 20041110 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 20050322 |