EP1193347A2 - Fahrbahnübergang - Google Patents
Fahrbahnübergang Download PDFInfo
- Publication number
- EP1193347A2 EP1193347A2 EP01122755A EP01122755A EP1193347A2 EP 1193347 A2 EP1193347 A2 EP 1193347A2 EP 01122755 A EP01122755 A EP 01122755A EP 01122755 A EP01122755 A EP 01122755A EP 1193347 A2 EP1193347 A2 EP 1193347A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- profile
- profiles
- elastic
- edge
- roadway
- 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.)
- Granted
Links
- 229920001971 elastomer Polymers 0.000 claims abstract description 5
- 239000000806 elastomer Substances 0.000 claims abstract description 5
- 230000007704 transition Effects 0.000 claims description 17
- 241000446313 Lamella Species 0.000 claims description 7
- 238000007789 sealing Methods 0.000 description 23
- 230000000694 effects Effects 0.000 description 6
- 239000007788 liquid Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 238000003466 welding Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000006735 deficit Effects 0.000 description 1
- 230000005489 elastic deformation Effects 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 230000036316 preload Effects 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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
- E01D19/06—Arrangement, construction or bridging of expansion joints
- E01D19/062—Joints having intermediate beams
Definitions
- the invention relates to a roadway crossing for bridging expansion joints between a bridge component and a connection component or the like, with support beams, on these stored central profiles (slats) and / or with edge profiles, and with elastic, with inside lying cavities provided profiles between adjacent center and / or Edge profiles, which the gap between these middle profiles (lamella) or a Fill in the middle profile and an edge profile or between the edge profiles and do one in generate a substantially continuous, approximately flat surface of the carriageway crossing.
- Noise is primarily generated when driving over the lamella-roadway crossings design-related joint gaps that lie transversely to the direction of travel, the noises being greatest if the gaps are large and / or the crossing angle between the direction of travel of the vehicle driving over and the joint gap is 90 °.
- the finger plates are on the slats welded on and do not rest on the neighboring slats.
- the finger plates are attached by welding, besides the usual problems (such as the introduction of additional shrinkage stresses in the fins), especially the very strong notches of the weld seams come into effect.
- the notch effect is particularly strong because none due to the special geometry of the finger plates continuous weld seams, but only a relatively large number of short, sometimes even transverse to the profile direction or welding seams running transversely to the tension direction with a corresponding number of so-called End craters are present. Due to the notch effect described, the entire dynamic Load capacity of the carriageway crossing is severely restricted. An exchange of the Sealing profile, which is between the slats or between slats and edge profile or located between the edge profiles, only possible with restrictions. As a limitation mentions that e.g. B. the slat must be horizontally displaceable, which is only in so-called elastic controls of the slats is given.
- the object of the invention is to create a new carriageway crossing create the well-known while largely avoiding the disadvantages shown Road transitions are particularly quiet and regardless of the position of the No sealing problems occur.
- this is achieved by a roadway crossing for bridging Expansion joints between a bridge component and a connection component or the like, with support beams and on these stored central profiles (slats) and / or with edge profiles and with elastic profiles with internal cavities between side by side lying central and / or edge profiles, which are the gap between these central profiles Fill (slats) or a middle profile and an edge profile or between the edge profiles and a substantially continuous, approximately flat surface of the Generate roadway transition, the elastic profiles are installed so that they in each Position of the carriageway transition are always biased to pressure, and the contact area between any elastic profile and a central profile (lamella) or an edge profile from the respective edge of each individual joint gap on the surface of the carriageway crossing from diagonally down towards the corresponding central or edge profile.
- the roadway crossing according to the invention enables the vehicle to be driven over with a significantly lower one Noise than previously known road transitions with slats, because one of the main sources of noise, namely the gap between the direction of travel, filled by the sealing profiles and bridged with it.
- one of the main sources of noise namely the gap between the direction of travel, filled by the sealing profiles and bridged with it.
- there are any rattling noises caused by additionally attached Finger plates or similar can be caused by the elimination of the same.
- the elastic sealing profiles in the roadway transition according to the invention are built in that they are always under pressure in any position of the carriageway crossing are biased in connection with the oblique design of the contact surfaces between each elastic profile and a neighboring profile such that the contact surface from the respective edge of the individual gap in question on the surface of the carriageway crossing runs obliquely downwards in the direction of the relevant central or edge profile, one excellent sealing effect is achieved, regardless of whether the roadway crossing is full retracted fully extended or any intermediate position. Because it's going on This ensures that the elastic profile is always under pressure Contact surfaces of the slats or the slat and the edge profile between which it is installed is well under pressure.
- Another advantage of the roadway crossing according to the invention is also given that by the constant pressure preload of the sealing profiles used separate mechanical and / or other elastic control devices, as in the prior art Technology are common, can be dispensed with, since the prestressed sealing profiles themselves as one excellently functioning control system for centering the slats. Also leads the slope at the bottom of the head of each slat means that the entire space between the slats are accessible or available for the elastic deformation of the profile, so that the slats can be moved together practically until blocking.
- Another advantage is that the essentially continuous, almost flat surface of the roadway crossing according to the invention no dirt, Stones or similar can accumulate in the crevices, so that regular cleaning of the Joint gaps can be omitted.
- the gap gaps were covered with a sheet or special sealing profiles Webs were used to reduce the gap widths, these sheets or special sealing profiles are not necessary, because the level and gap-free surface means that the crossing is not entered is possible without any restriction.
- An additional advantage is that the roadway crossing according to the invention is practical the entire cavity between the slats can be filled with a sealing profile, so that a special holder or the like for the sealing profile, as is customary in the prior art, can be omitted. Because such mounts are usually very expensive, because here with very narrow Tolerances must be worked.
- the oblique formation of the contact surface between each elastic profile and the neighboring one Profile or lamella or an edge profile can be designed in any suitable way, it has proven to be particularly advantageous if the formation of the edge profile is wedge-shaped or runs concave or convex downward. This makes particularly good Investment relationships between the elastic profile and this contact surface, which too excellent sealing effects in all positions of the carriageway crossing.
- the elastic profiles are advantageously produced from an extruded elastomer. It is particularly preferred if the cavities of the elastic profiles with a gaseous medium are filled. For special applications, however, it can also be advantageous if the filling consists of a liquid medium instead of a gaseous medium, one such Filling then via suitable control valves or control devices with a liquid reservoir are connected outside of the profile, in or out of when the creation changes liquid can be withdrawn or filled from the carriageway crossing.
- the roadway crossing according to the invention is particularly preferably designed such that that the volume of all cavities of each elastic profile in its non-installed state is at least 50% of the total profile volume.
- each elastic profile has a block-shaped cross section with a height to width ratio in the range of 1: 1 to 1: 2. This will make a big one Rigidity of the elastic profiles is achieved, which leads to great stability and rigidity of each elastic profile in any position of the road transition, with no Buckling can occur, even when the carriageway transition is fully moved together.
- the roadway transitions shown in Figures 1 and 2 each extend between two Joint edges, e.g. B. a bridge construction.
- the structure of the carriageway transitions from FIGS. 1 and 2 has an expansion joint F in Joint longitudinal direction and parallel to the joint edges via elastic sealing profiles 1 interconnected slats 2, the sealing profiles 1 between the slats 2 trained gap each waterproof and with a substantially flat surface bridged.
- edge profiles 3 are in the form of steel profiles also connected via sealing profiles 1 to the adjacent slats 2.
- the top of the superstructure is provided with a suitable seal 4 on both sides of the joint a road surface 5, z. B. asphalt, is attached, which forms a surface 6.
- the sealing profiles 1 are extruded elastomer profiles with corresponding deformation cavities 11, the representation of FIG. 1 only a large variety in its cross section shows very small deformation cavities 11 (approximately in the form of a sponge), while in the embodiment according to FIG. 2 also the larger cavities of the used form (possibly also a large number of small cavities 11 in the individual Webs or ribs of the profile) form the deformation cavities.
- the deformation cavities 11 can with a gaseous medium, such as. B. air, or with special fluids and are in the fully extended position of the carriageway crossing biased by a measure 8 relative to their relaxed position.
- a gaseous medium such as. B. air
- the cavities of the elastomer profiles 1 used are filled with a liquid medium it is necessary that this be connected to a liquid reservoir via suitable control elements is connected into the liquid which is superfluous when the roadway junction moves together when the cavities 11 are shrunk out of these and can be introduced there or at a spreading of the carriageway transition from the reservoir into the cavities at their Magnification flows into it.
- each lamella 2 has on its underside downward on a slope 7, the respective slat edge 9, the edge of the forms a corresponding individual joint gap on the traffic surface 6, obliquely downwards in Direction towards the central web 10 of the slat 2 in question.
- This will make the whole Space between the slats 2 accessible for the deformation of the sealing profile 1, so that the Slats 2 can be moved together practically except for a blockage.
- wedge-shaped slope can also be another type of oblique ongoing training of the slat in question are provided, as they are not in the figures is shown, e.g. B. convexly curved or concavely curved.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
- Semiconductor Lasers (AREA)
- Threshing Machine Elements (AREA)
- Optical Communication System (AREA)
- Combined Devices Of Dampers And Springs (AREA)
Abstract
Description
Claims (6)
- Fahrbahnübergang für die Überbrückung von Dehnungsfugen (F) zwischen einem Brückenbauteil und einem Anschlußbauteil o.ä., mit Stützträgern sowie auf diesen gelagerten Mittelprofilen (2) (Lamellen), und/oder mit Randprofilen (3), und mit elastischen, mit innen liegenden Hohlräumen (11) versehenen Profilen (1) zwischen nebeneinander liegenden Mittel- (2) und/oder Randprofilen (3), welche die Fugenspalte zwischen diesen Mittelprofilen (Lamellen) (2) bzw. einem Mittelprofil (2) und einem Randprofil (3) oder zwischen den Randprofilen (3) ausfüllen und dabei eine im wesentlichen durchgehende, annähernd ebene Oberfläche (6) des Fahrbahnübergangs erzeugen, wobei die elastischen Profile (1) so eingebaut sind, daß sie in jeder Stellung des Fahrbahnüberganges stets auf Druck vorgespannt sind, und die Kontaktfläche (7) zwischen jedem elastischen Profil (1) und einem Mittelprofil (Lamelle) (2) oder einem Randprofil (3) vom jeweiligen Rand eines jeden Einzelfugenspaltes an der befahrenen Oberfläche (6) des Fahrbahnüberganges aus schräg nach unten in Richtung auf das betreffende Mittel- (2) oder Randprofil (3) hin verläuft.
- Fahrbahnübergang nach Anspruch 1, bei dem jede Kontaktfläche (7) zwischen einem elastischen Profil (1) und einem Mittelprofil (Lamelle) (2) oder einem Randprofil (3) keilförmig oder konkav oder konvex gekrümmt nach unten hin verläuft.
- Fahrbahnübergang nach Anspruch 1 oder Anspruch 2, bei dem die elastischen Profile (1) aus einem extrudierten Elastomer bestehen.
- Fahrbahnübergang nach einem der Ansprüche 1 bis 3, bei dem die Hohlräume (11) der elastischen Profile (1) mit einem gasförmigen Medium gefüllt sind.
- Fahrbahnübergang nach einem der Ansprüche 1 bis 4, bei dem das Volumen aller Hohlräume (11) eines elastischen Profiles (1) in dessen nicht-eingebautem Zustand mindestens 50% des Profil-Gesamtvolumens beträgt.
- Fahrbahnübergang nach einem der Ansprüche 1 bis 5, bei dem jedes elastische Profil (1) einen blockförmigen Querschnitt mit einem Verhältnis Höhe zu Breite im Bereich von 1:1 bis 1:2 aufweist.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SI200130869T SI1193347T1 (sl) | 2000-09-27 | 2001-09-21 | Prehod cestišča |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10047944 | 2000-09-27 | ||
DE10047944A DE10047944B4 (de) | 2000-09-27 | 2000-09-27 | Fahrbahnübergang |
Publications (3)
Publication Number | Publication Date |
---|---|
EP1193347A2 true EP1193347A2 (de) | 2002-04-03 |
EP1193347A3 EP1193347A3 (de) | 2003-10-29 |
EP1193347B1 EP1193347B1 (de) | 2008-07-09 |
Family
ID=7657886
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP01122755A Expired - Lifetime EP1193347B1 (de) | 2000-09-27 | 2001-09-21 | Fahrbahnübergang |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP1193347B1 (de) |
AT (1) | ATE400704T1 (de) |
DE (2) | DE10047944B4 (de) |
SI (1) | SI1193347T1 (de) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006111718A1 (en) * | 2005-04-18 | 2006-10-26 | George Leslie England | Bridge structures |
DE102010037873A1 (de) | 2009-10-02 | 2011-04-07 | Josef Engelbert Fuchs | Verfahren zum Herstellen eines Stützelementes zum Einbau in Beton- oder Asphaltdecken von Fahrbahn- oder Brückenübergängen sowie damit ausgestatteter Fahrbahn- oder Brückenübergang |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19803004A1 (de) | 1997-01-27 | 1998-08-13 | Alfred Hartkorn | Fugenüberbrückungskonstruktion |
DE19705531A1 (de) | 1997-02-13 | 1998-08-20 | Maurer Friedrich Soehne | Vorrichtung zur Überbrückung von Dehnfugen |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1992179U (de) * | 1968-08-22 | Acme Highway Products Corporation, Buffalo, N Y (V St A) | Dehnungsverbindungsanordnung | |
DE1235974B (de) * | 1962-12-07 | 1967-03-09 | Cie Ind De Precontrainte Et D | Abdeckvorrichtung fuer Dehnungsfugen in Bruecken, Strassen und anderen Ingenieurbauten |
DE2054095A1 (de) * | 1970-11-03 | 1972-05-10 | Kotter, Wilhelm, 4100 Duisburg | Pneumatischer wasserdichter Fahrbahn übergang fur Brücken |
US3699853A (en) * | 1971-02-16 | 1972-10-24 | Acme Highway Prod | Composite expansion joint |
US3682053A (en) * | 1971-02-16 | 1972-08-08 | Acme Highway Prod | Sealing member |
US4030156A (en) * | 1976-08-16 | 1977-06-21 | A. J. Harris & Sons, Inc. | Bridge expansion joint |
US4132491A (en) * | 1978-04-27 | 1979-01-02 | Fox Industries, Inc. | Restraint assembly for bridge roadway expansion joints |
US4339214A (en) * | 1980-05-02 | 1982-07-13 | Acme Highway Products Corporation | Composite expansion joint |
-
2000
- 2000-09-27 DE DE10047944A patent/DE10047944B4/de not_active Expired - Fee Related
-
2001
- 2001-09-21 EP EP01122755A patent/EP1193347B1/de not_active Expired - Lifetime
- 2001-09-21 DE DE50114086T patent/DE50114086D1/de not_active Expired - Lifetime
- 2001-09-21 SI SI200130869T patent/SI1193347T1/sl unknown
- 2001-09-21 AT AT01122755T patent/ATE400704T1/de active
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE19803004A1 (de) | 1997-01-27 | 1998-08-13 | Alfred Hartkorn | Fugenüberbrückungskonstruktion |
DE19705531A1 (de) | 1997-02-13 | 1998-08-20 | Maurer Friedrich Soehne | Vorrichtung zur Überbrückung von Dehnfugen |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2006111718A1 (en) * | 2005-04-18 | 2006-10-26 | George Leslie England | Bridge structures |
DE102010037873A1 (de) | 2009-10-02 | 2011-04-07 | Josef Engelbert Fuchs | Verfahren zum Herstellen eines Stützelementes zum Einbau in Beton- oder Asphaltdecken von Fahrbahn- oder Brückenübergängen sowie damit ausgestatteter Fahrbahn- oder Brückenübergang |
Also Published As
Publication number | Publication date |
---|---|
SI1193347T1 (sl) | 2008-12-31 |
DE50114086D1 (de) | 2008-08-21 |
ATE400704T1 (de) | 2008-07-15 |
EP1193347B1 (de) | 2008-07-09 |
DE10047944A1 (de) | 2002-04-25 |
DE10047944B4 (de) | 2005-07-21 |
EP1193347A3 (de) | 2003-10-29 |
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