JP2008542595A - Fixed track for rail vehicles - Google Patents

Fixed track for rail vehicles Download PDF

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JP2008542595A
JP2008542595A JP2008515039A JP2008515039A JP2008542595A JP 2008542595 A JP2008542595 A JP 2008542595A JP 2008515039 A JP2008515039 A JP 2008515039A JP 2008515039 A JP2008515039 A JP 2008515039A JP 2008542595 A JP2008542595 A JP 2008542595A
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concrete
fixed
fixed road
sleeper
road
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フロイデンスタイン ステファン
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Rail One GmbH
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Rail One GmbH
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/12Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00General structure of permanent way
    • E01B2/003Arrangement of tracks on bridges or in tunnels
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00Characteristics of the track and its foundations
    • E01B2204/09Ballastless systems

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Railway Tracks (AREA)
  • Toys (AREA)
  • Road Paving Structures (AREA)

Abstract

コンクリート構造またはコンクリート合成構造の土木建築物により支えられ、まくらぎに固定されるレールを備える軌道車両用固定車道において、まくらぎ(6)は土木建築物の構築コンクリート(16)または保護コンクリート層(10)に埋め込まれ、コンクリート打設されるか、または構築コンクリート(16)または保護コンクリート層(10)の上に直に置かれる固定車道。In a fixed road for rail vehicles, which is supported by a civil structure with a concrete structure or a concrete structure and is fixed to the sleeper, the sleeper (6) is a construction concrete (16) or a protective concrete layer ( Fixed roadway embedded in 10) and cast in concrete, or placed directly on constructed concrete (16) or protective concrete layer (10).

Description

本発明はコンクリート構造またはコンクリート合成構造の土木建築物により支えられ、まくらぎに固定されるレールを備える軌道車両用固定車道に関する。   The present invention relates to a fixed roadway for a track vehicle that includes a rail that is supported by a civil structure of a concrete structure or a concrete composite structure and that is fixed to a sleeper.

DE19723587A1DE19723587A1

橋梁などの土木建築物に敷設される固定車道の建設は従来から比較的多大な工費を必要とする。固定車道の建築設計の法規は、まくらぎが上部構造板に設けられることを要請している。この上部構造板は水平力を伝達するための隆起板の上に置かれる。この隆起板はさらに保護コンクリート板の上に設けられる。この保護コンクリート板の少なくとも片側は、固定車道からの横方向力を橋梁支持体に伝達するために、橋梁構造物の縁側つばに端面を接している。さらに、法規は、保護コンクリート板の下には絶縁層が存在することを要求している。このような橋梁の固定車道にはさまざまな層が介在することにより、固定車道の全体の厚みは80cmまたはそれ以上となることがあり、そのため、そのような固定車道は面倒な建設作業を必要とし、建設コストは比較的大きくなる。   The construction of a fixed roadway laid on a civil engineering building such as a bridge conventionally requires a relatively large amount of work. The legislation on architectural design of fixed roads requires sleepers to be provided on the superstructure. This superstructure board is placed on a raised board for transmitting horizontal forces. This raised plate is further provided on the protective concrete plate. At least one side of the protective concrete plate is in contact with the edge of the brim of the bridge structure in order to transmit the lateral force from the fixed roadway to the bridge support. Furthermore, the legislation requires that an insulating layer be present under the protective concrete board. Due to the presence of various layers on the fixed road of such a bridge, the total thickness of the fixed road may be 80 cm or more. Therefore, such a fixed road requires troublesome construction work. The construction cost will be relatively high.

すでに特許文献1では、貫通型の支持リブまたは一列に配列される個々の隆起体にまくらぎが設けられるような様態の固定車道から成る橋梁などの土木建築物が提案されている。その建設にあたっては、まず、橋梁土木建築物の床板が製造され、次いでの上に第2の固定車道用床板がコンクリート打設される。これとは別の作業工程において、上の床板に支持リブまたは隆起体がコンクリート打設される。これらの支持リブまたは隆起体にレールのためのまくらぎが固定される。この構造により一定の簡易化を実現できるが、こうした土木建築物は現場で連続作業により建設しなければならない以上、多大な工費が必要となることには変わりは無い。   Patent Document 1 has already proposed a civil engineering building such as a bridge made of a fixed roadway in which a sleeper is provided on a penetrating support rib or individual ridges arranged in a row. In the construction, first, a floor board of a bridge civil engineering building is manufactured, and then a second fixed road floor board is placed on the concrete. In a separate work process, support ribs or ridges are placed on the upper floorboard. The sleepers for the rails are fixed to these support ribs or ridges. This structure can achieve a certain simplification, but such civil engineering buildings will still require a great deal of construction cost, as long as they must be constructed on site.

よって、本発明の課題は、建設の手順が簡単であり、工費を節減できるような、冒頭に述べた様態の軌道車両用固定車道を提案することにある。   SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to propose a fixed road for a track vehicle in the manner described at the beginning so that the construction procedure is simple and the construction cost can be reduced.

この課題を解決するために、本発明は、冒頭に述べた様態の固定車道において、まくらぎは土木建築物の構築コンクリートまたは保護コンクリート層に埋め込まれ、コンクリート打設されるか、または構築コンクリートまたは保護コンクリート層の上に直に置かれることを提案する。   In order to solve this problem, according to the present invention, a sleeper is embedded in a construction concrete or a protective concrete layer of a civil engineering building and is cast in concrete, or is constructed concrete or It is proposed to be placed directly on the protective concrete layer.

本発明により、まくらぎが鋳込まれた固定車道は、土木建築物の建設と同時進行で建設される。公知の固定車道とは異なり、車道床板を後からの設置する工程は省かれるので、材料も減り、工費も節減される。   According to the present invention, the fixed roadway in which sleepers are cast is constructed simultaneously with the construction of the civil engineering building. Unlike the known fixed roadway, the process of installing the roadway floor plate later is omitted, so the material is reduced and the construction cost is also reduced.

本発明においては、土木建築物の構築コンクリートまたは土木建築物に存在する保護コンクリート層は同時に車道床板として機能しうるという認識が根底にある。まくらぎは構築コンクリートまたは保護コンクリート層の上に配置することもできる。そのようにすれば、構築コンクリートないしは保護コンクリート層は固定車道の車道床板に求められるあらゆる構造上の要件を満たすことになる。従って、別の車道床板または上部構造板ないしは別の作業工程は省くことができるので、本発明の構造は特に簡単に構築され、材料消費の節減をもたらす。   In the present invention, the underlying recognition is that the construction concrete of civil engineering buildings or the protective concrete layer present in civil engineering buildings can simultaneously function as roadway floor boards. The sleepers can also be placed on a layer of construction concrete or protective concrete. In that way, the constructed concrete or protective concrete layer will meet all the structural requirements for a fixed roadway deck. Thus, the structure of the present invention is particularly simple to build and results in savings in material consumption, since another roadway floor or superstructure board or another work step can be omitted.

本発明の固定車道のまくらぎはモノブロックまたはマルチブロックのまくらぎとすることが特に優先される。本発明の固定車道に使われるまくらぎの大半はこれらのタイプである。まくらぎブロックは格子梁を介して互いに連結され、土木建築物の建設と同時にコンクリート打設されるので、モノリシックな固定車道が生まれる。   It is particularly preferred that the fixed road sleepers of the present invention be monoblock or multi-block sleepers. Most of the sleepers used in the fixed roadway of the present invention are of these types. The sleeper blocks are connected to each other via lattice beams, and concrete is placed at the same time as the construction of the civil engineering building, so a monolithic fixed roadway is born.

本発明の固定車道は縦方向または横方向あるいはそれら両方向の補強部材を有するように構成することができる。これらの補強部材の位置および補強鉄筋の本数は、土木建築物に従来から使われている補強部材を固定車道にも利用できるので、最適化することができる。   The fixed roadway of this invention can be comprised so that it may have a reinforcing member of the vertical direction or horizontal direction, or those both directions. The positions of these reinforcing members and the number of reinforcing bars can be optimized because the reinforcing members conventionally used in civil engineering buildings can also be used for fixed roadways.

橋梁として構築される土木建築物の場合、この橋は横方向の力を吸収するための少なくとも1つの縁側つばまたはまくらぎの側方に設けられるケーブル溝あるいはそれら両方を備える構造にすることができる。この縁側つばないしはケーブル溝を介して、車道方向の側方にはたらく力が土木建築物の支持構造体に伝達される。これにより、隆起体または支持リブのような余計な複雑な構成要素は省くことができる。この土木建築物は基盤をもつコンクリート床板とすることも可能である。   In the case of civil engineering structures constructed as bridges, the bridge can be structured with at least one edge brim and / or cable groove provided on the side of the sleeper to absorb lateral forces. The force acting in the lateral direction of the roadway is transmitted to the support structure of the civil engineering building through the edge side collar or cable groove. Thereby, extra complicated components such as ridges or support ribs can be omitted. This civil engineering building can also be a concrete floor board with a foundation.

本発明の固定車道のまくらぎは橋梁の保護コンクリート層に埋め込んでコンクリート打設されるので、この保護コンクリート層は同時に橋梁絶縁(bridge seal)層としても機能させることもできるので、橋梁甲板の追加の絶縁層を省くことができる。   Since the sleeper of the fixed roadway of the present invention is embedded in the concrete protection layer of the bridge and cast concrete, this protective concrete layer can also function as a bridge seal layer at the same time, so the addition of the bridge deck The insulating layer can be omitted.

本発明の固定車道はトンネルとして構築される土木建築物にも使用することも可能であり、それらのまくらぎはバランスコンクリートないし補償コンクリートから成る層に直に鋳込まれる。このケースでも、まくらぎ追加の、別に製作される車道床板を省けるので、トンネル穴の必要とされる内径は小さくなる。   The fixed roadway of the present invention can also be used in civil engineering buildings constructed as tunnels, and these sleepers are cast directly into a layer of balance concrete or compensation concrete. Even in this case, a separately manufactured roadway floor plate with additional sleepers can be omitted, so that the required inner diameter of the tunnel hole is reduced.

本発明のその他の利点および詳細は図面を引用しながら実施例により説明される。図面は概念図であり、以下のとおりである。
図1 橋梁構築物に装架される本発明の固定車道の遠近法図による第1実施例。
図2 まくらぎが保護コンクリート層に鋳込まれている本発明の固定車道の第2実施例。図3 保護コンクリート層を有する、図2の固定車道の一部のみの拡大裁断図。
図4 トンネル内に敷設される固定車道を有する本発明の第3の実施例。
図5 本発明の第4の実施例。
Other advantages and details of the invention are explained by way of example with reference to the drawings. The drawings are conceptual diagrams and are as follows.
FIG. 1 is a first embodiment of a perspective view of a fixed roadway of the present invention mounted on a bridge structure.
FIG. 2 A second embodiment of the fixed roadway of the present invention in which sleepers are cast into a protective concrete layer. 3 is an enlarged cutaway view of only a portion of the fixed roadway of FIG. 2 having a protective concrete layer.
FIG. 4 shows a third embodiment of the present invention having a fixed roadway laid in the tunnel.
FIG. 5 shows a fourth embodiment of the present invention.

図1は固定車道2を有する橋梁構築物1の遠近法による裁断図を示す。固定車道2は橋梁構築物1の支持構造体3と一体に形成される。固定車道2の両側にはケーブル溝4および縁側つば5が設けられる。ケーブル溝4および縁側つば5は固定車道2からの横方向力を支持構造体3へ伝達する役割を果たす。   FIG. 1 shows a perspective cut-away view of a bridge structure 1 having a fixed roadway 2. The fixed road 2 is formed integrally with the support structure 3 of the bridge structure 1. Cable grooves 4 and edge side flanges 5 are provided on both sides of the fixed carriageway 2. The cable groove 4 and the edge collar 5 serve to transmit the lateral force from the fixed road 2 to the support structure 3.

固定車道2はレール7を支える2ブロックまくらぎ6を備える。示されている実施例では、まくらぎ6は支持構造体3の構築コンクリートに直に埋め込まれ、コンクリート打設されている。別の上部床板または車道床板は存在しない。裁断面には長手方向補強部材8の鉄筋が見えている。さらに、この鉄筋を横切って敷設される横方向の補強鉄筋が存在する。   The fixed road 2 includes a two-block sleeper 6 that supports a rail 7. In the embodiment shown, the sleeper 6 is embedded directly in the building concrete of the support structure 3 and is cast into the concrete. There is no separate upper floor or roadway floor. The reinforcing bars of the longitudinal reinforcing member 8 are visible on the cut surface. In addition, there are lateral reinforcing bars laid across the rebar.

図2は第2実施例を示す。第1実施例の構成要素と一致する第2実施例の構成要素は同一の図番を有する。   FIG. 2 shows a second embodiment. The components of the second embodiment that match the components of the first embodiment have the same figure number.

第1実施例とは異なり第2実施例に示される橋梁構築物9では、まくらぎ6が埋め込まれ、コンクリート打設される保護コンクリート層10が橋梁構築物9の支持構造体11の上に設けられる。橋梁構築物9の製作にあたっては、まず支持構造体11が設置される。次に、ケーブル溝4および縁側つば5の組付けがおこなわれる。まくらぎ6は各ケーブル溝4ないしは各縁側つば5の間の鍋状の空間に装入され、正確に位置決めされる。補強部材8も設けられる。保護コンクリート層10の製作はコンクリートの注入によりおこなわれる。保護コンクリート層10は橋梁絶縁層の役割をも果たす。   Unlike the first embodiment, in the bridge structure 9 shown in the second embodiment, sleepers 6 are embedded, and a protective concrete layer 10 on which concrete is placed is provided on the support structure 11 of the bridge structure 9. In producing the bridge structure 9, the support structure 11 is first installed. Next, the cable groove 4 and the edge side collar 5 are assembled. The sleepers 6 are inserted into the pan-like spaces between the cable grooves 4 or the edge flanges 5 and are positioned accurately. A reinforcing member 8 is also provided. The production of the protective concrete layer 10 is performed by pouring concrete. The protective concrete layer 10 also serves as a bridge insulating layer.

図3は、図2に示す固定車道を保護コンクリート層の一部だけを含む拡大裁断図を示す。   FIG. 3 shows an enlarged cutaway view including only a part of the protective concrete layer on the fixed road shown in FIG.

図3は鋳込み前の2ブロックまくらぎ6を示す。それぞれ2つのまくらぎブロック12、13は、横方向補強部材としての役割も果たしている格子梁14を介して、互いに連結される。各格子梁14の間には、別の補強鉄筋15が横方向に配置されている。縦方向の補強部材8も配置される。まくらぎ6および補強部材の位置決めおよび配置調整ののち、2ブロックまくらぎ6の上部16だけがコンクリート層から突き出るようにコンクリート注入がおこなわれる。   FIG. 3 shows a two-block sleeper 6 before casting. The two sleeper blocks 12, 13 are connected to each other via a lattice beam 14, which also serves as a lateral reinforcing member. Another reinforcing bar 15 is disposed between the lattice beams 14 in the lateral direction. A longitudinal reinforcing member 8 is also arranged. After positioning and positioning of the sleeper 6 and the reinforcing member, concrete injection is performed so that only the upper part 16 of the two-block sleeper 6 protrudes from the concrete layer.

図4はトンネル内に構築される固定車道の第3の実施例の裁断図を示す。この2ブロックまくらぎ6はトンネル内構築コンクリート16に直に埋め込まれ、コンクリート打設される。すなわち、固定車道17はトンネル内構築コンクリート16に一体となって結合される。この裁断図には縦方向の補強部材18の鉄筋が見えている。追加の、または別の固定車道床板は存在しないので、トンネルの断面直径を小さく抑えることができる。  FIG. 4 shows a cutaway view of a third embodiment of a fixed road constructed in a tunnel. The two-block sleeper 6 is directly embedded in the built concrete 16 in the tunnel and placed in the concrete. That is, the fixed road 17 is integrally coupled to the tunnel construction concrete 16. In this cut view, the reinforcing bars of the reinforcing members 18 in the vertical direction are visible. Since there are no additional or separate fixed roadway floor plates, the tunnel cross-sectional diameter can be kept small.

トンネル内の固定車道17の敷設にあたっては、まず2ブロックまくらぎ6を位置決めし、位置調整をおこない、次いでトンネル内構築コンクリート16の注入をおこなう。 In laying the fixed roadway 17 in the tunnel, first, the two-block sleeper 6 is positioned, the position is adjusted, and then the construction concrete 16 in the tunnel is injected.

図5はトンネル内の固定車道の別の実施例を示す。   FIG. 5 shows another embodiment of a fixed roadway in a tunnel.

この実施例では、図4に示す実施例とは異なり、まくらぎ6が埋め込まれるバランスコンクリート層19が存在する。このバランスコンクリート層19の下には円節片状のコンクリート層20が存在する。この構造により固定車道が使われるときに発生する力は直にトンネル基盤に導かれる。   In this embodiment, unlike the embodiment shown in FIG. 4, there is a balanced concrete layer 19 in which the sleepers 6 are embedded. Under this balanced concrete layer 19, there is a circular piece-like concrete layer 20. With this structure, the force generated when a fixed roadway is used is directly guided to the tunnel base.

橋梁構築物に装架される本発明の固定車道の遠近法図による第1実施例。1st Example by the perspective view of the fixed roadway of this invention mounted on a bridge structure. まくらぎが保護コンクリート層に鋳込まれている本発明の固定車道の第2実施例。The 2nd Example of the fixed roadway of this invention by which the sleeper is cast by the protective concrete layer. 保護コンクリート層を有する、図2の固定車道の一部のみの拡大裁断図。FIG. 3 is an enlarged cutaway view of only a portion of the fixed roadway of FIG. 2 having a protective concrete layer. トンネル内に敷設される固定車道を有する本発明の第3の実施例。A third embodiment of the present invention having a fixed roadway laid in a tunnel. 本発明の第4の実施例。4 shows a fourth embodiment of the present invention.

符号の説明Explanation of symbols

1 橋梁構築物 2 固定車道 3 支持構造体
4 ケーブル溝 5 縁側つば 6 まくらぎ
7 レール 8 補強部材 9 橋梁構築物
10 保護コンクリート 11 支持構造体 12,13 まくらぎブロック
14 格子梁 15 補強鉄筋 16 ブロック上部(図3)
16 トンネル内構築コンクリート 17 固定車道
DESCRIPTION OF SYMBOLS 1 Bridge structure 2 Fixed roadway 3 Support structure 4 Cable groove 5 Edge side collar 6 Sleeper 7 Rail 8 Reinforcement member 9 Bridge structure 10 Protective concrete 11 Support structure 12, 13 Sleeper block 14 Grid beam 15 Reinforcement reinforcing bar 16 Block upper part ( (Fig. 3)
16 Construction concrete in tunnel 17 Fixed road

Claims (8)

コンクリート構造またはコンクリート合成構造の土木建築物により支えられ、まくらぎに固定されるレールを備える軌道車両用固定車道において、まくらぎ(6)は土木建築物の構築コンクリート(16)または保護コンクリート層(10)に埋め込まれ、コンクリート打設されるか、または構築コンクリート(16)または保護コンクリート層(10)の上に直に置かれることを特徴とする、軌道車両用固定車道。 In a fixed road for rail vehicles, which is supported by a civil structure with a concrete structure or a concrete structure and is fixed to the sleeper, the sleeper (6) is a construction concrete (16) or a protective concrete layer ( A fixed road for track vehicles, characterized in that it is embedded in 10) and cast in concrete, or placed directly on a constructed concrete (16) or protective concrete layer (10). 請求項1に掲げる固定車道において、まくらぎ(6)はモノブロックまたはマルチブロックのまくらぎであることを特徴とする、軌道車両用固定車道。 Fixed road for fixed track vehicles according to claim 1, characterized in that the sleepers (6) are monoblock or multi-block sleepers. 請求項1または請求項2に掲げる固定車道において、それらの固定車道は縦方向または横方向あるいはそれら両方向の補強部材(8、18)を有することを特徴とする、軌道車両用固定車道。 3. A fixed road for track vehicles according to claim 1 or 2, characterized in that the fixed roads have reinforcing members (8, 18) in the vertical direction, the horizontal direction or both directions. 前掲の請求項のいずれかに掲げる固定車道において、その土木建築物は橋梁(1、9)または基盤をもつコンクリート床板であることを特徴とする、軌道車両用固定車道。 A fixed road for a rail vehicle according to any one of the preceding claims, characterized in that the civil engineering building is a bridge (1, 9) or a concrete floor board having a foundation. 請求項4に掲げる固定車道において、この橋は横方向の力を吸収するための少なくとも1つの縁側つば(5)またはまくらぎ(6)の側方に設けられるケーブル溝(4)あるいはそれら両方を備えることを特徴とする、軌道車両用固定車道。 5. A fixed road as claimed in claim 4, wherein the bridge has at least one edge flange (5) and / or a cable groove (4) provided on the side of the sleeper (6) for absorbing lateral forces. A fixed road for track vehicles, comprising: 請求項4または5に掲げる固定車道において、場合によっては存在する保護コンクリート層(10)は同時に橋梁絶縁層としても機能することを特徴とする、軌道車両用固定車道。 A fixed road for a rail vehicle according to claim 4 or 5, characterized in that the protective concrete layer (10) present in some cases also functions as a bridge insulating layer. 請求項1から3のいずれかに掲げる固定車道において、土木建築物はトンネルであることを特徴とする、軌道車両用固定車道。 The fixed road for a rail vehicle according to any one of claims 1 to 3, wherein the civil engineering building is a tunnel. 請求項7に掲げる固定車道において、まくらぎはバランスコンクリートないし補償コンクリート(19)に埋め込まれ、コンクリート打設されることを特徴とする、軌道車両用固定車道。   8. A fixed road for track vehicles according to claim 7, characterized in that the sleepers are embedded in balance concrete or compensation concrete (19) and are cast concrete.
JP2008515039A 2005-06-09 2006-05-22 Fixed track for rail vehicles Pending JP2008542595A (en)

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DE102005026819A DE102005026819B4 (en) 2005-06-09 2005-06-09 Fixed carriageway for rail vehicles
PCT/DE2006/000881 WO2006131090A1 (en) 2005-06-09 2006-05-22 Ballastless track for rail vehicles

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