JPS5915101A - Railroad - Google Patents
RailroadInfo
- Publication number
- JPS5915101A JPS5915101A JP11003683A JP11003683A JPS5915101A JP S5915101 A JPS5915101 A JP S5915101A JP 11003683 A JP11003683 A JP 11003683A JP 11003683 A JP11003683 A JP 11003683A JP S5915101 A JPS5915101 A JP S5915101A
- Authority
- JP
- Japan
- Prior art keywords
- holding member
- holding
- filled
- railway track
- rail
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/008—Drainage of track
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/07—Drainage
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
- Road Paving Structures (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】 本発明は鉄道線路に関するものでめる。[Detailed description of the invention] The present invention relates to railway tracks.
従来の鉄道線路は、軌道構造部と安定路盤とから構成さ
れている。その軌道構造部は、ｆＩ４’石した砂利上で
間隔を置いて配置された木製テたはコンクリート製の葦
くら木である保持部１ヨにレールを載置して成るもので
ある。A conventional railway track is composed of a track structure and a stable base. The track structure consists of rails placed on holding parts 1, which are wooden or concrete reeds placed at intervals on gravel.
上記構造の不利益さは、頻繁な清掃および砂利の製造を
必要とすることから生じる高い運転コヌトにある。路盤
は、安定化していなければ、山水が砂利をＪ市り路盤へ
浸透する結果、種々の変形を受ける。The disadvantage of the above construction is the high operating cost resulting from the need for frequent cleaning and gravel production. If the roadbed is not stabilized, it will undergo various deformations as a result of mountain water penetrating gravel into the roadbed.
また、プｖ、−ト構造の保持部材がＷ４俸で補強された
コンクリート板で作られている軌道４ｇ危物Ｃますでに
知られている。この伸のプレートは、現場で作るか、筐
たは予めコンクリ−１−を型に入れることによって目ｉ
Ｊもって製造しておくことかでさる１、上記のプレート
は、軌道イ・再会物中で柔軟材製の中間層に置かれてお
ジ、゛その中間層は、安定路盤−１−に敷設されるすｖ
Ｌｊ、Ｍ （竹危物の弘Ｓ力性全改善している。In addition, it is already known that the holding members of the PT structure are made of concrete plates reinforced with W4 rails. This plate can be made on-site or by placing the concrete into a mold in advance.
1. The above plate is placed on an intermediate layer made of flexible material in the track I/R, and the intermediate layer is laid on the stable roadbed-1-. It will be done
Lj, M (Bamboo hazardous material Hiroshi's strength has been completely improved.
しかしながら、上記の軌道構造物では、重くかつ硬い補
強コンク！Ｊ−１−板が、構成層を弾性物と父互に置き
代えで成る多層構造によって弱体化されるという不都合
さがある。式らに、重い一１１強コンクリ−１・＆は、
路盤中に据え（＝１けられるため、とシわけ軌道を形成
ラインに博く際に、かなりの連用問題を生じる。ある場
合には、プレートトの移動は、軌道構造物の構造欠陥の
原因となる。ブレー°ｌ・形状保持部４−７２まひ路盤
においで、加熱によって亀裂が生じる。大部分の加熱＠
裂はレール締め金具を辿るので、プＶ−）から締め金具
の抜けが生じる。However, in the above-mentioned track structure, heavy and hard reinforced concrete is used! A disadvantage is that the J-1 plate is weakened by its multilayer structure, in which the constituent layers are alternately replaced with elastic materials. According to the formula, heavy 111-strong concrete 1・& is,
Plates are placed in the subgrade, creating considerable operational problems when extending the divided track to the forming line. In some cases, plate movement may be the cause of structural defects in the track structure. Brake/shape retention part 4-72 In the paralyzed roadbed, cracks occur due to heating.Most of the heating @
The crack traces the rail fastener, causing the fastener to come off from V-).
本発明は」−記の問題全解決するためになされたもので
、本発明による鉄道線路は、開放基部金有する多角形状
をした保持部材金婦え、その開放基部と反対側の保持部
材の表面部は雨水の流出を確保する傾斜を示すように折
れ曲が９、保持部ト４は好互しくはレールを載置する位
置で横方向に配置された補強リブ全段けている。保持部
材は、好寸しくは樹脂ｔ（１加した鐵細粒状セメントコ
ンクリートで充填された少なくとも８層の剛構造物ｋ
ｊ＃ｉえ、保持部材の多角形の内側はポリウレタンエラ
ヌトマーで充填され、保持部材の前方面は弾力性接合材
で密閉されている。The present invention has been made to solve all of the above problems, and the railway track according to the present invention has a polygonal holding member having an open base, and a surface of the holding member opposite to the open base. The holding part 4 has a bend 9 so as to show an inclination to ensure the outflow of rainwater, and the holding part 4 preferably has reinforcing ribs arranged laterally at the position where the rail is placed. The retaining member is preferably a rigid structure of at least 8 layers filled with fine-grained cement concrete containing resin T (1).
The polygonal inner side of the holding member is filled with polyurethane elanuttomer, and the front surface of the holding member is sealed with an elastic bonding material.
さらに、保持部材は、安定路盤」二で盾脱自イ１；に載
置され、保持部イオが横方向に移動するの全抑止する隆
起したヌＩ・ツバ部を設けるとともに、隆起したヌトツ
パ部と保持部材の側方＋ｎｉ Ｉｆｌｌの架間ｅよ弾力
性接合材で充填されている。Further, the holding member is placed on the shield release plate 1 on the stable roadbed 2, and is provided with a raised collar and flange portion that completely prevents the holding portion from moving in the lateral direction. The sides of the holding member and the space between the sides of the holding member are filled with an elastic bonding material.
保持部材には、ポリウレタンコラストマーを取り入れる
ための少なくとも２つの穴が設けられでいるのが好まし
い。Preferably, the retaining member is provided with at least two holes for receiving the polyurethane elastomer.
本発明Ｖこよると、妖涌線路Ｃユ、砂利が排除されでい
るため、定↓Ｕ」的な保守作業葡必要としない。According to the present invention, since gravel and gravel from the Youwaku Railway are eliminated, regular maintenance work is not required.
ポリウレタンエラヌトマー全便用しているため、夕１回
ｆが橋や篩架道を走行する際に特に顕著となる振動を抑
制することによって、騒音の減少が達成され、鉄道車両
のサービス状態を改善している。Because polyurethane elanuttomer is used throughout the train, noise reduction is achieved by suppressing vibrations that are particularly noticeable when the train runs on bridges and overpasses, thereby improving the service status of railway vehicles. It's improving.
拡散した構造補強（才を使用しているため、強いひつは
９強度と引かき抵抗によって特徴付けられる均貿桐が得
られ、安全応力を越えたものは小さな局部的欠陥の与と
なシ、その亀裂は保持部材の１隣鼠領域に伝播しない。Due to the use of diffused structural reinforcement, a well-balanced paulownia is obtained, which is characterized by strong strength and scratch resistance, and anything that exceeds the safety stress is subject to small local defects, The crack does not propagate to one adjacent area of the retaining member.
上記の拡散した？［１１強によって良好な応力分イＤが
得られる。Did the above spread? [A good stress value D can be obtained with a value of a little over 11.
本発明による鉄道櫃路は、砂利やまくら木の使用を必要
とせず、形成ラインが低［した場合に而ｐｐ （１こＪ
１又９はずせるためにサービスが容易でめり、ｆ８８層
財の状態を改善でさ、保守コストが減少する。The railway trestle according to the invention does not require the use of gravel or sleepers and has a low formation line.
1 or 9 is removable, which makes servicing easier, improves the condition of the F88 layer, and reduces maintenance costs.
以「、本発明の一実力也例を療（＝Ｊ図面に基づいで浦
ｉ明する。Hereinafter, a practical example of the present invention will be explained based on the drawings.
鉄道線路は、締め金具３によって保持出向２に取りイー
１けられたレール１の長さを好葦しくに有する軌道慣造
Ａの部分紮鋪えている。The railway track is partially laid out of a track construction A, preferably having a length of rail 1 which is secured to a holding rail 2 by a fastener 3.
保持部伺２は、１ｊｉＪ放基部全イＪする多角形状ケし
ておシ、その開放基ｂＩＳと反対側の表ｕｉｉ部はｊ］
「れ曲がっていて、■」水の排出音引き受ける１頃斜を
／ｌ＜すとともに、レール１′ｆｆ：載置する位１ｄで
補’ｒｉｌｉ ＩＪゾ１３を設けている。The holding part part 2 has a polygonal shape with the entire base part being 1, and the surface part on the opposite side from the open base part is 1.
``It is curved, and ■'' the sound of water being discharged is slanted around 1, and a supplementary IJ 13 is provided at the rail 1'ff: placement position 1d.
保持部材２は、補強リブＢに２いで璃俸で補強された斜
方形網目を有する８層の織物鋼構造物４７＞ｌう１ｆｆ
ｌす、エボキｉｓ脂Ｉ Ｅｐｉｄｉａｎ−５（ｌｉｄ品
名）」を付加した巖細粒状セメントコンクリ−１−で充
填されている。The holding member 2 is made of an 8-layer woven steel structure 47>l1ff having a rhomboidal mesh reinforced with reinforcing ribs B at 2.
It is filled with fine granular cement concrete 1 to which has been added Evoki I Epidian-5 (lid product name).
保持部材２の多角形の内側はボリウレクンエラヌトマー
で充填され、保持部材２の＋３ｉＪ面は弾ノ月イＩ−接
合伺５で密閉さ扛ている。The inside of the polygon of the holding member 2 is filled with polyurethane elanuttomer, and the +3iJ surface of the holding member 2 is sealed with a bullet joint hole 5.
保持部（第２は全て、保持部１４２の横断移動を抑止す
る隆起したストッパ部１〕奮設けるように形ｊ戊された
安定路盤Ｃに、盾脱自在に載置されている。The holding parts (the second one is a raised stopper part 1 that prevents the lateral movement of the holding part 142) are removably placed on a stable roadbed C which is shaped like a hollow.
隆起したヌトツパ部１）と保持部材２の側面間の空間は
、弾力１生接合材５で充填されている。The space between the raised pad portion 1) and the side surface of the holding member 2 is filled with a resilient bonding material 5.
保持部材２は、また、ポリウレタンコニラス１−マゝ−
を取り入れるための２つの穴１ｙ４−設けている。The holding member 2 is also made of polyurethane coniglass 1-
There are two holes 1y4- for taking in the.
図面は本究明による鉄道線路の一火施例を示すもので、
第１図は妖〕浦線路の部分的な横１１１１４１図、第２
図は鉄道線路の軌道構造の内部を部分的に示す）ｆＩｓ
分３１１而図でるる。
Ｊ・・・レール、 ２・・床持部防、 ３・・・締
め金具、４・・織物鋼構造物、 ５・・弾力性接合材
、 Ａ・・・１１ν１．〕ｉ構進、 １３・・・商強
リプ、 Ｃ・・Ｖ定路盤、１）・・・隆起したストッパ
部、 Ｌ・・・穴。The drawings show an example of a railway track that caught fire based on this research.
Figure 1 is a partial horizontal view of the Youura Line 111141, Figure 2
The figure partially shows the inside of the railway track structure)fIs
311 min. J...Rail, 2...Floor support, 3...Fastening fittings, 4...Textile steel structure, 5...Elastic bonding material, A...11ν1. ] i structure, 13... commercial strength, C... V level roadbed, 1)... raised stopper part, L... hole.
Claims (1)
路盤に据え何けて成る鉄道線路において、保持部材２は
開放基部を有する多角形状をしておシ、その開放基部と
反対側の保持部側２の表面部は山水の排出を確保する傾
斜を示すように折れ曲がシ、保持部月２はレール１を載
置する位置で横力向に配置直された補強リブＢを設けて
いて、保持部４：Ａ２は、補強リブＢにＰいてＩｌｌ棒
で補強された多角形状網目を有する少なくと＼１も８層
の織物ｍ構造物４を備えるとともに、樹脂を付加した饋
細粒状七メン１−コンクリートで充填されていて、保持
部材２の多角形の内部はポリウレタンエラストマーで充
填され、保持部側２の前方面は弾力性接合４′Ａ５で密
閉されていて、保持部材２は安定路盤Ｃ」二で虐脱自在
に載置式れ、保持部材２が横方向に移動するのを抑止す
る隆起したストッパ部ｌ）を設けるとともに、隆起した
ストッパ部りと保持部材２の側方面間の夜間は弾力性接
片材５で充填されていることを特徴とする鉄道線路。 ２、保持部（汀２はポリウレタンエラヌトマー全取９入
れるだめの少なくとも２つの大１つを設けでいる特許請
求の範囲第ＩＪ−１８を記載の鉄道線路。[Claims] I. In a railway track consisting of a track structure in which a rail is placed on a holding member and placed on a stable roadbed, the holding member 2 has a polygonal shape with an open base; The surface of the holding part side 2 opposite to the open base is bent to show an inclination to ensure drainage of mountain water, and the holding part 2 is rearranged in the lateral force direction at the position where the rail 1 is placed. The holding part 4: A2 is provided with at least 8 layers of fabric structure 4 having a polygonal mesh reinforced with Ill rods on the reinforcing ribs B, and The holding member 2 is filled with fine granular seven-layer concrete to which resin has been added, the polygonal interior of the holding member 2 is filled with polyurethane elastomer, and the front surface of the holding member side 2 is sealed with an elastic joint 4'A5. The holding member 2 is removably placed on the stable roadbed C'2, and is provided with a raised stopper part l) to prevent the holding member 2 from moving in the lateral direction. A railway track characterized in that the side surfaces of the holding member 2 are filled with elastic contact material 5 at night. 2. The railway track according to claim IJ-18, wherein the holding part (2) is provided with at least two large reservoirs for containing polyurethane elanuttomer.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PL23701182A PL138056B1 (en) | 1982-06-19 | 1982-06-19 | Railway track |
| PL237011 | 1982-06-19 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS5915101A true JPS5915101A (en) | 1984-01-26 |
Family
ID=20013071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11003683A Pending JPS5915101A (en) | 1982-06-19 | 1983-06-17 | Railroad |
Country Status (4)
| Country | Link |
|---|---|
| JP (1) | JPS5915101A (en) |
| DE (1) | DE3321863A1 (en) |
| FR (1) | FR2528884B1 (en) |
| PL (1) | PL138056B1 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5872663A (en) * | 1992-03-06 | 1999-02-16 | Quantum Corporation | Apparatus and method for fabricating a deflection mirror tower |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| IT1176498B (en) * | 1984-07-27 | 1987-08-18 | I P A Ind Prefabbricati Affini | COMPONENTS FOR RAILWAY LINES ON REINFORCED CONCRETE PLATES, WITHOUT MASS |
| GB2185987B (en) * | 1986-01-31 | 1989-10-25 | Japan National Railway | Resilient coat for tie of direct-connection type track |
| HU207756B (en) * | 1988-06-03 | 1993-05-28 | Beton Es Vasbetonipari Muevek | Arrangement for forming large-panel railroad permanent ways |
| DE4340440A1 (en) * | 1993-11-27 | 1995-06-01 | Weiss Gmbh & Co Leonhard | Adjusting and firmly fixing rail and sleeper track over solid way |
| DE102008016953A1 (en) * | 2008-04-01 | 2009-10-08 | Railone Gmbh | Fixed carriageway for rail vehicles |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE32236C (en) * | BERGISCHE STAHLINDUSTRIE-GESELLSCHAFT in Remscheid | Street paving slabs with cast-in rail bearings | ||
| US2815917A (en) * | 1953-12-17 | 1957-12-10 | Jerry F Kovarik | Railroad trackage |
| SE341014B (en) * | 1970-05-28 | 1971-12-13 | Akustikbyran Ab | |
| DE2951272C2 (en) * | 1979-12-20 | 1985-06-27 | Karl-Heinz Ing.(grad.) 4350 Recklinghausen Lange | Threshold for a rail fastening |
-
1982
- 1982-06-19 PL PL23701182A patent/PL138056B1/en unknown
-
1983
- 1983-06-16 DE DE19833321863 patent/DE3321863A1/en not_active Withdrawn
- 1983-06-17 JP JP11003683A patent/JPS5915101A/en active Pending
- 1983-06-17 FR FR8310083A patent/FR2528884B1/en not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5872663A (en) * | 1992-03-06 | 1999-02-16 | Quantum Corporation | Apparatus and method for fabricating a deflection mirror tower |
Also Published As
| Publication number | Publication date |
|---|---|
| FR2528884B1 (en) | 1985-08-23 |
| PL237011A1 (en) | 1984-01-02 |
| DE3321863A1 (en) | 1983-12-22 |
| PL138056B1 (en) | 1986-08-30 |
| FR2528884A1 (en) | 1983-12-23 |
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