EP0792398A1 - Mehrgleis-strassenübergang - Google Patents
Mehrgleis-strassenübergangInfo
- Publication number
- EP0792398A1 EP0792398A1 EP95935747A EP95935747A EP0792398A1 EP 0792398 A1 EP0792398 A1 EP 0792398A1 EP 95935747 A EP95935747 A EP 95935747A EP 95935747 A EP95935747 A EP 95935747A EP 0792398 A1 EP0792398 A1 EP 0792398A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- plates
- track
- rails
- road crossing
- supported
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/06—Pavings made of prefabricated single units made of units with cement or like binders
- E01C5/08—Reinforced units with steel frames
- E01C5/085—Reinforced units with steel frames on prefabricated supporting structures or prefabricated foundation elements except coverings made of layers of similar elements
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/04—Pavings for railroad level-crossings
Definitions
- the invention relates to a multi-track road crossing with a roadway lying at rail level, which is formed on each track by self-supporting plates elastically supported on at least one side on the rail feet, namely inner plates which bridge the space between the two rails of the relevant track and are supported on these two rails, and outer plates, which each cover a strip-shaped area outside the rails of the track in question and are elastically supported on the side of the rail feet on the side facing these rails and are supported on their side facing away from these rails on support bodies which, in addition to the relevant track are laid, and which roadway is formed in the middle of the distance between adjacent tracks by a fill.
- the roadway in the distance between adjacent tracks is formed by filling in the form of an asphalt-mix road surface.
- the individual track areas are to be considered as separated from each other by this distance area.
- This asphalt strip has a roadway grip that deviates from that existing in the track area, for example where concrete slabs are laid, so that there is an additional danger in the section of the road which is already exposed to various risks for road traffic.
- the asphalt surface also tends to form depressions and ruts and embrittlement damage and the asphalt surface lies on its own ballast bed at the level and does not follow changes in the level of the track.
- the asphalt surface usually has to be broken up during service work on the tracks and then manufactured again (for example because of a new or changed level situation), which has adverse consequences for road traffic, because such asphalt work usually has a partial distance in this area or require complete blockage of this section of the road and there is a further disadvantage in that mostly only small construction equipment can be used for the asphalt work or only manual repair work can be carried out.
- the aim of the invention is to create a multi-track road crossing in which the disadvantages of known rail-like crossings, as mentioned above, are avoided.
- the road crossing according to the invention is characterized in that the filling is formed by self-supporting compensating plates which are supported on their two longitudinal edges on the support bodies which also support the outer plates.
- the advantages of this design with compensation plates are that the same road properties, in particular the same grip of the road surface in the entire transition area, are created and no level problems can occur, since the compensation plates are supported on the same support bodies as the outer plates. Even after longer periods of time, there are no changes in the levels of the top of the plates relative to one another.
- the compensating plates can be lifted off easily and without great expenditure of time for service work, and production and storage can be carried out economically favorably since the compensating plates can be relatively narrow. A large part of the distance between the tracks is covered by the outer panels, which can be manufactured with the same format by using compensating panels.
- the compensation plates can also be lifted off at any time and the space under the compensation plates can be used to guide cables or the like.
- the support bodies supporting the compensating plates can be easily placed and positioned on the foundations made of in-situ concrete or shaped concrete blocks prepared for the latter, which results in a good fit of the said compensating plates.
- the support bodies provided in the road crossing according to the invention advantageously have a on their top longitudinal rib on, which ends horizontally at rail or road surface level and separates the support surfaces for the compensation plates from the support surfaces for the outer plates from each other, whereby a good positional security can be achieved for both the one and the other aforementioned plates.
- the longitudinal rib is designed such that the side surface of said rib facing the support surface for the compensating plates runs vertically inclined and approaches the other rib side upwards and that the edge surfaces of the compensating plates running along this rib correspond to those inclined extending side surfaces of the longitudinal ribs of the support bodies are also inclined, which facilitates the manageability when installing the compensation plates and their position adjustment.
- the compensation plates according to the invention can advantageously be made from polymer concrete. As a result, they have a high strength and (unlike e.g. cement concrete slabs) do not require a metal frame, and can therefore be easily manufactured in various dimensions, have a good grip on the surface and do not result in any insulation problems, such as those e.g. can occur with metal frame reinforced cement concrete slabs.
- FIG. 1 shows a first embodiment of a multi-track road crossing designed according to the invention in a cross section taken along the line I-I in FIG. 2, the section lying between the individual tracks being shown in the middle of FIG. 1,
- FIG. 3 shows another embodiment of such a road crossing in a cross-sectional representation corresponding to FIG.
- the whole track Bodies result from the mirroring of the parts shown around the relevant track center plane AI or A2 running in the middle of the track body in the longitudinal direction of the track.
- the rails of the track Gl are designated 2 and those of the track G2 3.
- the roadway of this road crossing is formed in the area of the tracks Gl and G2 by self-supporting plates, specifically by inner plates 4, which bridge the space 5 between the two rails 2 and 3 of the relevant track Gl and G2 and outer plates 6, which each cover a strip-shaped area 7 outside the rails of the track in question.
- the inner plates 4 lie with the insertion of elastic bearings 8 on the inside feet 2a and 3a of the rails 2 and 3 and experience a hold against displacement by the webs of the rails 2 and 3.
- the outer plates 6 are elastically supported on their side 6a facing the rails 2 and 3 on the outer feet 2b and 3b of the rails 2 and 3 with the insertion of elastic bearings 9; on its side 6b facing away from the rails 2 and 3, the outer plates 6 are supported on support bodies 10, which are laid next to the relevant track Gl or G2.
- the roadway is formed by a filling in the form of compensation plates 11, which consist of concrete.
- These compensating plates 11 are supported on their two longitudinal edges 12 on the support bodies 10 which also support the outer plates 6.
- the support body 10 itself is placed on foundations 13, which are formed from in-situ concrete.
- the support bodies 10 On their upper side, the support bodies 10 have a longitudinal rib 14, which separates the support surface 15, which is provided for the outer plates 6, from the support surface 16, which is provided for the compensating plates 11.
- Elastic strips 17, 18 are arranged on these two support surfaces 15, 16, on which the outer plates 6 and the compensating plates 11 rest.
- the compensating plates 11 are preferably made of polymer concrete, polyester concrete being particularly advantageous.
- FIG.3 Another embodiment of the road crossing is shown in Fig.3.
- the support bodies 10a are supported on foundations made of concrete blocks 13a and connected to one another by means of spacers 19. This ensures that the support bodies 10a are positioned precisely with respect to one another.
- these concrete blocks 13 a can also be fixed in their position relative to one another by spacers 20, which embodiment is particularly important when extreme traffic loads occur.
- the support bodies 10a have longitudinal ribs 14a, the side surfaces 21 of which facing the compensating plates 11a run inclinedly.
- the edge surfaces 22 of the compensating plates 11a also run inclined corresponding to the side surfaces 21 of the ribs 14a.
- the compensation plates 11a rest directly on the support bodies 10a; if desired, storage on interposed elastic strips (not shown) is also possible here.
- the space A shown in FIGS. 1 and 3 below the compensating plates 11 or 11a, which is delimited laterally by the support bodies 10 and 10a, the associated foundations 13 and 13a and the surface 23 of the soil 24 and the underside 25 of the plate is available for the laying and routing of cables, pipes and the like.
- 2 shows openings 26 indicated in the compensating plates 11 and 11a, respectively, which facilitate the transport and laying of the compensating plates, or their disassembly for service work, by means of lifting devices.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Road Signs Or Road Markings (AREA)
Description
Claims
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SI9530114T SI0792398T1 (en) | 1994-11-15 | 1995-11-13 | Multi-track road crossing |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT2108/94 | 1994-11-15 | ||
AT0210894A AT404149B (de) | 1994-11-15 | 1994-11-15 | Mehrgleis-strassenübergang |
PCT/AT1995/000215 WO1996015322A1 (de) | 1994-11-15 | 1995-11-13 | Mehrgleis-strassenübergang |
Publications (2)
Publication Number | Publication Date |
---|---|
EP0792398A1 true EP0792398A1 (de) | 1997-09-03 |
EP0792398B1 EP0792398B1 (de) | 1998-05-20 |
Family
ID=3527941
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP95935747A Expired - Lifetime EP0792398B1 (de) | 1994-11-15 | 1995-11-13 | Mehrgleis-strassenübergang |
Country Status (10)
Country | Link |
---|---|
US (1) | US5799868A (de) |
EP (1) | EP0792398B1 (de) |
JP (1) | JP3452581B2 (de) |
CN (1) | CN1120264C (de) |
AT (2) | AT404149B (de) |
AU (1) | AU700044B2 (de) |
DE (1) | DE59502281D1 (de) |
ES (1) | ES2119492T3 (de) |
RU (1) | RU2149235C1 (de) |
WO (1) | WO1996015322A1 (de) |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7988066B2 (en) * | 2006-06-13 | 2011-08-02 | Newstyle Nominees Pty Ltd | Rail track crossing |
CN102912704B (zh) * | 2011-12-27 | 2015-09-09 | 于天庆 | 一种路面结构化的装配式道路 |
CN103343503B (zh) * | 2013-06-26 | 2015-09-30 | 中国建筑股份有限公司 | 桥式预制钢筋混凝土槽形板耐磨路面结构体系及施工方法 |
CN103334356B (zh) * | 2013-06-26 | 2015-09-30 | 中国建筑股份有限公司 | 桥式预制钢筋混凝土暗梁板路面体系及其施工方法 |
CN103334360B (zh) * | 2013-06-26 | 2015-10-28 | 中国建筑股份有限公司 | 桥式预制钢筋混凝土暗梁板耐磨路面体系及其施工方法 |
BE1025482B1 (fr) * | 2014-04-15 | 2019-03-13 | Etablissements Simonis S. | Assemblage d'elements de construction pour un passage a niveau |
CN104088207B (zh) * | 2014-06-27 | 2016-06-01 | 黑龙江省龙建路桥第四工程有限公司 | 具有减震功能的公路的施工方法 |
CN112982044B (zh) * | 2021-03-24 | 2023-01-06 | 广西柳州钢铁集团有限公司 | 道口整体道床快速成型施工工艺方法 |
CN113584980A (zh) * | 2021-07-06 | 2021-11-02 | 黄河交通学院 | 一种可重复利用装配式混凝土路面结构及其做法 |
CN117328308A (zh) * | 2023-08-31 | 2024-01-02 | 中铁四局集团第一工程有限公司 | 一种铺砌路面逆作法装配式施工方法 |
Family Cites Families (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2089025A (en) * | 1933-03-13 | 1937-08-03 | American Steel Foundries | Highway crossing |
US2137566A (en) * | 1936-02-12 | 1938-11-22 | Clare Charles | Railway crossing |
DE827502C (de) * | 1949-06-25 | 1952-01-10 | Karl Olivier | Fahrbahnbefestigung fuer schienengleiche UEberfahrten und UEberwege |
US2833480A (en) * | 1952-07-10 | 1958-05-06 | Clifford H Sandberg | Highway railroad crossing |
CH580202A5 (de) * | 1974-03-20 | 1976-09-30 | Semperit Ag | |
SE415681B (sv) * | 1977-10-07 | 1980-10-20 | A Betong Ab | Anordning vid korsning mellan veg och jernveg |
DD139434A1 (de) * | 1978-11-09 | 1980-01-02 | Dieter Marienberg | Herstellung von strassendecken in verbindung mit strassenbahnschienen |
ZA802760B (en) * | 1979-05-22 | 1981-05-27 | Railroad Friction Prod | Railroad grade crossing system |
DE3027090A1 (de) * | 1980-07-17 | 1982-02-11 | Fried. Krupp Gmbh, 4300 Essen | Auslegung von schienengleisen mit vorgefertigten stahlbetonplatten |
US4368845A (en) * | 1981-03-02 | 1983-01-18 | Park Rubber Company | Railroad crossing structure |
GB2185510A (en) * | 1986-01-20 | 1987-07-22 | Dow Mac Concrete Ltd | Railway level crossing panel |
ATE106965T1 (de) * | 1990-08-08 | 1994-06-15 | Gmundner Fertigteile Gmbh | Schienengleicher bahnübergang. |
US5181657A (en) * | 1991-05-10 | 1993-01-26 | Omni Rubber Products, Inc. | Composite rubber/concrete railroad grade crossing system |
DE4204802A1 (de) * | 1992-02-18 | 1993-09-02 | D D C Gmbh Beton Bohren U Saeg | Stabilisierte fugenverfuellung zwischen strassendecke und schiene |
DE4303190A1 (de) * | 1993-02-04 | 1994-08-11 | Leonhardt & Sohn Kg Betonwerke | Betongroßflächenplatte für die Eindeckung von Gleisanlagen |
US5535948A (en) * | 1995-07-05 | 1996-07-16 | Omni Products, Inc. | Concrete grade crossing panels having integral elastomeric seals |
US5626289A (en) * | 1995-08-25 | 1997-05-06 | Demers, Jr.; Albert P. | Precast concrete railroad crossing and method for making |
-
1994
- 1994-11-15 AT AT0210894A patent/AT404149B/de not_active IP Right Cessation
-
1995
- 1995-11-13 ES ES95935747T patent/ES2119492T3/es not_active Expired - Lifetime
- 1995-11-13 RU RU97110088A patent/RU2149235C1/ru active
- 1995-11-13 EP EP95935747A patent/EP0792398B1/de not_active Expired - Lifetime
- 1995-11-13 CN CN95196256.6A patent/CN1120264C/zh not_active Expired - Lifetime
- 1995-11-13 DE DE59502281T patent/DE59502281D1/de not_active Expired - Lifetime
- 1995-11-13 AT AT95935747T patent/ATE166407T1/de active
- 1995-11-13 AU AU37650/95A patent/AU700044B2/en not_active Expired
- 1995-11-13 JP JP51557096A patent/JP3452581B2/ja not_active Expired - Lifetime
- 1995-11-13 WO PCT/AT1995/000215 patent/WO1996015322A1/de active IP Right Grant
- 1995-11-13 US US08/836,211 patent/US5799868A/en not_active Expired - Lifetime
Non-Patent Citations (1)
Title |
---|
See references of WO9615322A1 * |
Also Published As
Publication number | Publication date |
---|---|
ATE166407T1 (de) | 1998-06-15 |
DE59502281D1 (de) | 1998-06-25 |
JP3452581B2 (ja) | 2003-09-29 |
CN1120264C (zh) | 2003-09-03 |
JPH10508669A (ja) | 1998-08-25 |
RU2149235C1 (ru) | 2000-05-20 |
AU3765095A (en) | 1996-06-06 |
WO1996015322A1 (de) | 1996-05-23 |
AT404149B (de) | 1998-08-25 |
CN1163646A (zh) | 1997-10-29 |
ES2119492T3 (es) | 1998-10-01 |
EP0792398B1 (de) | 1998-05-20 |
ATA210894A (de) | 1998-01-15 |
US5799868A (en) | 1998-09-01 |
AU700044B2 (en) | 1998-12-17 |
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