JP4786665B2 - Plane crossing railroad crossing - Google Patents

Plane crossing railroad crossing Download PDF

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JP4786665B2
JP4786665B2 JP2007553412A JP2007553412A JP4786665B2 JP 4786665 B2 JP4786665 B2 JP 4786665B2 JP 2007553412 A JP2007553412 A JP 2007553412A JP 2007553412 A JP2007553412 A JP 2007553412A JP 4786665 B2 JP4786665 B2 JP 4786665B2
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crossing
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rails
railroad crossing
railroad
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JP2008530394A (en
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ベルンハルト ノイマン、
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Gmundner Fertigteile & Co Kg GmbH
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B21/00—Track superstructure adapted for tramways in paved streets
    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B21/00—Track superstructure adapted for tramways in paved streets
    • E01B21/04—Special fastenings, joint constructions, or tie-rods

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Railway Tracks (AREA)
  • Agricultural Chemicals And Associated Chemicals (AREA)

Description

本発明は、それぞれの線路のレールを取り付ける横方向枕木を有する１本または２本以上の線路上を延びる平面交差鉄道踏切であって、車両が通行可能であり覆い部材で形成された走行面を含み、縁の所でレールに面する上記の覆い部材が、それぞれのレールのみによって支えられ、それぞれの線路の２本のレール間に配置された覆い部材が、これらのレール間に存在する空間をレールからレールへと自由保持式にまたぎ、覆い部材は、それぞれの線路のレールの外側に隣接するように設けられ、レール側の縁においてそれぞれのレールによって支えられ、このレールから離れる方向を向いた側で基台上に支えられている平面交差鉄道踏切に関する。   The present invention is a crossing railroad railroad crossing that extends on one or more railroad tracks having lateral sleepers to which rails of respective railroads are attached, and a traveling surface on which a vehicle can pass and is formed by a covering member. The covering members facing the rails at the edges are supported only by the respective rails, and the covering members arranged between the two rails of the respective tracks provide a space existing between these rails. The cover member is provided so as to be freely held from rail to rail, and the covering member is provided so as to be adjacent to the outside of the rail of each track, and is supported by each rail at an edge on the rail side and faces away from the rail. It relates to a crossing railroad crossing that is supported on the base on the side.

覆い部材の支持体の特殊な構成によって、上述の種類の鉄道踏切において、覆い板がレールの保持構造に直接影響を与えず、線路の弾性挙動に対する覆い部材の悪影響が大いに解消される。したがって、特に、弾性線路基礎として働く砂利道床に対する悪影響が解消され、このように、このような鉄道踏切の領域内で線路が鉄道踏切の外側に配置された線路部分の所で支配的な弾性とは異なる弾性を有することも解消される。   Due to the special configuration of the covering member support, in the railway crossings of the type described above, the covering plate does not directly affect the rail holding structure, and the adverse effect of the covering member on the elastic behavior of the track is largely eliminated. Thus, in particular, the adverse effect on the gravel roadbed that serves as the foundation for the elastic railroad is eliminated, and in this way, the dominant elasticity and the dominant elasticity at the part of the railroad crossing that is located outside the railroad crossing in this area. Having different elasticity is also eliminated.

制動動作および加速動作時と操舵運動時には、道路車両は、鉄道踏切の領域において車両が上方を走行する覆い部材に大きな力を及ぼし、この力は、道路車両によってかけられる荷重と組み合わされ、かつ覆い部材の死重と組み合わされて、線路のレールに伝達される。これによって、レールは、垂直方向と水平方向の両方にかなりの曲げ応力を受ける。レールの方向に対して水平方向および横方向に作用する力は、線路を水平方向にずらそうとするが、このような力は、一方では枕木と道床との間の摩擦力による反作用を受け、他方ではレールの曲げ応力による反作用を受ける。   During braking and acceleration operations and during steering operations, road vehicles exert a large force on the cover member over which the vehicle travels in the area of railroad crossings, and this force is combined with the load applied by the road vehicle and covers it. Combined with the dead weight of the member, it is transmitted to the rail of the track. This causes the rail to experience significant bending stress both in the vertical and horizontal directions. The forces acting in the horizontal and lateral directions with respect to the direction of the rails try to shift the track horizontally, but on the other hand these forces are counteracted by the frictional force between the sleepers and the roadbed, On the other hand, it receives a reaction due to the bending stress of the rail.

本発明の目的は、簡素な構成を有し、多数の位置に問題なく建設することができ、線路の位置の良好な安定性と、できるだけ弱いレールの曲げ応力とを実現することのできる、冒頭に定義された種類の平面交差鉄道踏切を提供することである。   The object of the present invention is to have a simple configuration, can be constructed without any problems in a large number of positions, can realize a good stability of the position of the track and the bending stress of the rail as weak as possible. Is to provide the kind of plane crossing railroad crossing defined.

本発明によって構成された、冒頭に定義された種類の平面交差鉄道踏切は、鉄道踏切の領域に設けられた覆い部材がレールに面する覆い部材の縁を介して支えられている、１または複数の線路のレールが、鉄道踏切の領域において、レールの下方をレールに沿って延びる支持梁に取り付けられかつ固定され、それぞれの線路の２本のレールに連結された支持梁は、横方向ウェブによって相互に連結され、支持梁は道床上に載せられ、鉄道踏切の領域の外側でのみレールが、横方向枕木上に取り付けられていることを特徴とする。   A plane crossing railroad crossing of the kind defined at the beginning constructed according to the invention has one or more covering members provided in the area of the railroad crossing supported via the edge of the covering member facing the rail The rails of the railroad tracks are attached and fixed to the supporting beams extending along the rails below the rails in the railroad crossing region, and the supporting beams connected to the two rails of each railing are Connected to each other, the support beams are placed on the roadbed, and the rails are mounted on the lateral sleepers only outside the railroad crossing area.

この構成によって、前述の目的を十分に満たすことができる。レールが取り付けられた支持梁は、覆い部材によってレールに伝達される力によって生じる曲げ荷重の大部分に対処することができ、支持梁によって、このような力は、線路の比較的細長い部分上に分散された道床に伝達される。このことが、支持梁に固有の剛性と組み合わされ、線路の位置の非常に良好な安定性をもたらす。線路の領域に自由保持式でまたがる覆い部材がレールによって支えられ、かつ各レールが道床上に配置された長手方向に延びる支持梁に取り付けられかつ固定されることによる複合効果もかなり重要である。覆い部材を取り外した後、この道床に対する保守作業を簡単に行うことができるように、支持梁が載せられた道床に適切に手を届かせることもできる。線路の２本のレールに連結された支持梁同士を横方向ウェブによって接続することにより、本発明によって構成された鉄道踏切を設けるときに行われる建設工事が容易になり、鉄道踏切の領域における線路の軌間の安定性が簡単に確保される。さらにこのような横方向ウェブは、鉄道踏切を車両が通過するときに力伝達のかなりの部分が線路の一方のレールから線路の他方のレールへと変化する場合であっても、覆い部材から線路に伝達される力の大部分が常に両方の支持梁によって道床に伝達されるようにする効果も有し、横方向ウェブによって行われる道床への力伝達のこのような等化は、鉄道踏切の領域において線路の位置を安定化させるのを助ける。   With this configuration, the above-described purpose can be sufficiently satisfied. The support beam to which the rail is attached can cope with most of the bending load caused by the force transmitted to the rail by the covering member, and such a force is applied to the relatively elongated part of the track. It is transmitted to the distributed way bed. This, combined with the inherent stiffness of the support beam, provides very good stability of the track position. The combined effect is also significant, with the cover members spanning the area of the track in a free-standing manner supported by the rails, and each rail being attached and secured to a longitudinally extending support beam located on the roadbed. After removing the covering member, it is also possible to appropriately reach the roadbed on which the support beam is placed so that maintenance work on the roadbed can be easily performed. By connecting the supporting beams connected to the two rails of the track by a lateral web, the construction work performed when providing the railroad crossing constructed according to the present invention is facilitated, and the railroad in the region of the railroad crossing The stability of the gauge is easily ensured. In addition, such a transverse web can be used when the vehicle passes through a railroad crossing, even if a significant portion of the force transmission changes from one rail of the track to the other rail of the track. This also has the effect of ensuring that the majority of the force transmitted to the road is always transmitted to the roadbed by both support beams, and this equalization of the force transmission to the roadbed performed by the transverse web is Helps stabilize the position of the track in the region.

支持梁を砂利の道床上に取り付けることが好ましい。この構成は、鉄道踏切の領域における線路の弾性挙動を、横方向枕木に組み付けられた線路区間の弾性挙動に適応させる上で好ましい。これに関し、線路の弾性挙動は、車両の動的駆動特性に対してかなりの影響を有すると言える。例えば、路盤上に載せられた支持梁によって他の構成の道床を設けることもでき、この路盤を薄い砂利層などによってならすこともできる。さらに、支持梁がその底部側に圧力変形可能な層を備える場合、本発明によって構成される鉄道踏切の有利な実施態様が得られる。これによって、支持梁が道床上に適切にしっかりと配置され、道床の公差が平準化され、さらに、道床に対する支持梁のずれに対する抵抗も改善される。この実施態様の適切なさらなる改良は、支持梁の底部側に備えられた圧力変形可能な層が圧力弾性層であることを特徴とする。これによって、道床上の支持梁の座りがさらに改善され、車両が鉄道踏切の領域上を通過することによって生じる衝撃音の減衰も実現され、圧力弾性層によって、道床の不規則な沈下を自動的にならすこともできる。この点に関する有利な一実施態様は、圧力弾性層がエラストマで形成されることを特徴とする。   The support beam is preferably mounted on a gravel roadbed. This configuration is preferable in order to adapt the elastic behavior of the track in the railroad crossing area to the elastic behavior of the track section assembled in the lateral sleepers. In this regard, it can be said that the elastic behavior of the track has a considerable influence on the dynamic drive characteristics of the vehicle. For example, a roadbed having another configuration can be provided by a support beam placed on the roadbed, and the roadbed can be leveled by a thin gravel layer. Furthermore, an advantageous embodiment of a railroad crossing constructed according to the invention is obtained when the support beam comprises a pressure-deformable layer on its bottom side. This places the support beam properly and securely on the road bed, leveling the tolerance of the road bed, and improving resistance to displacement of the support beam relative to the road bed. A suitable further improvement of this embodiment is characterized in that the pressure deformable layer provided on the bottom side of the support beam is a pressure elastic layer. This further improves the sitting of the support beam on the roadbed, also attenuates the impact noise caused by the vehicle passing over the railroad crossing area, and the pressure elastic layer automatically compensates for irregular settlement of the roadbed. You can also fake. One advantageous embodiment in this regard is characterized in that the pressure elastic layer is formed of an elastomer.

支持梁がその底部側に圧力変形可能な層を備える、本発明による鉄道踏切の有利な実施態様は、圧力変形可能な層が発泡性であることを特徴とする。このように、圧力変形可能な層は、比較的少ない材料費で支持梁の底部側に形成することができ、この層は、道床にぴったりと嵌り、道床の公差に関する良好な等化特性と、衝撃音に対する良好な減衰特性とを有する。   An advantageous embodiment of the railroad crossing according to the invention, in which the support beam comprises a pressure-deformable layer on its bottom side, is characterized in that the pressure-deformable layer is foamable. In this way, a pressure-deformable layer can be formed on the bottom side of the support beam with relatively low material costs, this layer fits snugly on the road bed and has good equalization properties with respect to the road bed tolerance, It has good damping characteristics against impact sound.

さらに、支持梁が、レール長手方向から見たときに、レール長手方向に横方向に延びる走行面の縁を越えた位置まで延びる場合、さらに有利である。かくして、線路特性に関し、特に線路の動的特性に関して、鉄道踏切の外側に配置された線路区間との滑らかな連結を容易に行うことができる。   Furthermore, it is further advantageous if the support beam extends to a position beyond the edge of the running surface extending laterally in the rail longitudinal direction when viewed from the rail longitudinal direction. Thus, smooth connection with the track section arranged outside the railroad crossing can be easily performed with respect to the track characteristics, particularly with respect to the dynamic characteristics of the track.

それぞれの線路の個々のレールの下方に配置される支持梁を、レール長手方向に連続的に配置され相互に連結されたいくつかの支持梁部分によって形成できる場合、さらに適切である。このことは、鉄道踏切に設けられる支持梁の輸送に関する利点と、鉄道踏切を建設する際のこれらの支持梁の取り扱いに関する利点とを有し、さらに、連続的に配置され相互に連結された支持梁部分を連結することによって、それぞれの支持梁部分の、そこに引き続く支持梁部分に遷移する部位において、支持梁部分相互の移動によって生じる応力から、レールが保護される点で有利である。   It is further appropriate if the supporting beams arranged below the individual rails of the respective tracks can be formed by several supporting beam parts arranged continuously in the longitudinal direction of the rail and interconnected. This has the advantage of transporting the supporting beams at the railroad crossing, and the advantage of handling these support beams when constructing the railroad crossing, and also the support arranged continuously and interconnected. By connecting the beam portions, it is advantageous in that the rails are protected from the stress caused by the movement of the support beam portions at the portions of the respective support beam portions that transition to the subsequent support beam portions.

以下に、図面に概略的に示されている例示的な実施形態を参照して、本発明を詳しく説明する。   In the following, the invention will be described in detail with reference to exemplary embodiments schematically shown in the drawings.

図１及び図２に示されている鉄道踏切は、線路２を横切り、覆い部材６，７で形成された走行面４を有している。線路の両側において、走行面４に引き続いて道路面５が配置されている。覆い部材６は、線路２のレール１０，１１間に配置され、覆い部材７は、線路のレール１０，１１の外側に隣接するように配置されている。覆い部材６，７は、レール１０，１１に面するその縁８，９の所で、レール１０，１１と覆い部材６，７との間にエラストマ部８ａ，９ａが挿入されて、線路２のレール１０，１１のみに支えられている。線路２のレール１０，１１間に配置された覆い部材６は、レール１０，１１間に存在する空間１２をレールからレールへと自由保持式にまたぎ、レール１０，１１の外側に隣接する覆い部材７は、挿入されたエラストマ部９ａを介してそのレール側の縁９によってそれぞれのレール１０，１１に支えられ、そのそれぞれのレースから離れる方向を向いた側１３によって基台１４に支えられている。   The railroad crossing shown in FIGS. 1 and 2 has a running surface 4 that is formed by covering members 6 and 7 across the track 2. On both sides of the track, a road surface 5 is arranged following the running surface 4. The covering member 6 is disposed between the rails 10 and 11 of the track 2, and the covering member 7 is disposed so as to be adjacent to the outside of the rails 10 and 11 of the track. The covering members 6, 7 are inserted at the edges 8, 9 facing the rails 10, 11 between the rails 10, 11 and the covering members 6, 7. It is supported only by the rails 10 and 11. The covering member 6 disposed between the rails 10 and 11 of the track 2 straddles the space 12 existing between the rails 10 and 11 in a free holding manner from the rail to the rail, and is adjacent to the outside of the rails 10 and 11. 7 is supported on the rails 10 and 11 by the rail-side edge 9 via the inserted elastomer part 9a, and is supported on the base 14 by the side 13 facing away from the respective race. .

鉄道踏切１の領域において、線路２のレール１０，１１は、レール１０，１１に沿って延びるようにレール１０，１１の下方に配置された支持梁１５，１６上に取り付けられている。レール１０，１１は、レール固定部材１７によって支持梁１５、１６に連結されている。線路の２本のレール１０，１１に接続された支持梁１５，１６は、横方向ウェブ１８によって相互に連結されており、かつ支持梁１５，１６は、この例示的な実施形態では砂利道床１９である道床上に据えられている。鉄道踏切１の領域の外側で、線路２のレール１０，１１は、砂利道床２１上に敷設された横方向枕木２０上に取り付けられている。   In the railroad crossing 1 region, the rails 10 and 11 of the track 2 are mounted on support beams 15 and 16 disposed below the rails 10 and 11 so as to extend along the rails 10 and 11. The rails 10 and 11 are connected to support beams 15 and 16 by a rail fixing member 17. The support beams 15, 16 connected to the two rails 10, 11 of the track are connected to each other by a transverse web 18, and the support beams 15, 16 are in this exemplary embodiment a gravel road bed 19. It is placed on the roadbed. Outside the railway railroad crossing 1, the rails 10 and 11 of the track 2 are mounted on a horizontal sleeper 20 laid on a gravel road floor 21.

支持梁１５，１６は、走行面４の横方向の縁２２の所で終わってよい。しかし、荷重分布を改善し、一方では鉄道踏切１の領域における線路の動的特性、他方では上記の鉄道踏切に引き続くの線路区間の領域における線路の動的特性を一様化することができるように、レール長手方向２３から見たときに、支持梁１５，１６が、図１に示されているように、レール長手方向に対して横方向に延びる走行面４の横方向の縁２２を越えた位置まで延びるのが適切である。   The support beams 15, 16 may end at the lateral edges 22 of the running surface 4. However, the load distribution can be improved, and on the one hand, the dynamic characteristics of the track in the area of the railroad crossing 1 and on the other hand the dynamic characteristics of the track in the area of the track section following the railroad crossing can be made uniform. Furthermore, when viewed from the rail longitudinal direction 23, the support beams 15, 16 cross the lateral edge 22 of the running surface 4 extending transversely to the rail longitudinal direction as shown in FIG. It is appropriate to extend to a different position.

図３に示されている実施形態では、レール１０，１１の下方を延びる支持梁１５，１６は、その上部側が砂利層２５によってならされ安定化された路盤２４上に取り付けられている。   In the embodiment shown in FIG. 3, the support beams 15, 16 extending below the rails 10, 11 are mounted on a roadbed 24 that is stabilized on its upper side by a gravel layer 25.

図４に示されている実施形態では、レール１０，１１の下方に配置された支持梁１５，１６は、砂利道床１９の形で実現される道床上に据えられる圧力変形可能な層２７を、その底部側２６に備えている。層２７が変形可能であるため、この層は、砂利道床１９の不規則な上部側にぴったりと嵌り、このようにして、砂利道床１９への支持梁１５，１６の特に良好な密着が達成され、それによって支持梁１５、１６の望ましくない横方向へのずれが防止され、さらに、砂利道床１９の上部側の形状公差の等化が達成される。圧力変形可能な層２７は、例えば、１ｃｍ以上の厚さを有してよい。大抵の場合、圧力変形可能な層２７が圧力弾性層であると有利であり、エラストマによってそのような圧力弾性層を形成するのが適切である。材料費および建設作業をほぼ不要にするには、圧力変形可能な層２７が発泡性の層であるのが適切であり、そのような実施形態は、支持梁１５，１６をそれぞれ道床または砂利道床１９に適切に密着させ、さらに、鉄道踏切上を走行するときに形成される衝撃音を適切に減衰させるのにも適している。   In the embodiment shown in FIG. 4, the support beams 15, 16 arranged below the rails 10, 11 carry a pressure-deformable layer 27 laid on the road bed realized in the form of a gravel road bed 19. The bottom side 26 is provided. Since the layer 27 is deformable, this layer fits snugly on the irregular upper side of the gravel road bed 19, and in this way a particularly good adhesion of the support beams 15, 16 to the gravel road bed 19 is achieved. This prevents unwanted lateral displacement of the support beams 15, 16 and, in addition, equalization of the shape tolerances on the upper side of the gravel road bed 19 is achieved. The pressure-deformable layer 27 may have a thickness of 1 cm or more, for example. In most cases, it is advantageous for the pressure-deformable layer 27 to be a pressure-elastic layer, and it is appropriate to form such a pressure-elastic layer by means of an elastomer. To substantially eliminate material costs and construction work, it is appropriate that the pressure-deformable layer 27 is a foamable layer, and such embodiments provide support beams 15 and 16 for the roadbed or gravel roadbed, respectively. It is also suitable for properly adhering to 19 and attenuating the impact sound formed when traveling on railroad crossings.

図５に示されている鉄道踏切は、互いに並んで延びる２本の線路２，３を横切って延びている。この鉄道踏切１の走行面４は覆い部材６，７によって形成され、覆い部材６は、線路２のレール１０，１１の間と、線路３のレール１０，１１の間に配置され、これらのレール１０，１１のみによって支えられ、これらの線路のそれぞれにおいてレール１０，１１間に存在する空間をレールからレールへと自由保持式にまたぐ。覆い部材７は、線路２，３のレールの外側に隣接するように配置され、覆い部材７のレール１０，１１に面した縁９によって、覆い部材７はこれらのレール１０，１１によって支えられ、覆い部材７のそれぞれのレール１０，１１から離れる方向を向いた側１３によって、覆い部材７は基台１４上に支えられている。鉄道踏切１の領域の外側で、砂利道床２１上に据えられた横方向枕木２０上に、線路２，３のレール１０，１１が取り付けられている。鉄道踏切１の領域で、個々のレール１０，１１の下方に配置された支持梁は、レール長手方向２３に連続的に配置され相互連結されたいくつかの支持梁部分１５ａ，１５ｂ，１６ａ，１６ｂによって形成されている。一方では支持梁部分１５ａ，１５ｂ、他方では支持梁部分１６ａ，１６ｂの連結は、覆い部材の分解図によって見ることのできる継ぎ目板２８によって行われる。図１及び図２による実施形態と同様に、このように形成された支持梁は、長手方向２３から見たときに、走行面４の縁２２を越えた位置まで延びている。図１及び２による例と同様に、この場合も、支持梁部分１５ａ，１５ｂ，１６ａ，１６ｂによって形成される支持梁は、砂利道床１９の上に据えられ、横方向枕木２０は、砂利道床２１の上に植えられている。しかし、必要に応じて、この例でも、一方では支持梁、他方では横方向枕木を保持する異なる基礎、例えば路盤などを選択することができる。   The railroad crossing shown in FIG. 5 extends across two tracks 2 and 3 extending side by side. The traveling surface 4 of the railroad crossing 1 is formed by covering members 6 and 7. The covering member 6 is disposed between the rails 10 and 11 of the track 2 and between the rails 10 and 11 of the track 3. 10 and 11 are supported only, and the space existing between the rails 10 and 11 in each of these lines spans from rail to rail in a free-holding manner. The covering member 7 is arranged so as to be adjacent to the outside of the rails of the lines 2 and 3, and the covering member 7 is supported by these rails 10 and 11 by the edge 9 facing the rails 10 and 11 of the covering member 7. The covering member 7 is supported on the base 14 by the side 13 facing away from the rails 10, 11 of the covering member 7. The rails 10 and 11 of the tracks 2 and 3 are attached to the lateral sleepers 20 placed on the gravel road floor 21 outside the area of the railroad crossing 1. In the region of the railroad crossing 1, the support beams arranged below the individual rails 10, 11 are several support beam portions 15 a, 15 b, 16 a, 16 b continuously arranged and interconnected in the rail longitudinal direction 23. Is formed by. The connection of the support beam portions 15a, 15b on the one hand and the support beam portions 16a, 16b on the other hand is effected by a seam plate 28 which can be seen in an exploded view of the covering member. Similar to the embodiment according to FIGS. 1 and 2, the support beam thus formed extends to a position beyond the edge 22 of the running surface 4 when viewed from the longitudinal direction 23. Similar to the example according to FIGS. 1 and 2, in this case too, the support beams formed by the support beam portions 15a, 15b, 16a, 16b are placed on the gravel road floor 19 and the lateral sleepers 20 are connected to the gravel road bed 21. It is planted on the top. However, if necessary, it is also possible in this example to select different foundations, for example roadbeds, which hold on the one hand support beams and on the other hand transverse sleepers.

線路を横切る本発明の例示的な実施形態を構成する鉄道踏切の一部を含む、この線路の上面図である。1 is a top view of this railroad including a portion of a railroad crossing that constitutes an exemplary embodiment of the invention across the railroad. 鉄道踏切のこの実施形態を示す、図１の線II−IIによる断面図である。FIG. 2 is a cross-sectional view taken along line II-II in FIG. 1 showing this embodiment of a railroad crossing. 本発明によって構成された鉄道踏切の修正実施形態を示す、図２に対応する断面図である。It is sectional drawing corresponding to FIG. 2 which shows the correction embodiment of the railroad crossing comprised by this invention. 本発明によって構成された鉄道踏切の修正実施形態を示す、図２に対応する断面図である。It is sectional drawing corresponding to FIG. 2 which shows the correction embodiment of the railroad crossing comprised by this invention. 支持梁に関して修正され、かつ２本の線路上を延びる、本発明によって構成された鉄道踏切の一実施形態の上面図である。1 is a top view of one embodiment of a railroad crossing constructed in accordance with the present invention that is modified with respect to support beams and extends over two tracks. FIG.

Claims (7)

それぞれの線路(2,3)のレールを取り付ける横方向枕木(20)を有する１または２以上の線路(2,3)上を延びる平面交差鉄道踏切であって、車両が通行可能であり覆い部材(6,7)で形成された走行面を含み、縁(8,9)の所で前記レールに面する前記覆い部材が、それぞれのレール(10,11)のみに支えられ、それぞれの線路の２本のレール間に配置された覆い部材(6)が、これらのレール(10,11)間に存在する空間(12)をレールからレールへと自由保持式にまたぎ、覆い部材(7)は、それぞれの線路(2,3)の前記レール(10,11)の外側に隣接するように設けられ、前記覆い部材(7)は、そのレール側の縁(9)において前記それぞれのレール(10,11)に支えられ、このレールから離れる方向を向いた側(13)で基台(14)に支えられている、平面交差鉄道踏切において、
前記鉄道踏切の領域に設けられた前記覆い部材が前記レールに面する前記覆い部材の縁を介して支えられている、前記１または複数の線路(2,3)の前記レール(10,11)が、前記鉄道踏切(1)の前記領域において、前記レール(10,11)の下方を前記レール(10,11)に沿って延びる支持梁(15,16;15a,15b,16a,16b)に取り付けられかつ固定され、
前記それぞれの線路(2,3)の前記２本のレール(10,11)に連結された前記支持梁は、横方向ウェブ(18)によって相互に連結され、前記支持梁は道床(19)上に載せられ、前記鉄道踏切(1)の前記領域の外側でのみ前記レールは、前記横方向枕木(20)上に取り付けられ、
前記支持梁(15,16;15a,15b,16a,16b)は、その底部側に圧力変形可能な層を備えることを特徴とする平面交差鉄道踏切。A crossing railroad railroad crossing that extends over one or more tracks (2,3) with lateral sleepers (20) to which the rails of each track (2,3) are attached, and is a covering member that can pass vehicles. (6, 7) including the running surface, the cover member facing the rail at the edge (8, 9) is supported only by the rail (10, 11), The covering member (6) arranged between the two rails straddles the space (12) existing between these rails (10, 11) in a free-holding manner from rail to rail, and the covering member (7) Each of the rails (2, 3) is provided adjacent to the outside of the rails (10, 11), and the covering member (7) is provided on each rail (10) at an edge (9) on the rail side. , 11) and at the crossing railroad crossing supported by the base (14) on the side (13) facing away from this rail,
The rail (10, 11) of the one or more tracks (2, 3), wherein the covering member provided in the railroad crossing region is supported via an edge of the covering member facing the rail. However, in the region of the railroad crossing (1), the support beam (15, 16; 15a, 15b, 16a, 16b) extends along the rail (10, 11) below the rail (10, 11). Attached and fixed,
The support beams connected to the two rails (10, 11) of the respective tracks (2, 3) are connected to each other by a lateral web (18), and the support beams are on the road bed (19). The rail is mounted on the transverse sleepers (20) only outside the area of the railroad crossing (1) ,
The crossing railroad crossing characterized in that the support beams (15, 16; 15a, 15b, 16a, 16b) are provided with a pressure-deformable layer on the bottom side thereof . 前記支持梁(15,16;15a,15b,16a,16b)は砂利道床(19)に取り付けられていることを特徴とする、請求項１に記載の平面交差鉄道踏切。  The crossing railroad crossing according to claim 1, characterized in that the support beams (15, 16; 15a, 15b, 16a, 16b) are attached to a gravel roadbed (19). 前記支持梁(15,16;15a,15b,16a,16b)がその底部側に備える前記圧力変形可能な層(27)が圧力弾性層であることを特徴とする、請求項１または２に記載の平面交差鉄道踏切。Said support beam; characterized in that (15, 16 15a, 15b, 16a, 16b) of said pressure deformable layer provided on its bottom side (27) is a pressure elastic layer, according to claim 1 or 2 Level crossing railway crossing. 前記圧力変形可能な圧力弾性層はエラストマで形成されていることを特徴とする、請求項３に記載の平面交差鉄道踏切。The crossing railroad crossing according to claim 3 , wherein the pressure-deformable pressure elastic layer is formed of an elastomer. 前記圧力変形可能な層は発泡性であることを特徴とする、請求項１乃至４のいずれか１項に記載の平面交差鉄道踏切。Characterized in that said pressure deformable layer is foamed, the plane intersecting railroad crossing according to any one of claims 1 to 4. 前記支持梁(15,16;15a,15b,16a,16b)は、前記レール長手方向から見たときに、前記レール長手方向に横方向に延びる前記走行面(4)の前記縁(22)を越えた位置まで延びることを特徴とする、請求項１乃至５のいずれか１項に記載の平面交差鉄道踏切。The support beams (15, 16; 15a, 15b, 16a, 16b), when viewed from the rail longitudinal direction, the edge (22) of the running surface (4) extending laterally in the rail longitudinal direction. The level crossing railroad crossing according to any one of claims 1 to 5 , wherein the railroad railroad crossing extends to a position beyond the level crossing. 前記それぞれの線路(2,3)の前記個々のレール(10,11)の下方に配置される前記支持梁は、前記レール長手方向(23)に連続的に配置され相互に連結されたいくつかの支持梁部分(15a,15b,16a,16b)によって形成されていることを特徴とする、請求項１乃至６のいずれか１項に記載の平面交差鉄道踏切。The supporting beams arranged below the individual rails (10, 11) of the respective lines (2, 3) are arranged continuously in the rail longitudinal direction (23) and connected to each other. The crossing railroad crossing according to any one of claims 1 to 6 , wherein the railroad crossing is formed by support beam portions (15a, 15b, 16a, 16b).
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Publication number Priority date Publication date Assignee Title
FR2901814B1 (en) * 2006-06-01 2012-10-12 Sateba Systeme Vagneux ASSEMBLY FOR LEVEL CROSSING
CN104746391B (en) * 2013-12-31 2017-05-10 刘尚举 Longitudinal and transverse combination sleeper
DE102014113295B3 (en) 2014-09-16 2016-02-11 Railbeton Haas Kg Level crossing surfacing system
DE102017111298A1 (en) * 2017-05-23 2018-11-29 Dätwyler Sealing Technologies Deutschland Gmbh Rail arrangement for rail vehicles with flange wheels
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61270401A (en) * 1985-05-25 1986-11-29 新日本製鐵株式会社 Track structure
JP2004521209A (en) * 2001-05-09 2004-07-15 グミュンドネル ファーチクタイル ゲゼルシャフト ミット ベシュレンクテル ハフトング ウント ツェーオー． カーゲー． Track covering material
JP2004324245A (en) * 2003-04-25 2004-11-18 Odakyu Dentetsu Kk Floating ladder sleeper, floating ladder track, and laying method therefor
JP2005002781A (en) * 2003-05-19 2005-01-06 Railway Technical Res Inst Rolling stock track using ladder type sleeper, its construction method and sleeper regulating tool used therefor

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3056555A (en) * 1960-08-23 1962-10-02 Jacob A Eisses Grade crossing
AT227289B (en) * 1961-01-20 1963-05-10 Meteoor Nv Betonfabriek Track storage on block sleepers
JP2902782B2 (en) * 1990-08-08 1999-06-07 グムントナー フェアティヒタイレ ゲゼルシャフト エム．ベー．ハー．ウント ツェーオー．カーゲー Level crossing
AT404266B (en) * 1995-10-03 1998-10-27 Gmundner Fertigteile Gmbh RAILWAY RAILWAYS
DE10138869A1 (en) * 2001-08-08 2003-02-20 Kraiburg Elastik Level/grade crossing, at the tracks of a railway permanent way, has aluminum crossing plates positioned at the rails, with elastic supports and non-slip surfaces
JP3959368B2 (en) * 2003-05-15 2007-08-15 清田軌道工業株式会社 Level crossing pavement structure
AT500911B1 (en) * 2004-06-22 2006-10-15 Gmundner Fertigteile Gmbh HEAD OF EMERGING TRACK

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61270401A (en) * 1985-05-25 1986-11-29 新日本製鐵株式会社 Track structure
JP2004521209A (en) * 2001-05-09 2004-07-15 グミュンドネル ファーチクタイル ゲゼルシャフト ミット ベシュレンクテル ハフトング ウント ツェーオー． カーゲー． Track covering material
JP2004324245A (en) * 2003-04-25 2004-11-18 Odakyu Dentetsu Kk Floating ladder sleeper, floating ladder track, and laying method therefor
JP2005002781A (en) * 2003-05-19 2005-01-06 Railway Technical Res Inst Rolling stock track using ladder type sleeper, its construction method and sleeper regulating tool used therefor

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