JP3438608B2 - Track rail support structure for floating railway - Google Patents
Track rail support structure for floating railwayInfo
- Publication number
- JP3438608B2 JP3438608B2 JP27357198A JP27357198A JP3438608B2 JP 3438608 B2 JP3438608 B2 JP 3438608B2 JP 27357198 A JP27357198 A JP 27357198A JP 27357198 A JP27357198 A JP 27357198A JP 3438608 B2 JP3438608 B2 JP 3438608B2
- Authority
- JP
- Japan
- Prior art keywords
- plate
- sleeper
- track rail
- vehicle
- support
- 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.)
- Expired - Fee Related
Links
- 241001669679 Eleotris Species 0.000 claims description 25
- 239000002184 metal Substances 0.000 claims description 23
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 11
- PPBRXRYQALVLMV-UHFFFAOYSA-N Styrene Chemical compound C=CC1=CC=CC=C1 PPBRXRYQALVLMV-UHFFFAOYSA-N 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000011347 resin Substances 0.000 claims description 7
- 229920005989 resin Polymers 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 239000004033 plastic Substances 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000005339 levitation Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 4
- 238000002347 injection Methods 0.000 description 3
- 239000007924 injection Substances 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 102100031497 Heparan sulfate N-sulfotransferase 1 Human genes 0.000 description 2
- 101000588589 Homo sapiens Heparan sulfate N-sulfotransferase 1 Proteins 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008602 contraction Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
Landscapes
- Railway Tracks (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は、浮上式鉄道の軌道
レールを支持する支持構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a support structure for supporting track rails of a levitation railway.
【0002】[0002]
【従来の技術】HSST(都市型リニア)などの浮上式
鉄道の軌道レールを支持する枕木は、ゴムプレートや金
属プレート等の支承体を介して支持体(桁材等)に支持
される。2. Description of the Related Art Sleepers that support track rails of levitation railways such as HSST (city linear) are supported by supports (girders, etc.) via bearings such as rubber plates and metal plates.
【0003】[0003]
【発明が解決しようとする課題】支承体の構成部品であ
るゴムプレートは、枕木の下で挟まれて配置されていた
ため、車両荷重、震動、軌道レールの熱伸縮等により、
ゴムプレートが支承体から抜け出たり、はみ出したりす
る不具合が発生する。なお、ゴムプレートが支承体から
抜け出たり、はみ出したりすると、枕木がズレて、軌道
レールに歪みが発生し、浮上式鉄道車両が軌道レールに
接触する不具合が発生する。Since the rubber plate, which is a component of the support, is sandwiched and arranged under the sleepers, due to vehicle load, vibration, thermal expansion and contraction of the track rail, etc.
There is a problem that the rubber plate may slip out of the bearing or stick out. Note that if the rubber plate slips out of the support or sticks out, the sleepers are displaced and the track rail is distorted, causing a problem that the levitation railway vehicle comes into contact with the track rail.
【0004】[0004]
【発明の目的】本発明は、上記の事情に鑑みてなされた
もので、その目的は、枕木を支持する支承体からゴムプ
レートが抜け出たり、はみ出したりする不具合のない浮
上式鉄道用軌道レールの支持構造の提供にある。SUMMARY OF THE INVENTION The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a floating railroad track rail that does not have a problem that a rubber plate comes out or sticks out from a supporter that supports a sleeper. In providing the support structure.
【0005】[0005]
【課題を解決するための手段】上記の目的を達成するた
めに本発明の浮上式鉄道用軌道レールの支持構造は、次
の構成を採用する。
〔請求項1の手段〕浮上式鉄道用軌道レールの支持構造
は、浮上式鉄道車両走行用の軌道レールを支持し、車両
左右方向に配置された断面角の鋼管枕木と、この枕木を
支持する支持体と、前記枕木と前記支持体との間に配置
され、上方からゴムプレート、シムプレート、金属プレ
ート、及び台座コンクリートを順次配置した支承体と、
を備え、前記枕木は、上方より前記支承体を貫通するア
ンカーボルトによって前記支持体に締結されたものであ
って、前記金属プレートは、車両進行方向両端部に高さ
調節手段を備え、前記ゴムプレートの下面には剛体から
なる板状体が固着されていると共に、その板状体の車両
左右方向の両端部は下面側へ略コ字状に折り曲げた形状
に形成されており、前記シムプレートは、車両進行方向
に2分割して設けられ、分割されたそれぞれのシムプレ
ートは前記板状体の折り曲げ部と、前記金属プレートの
高さ調節手段との間に配置されていることを特徴とす
る。In order to achieve the above object, a support structure for a floating rail track rail according to the present invention adopts the following structure. [Means of Claim 1] A support structure for a track rail for a levitation type railway supports a track rail for running a levitation type railway vehicle, and supports a steel pipe sleeper having a cross-section angle arranged in the vehicle left-right direction and this sleeper. A support, a support placed between the sleeper and the support, and a rubber plate, a shim plate, a metal plate, and a pedestal concrete sequentially arranged from above,
The sleeper is fastened to the support body by an anchor bolt penetrating the support body from above, the metal plate includes height adjusting means at both ends in the vehicle traveling direction, and the rubber A rigid plate-like body is fixed to the lower surface of the plate, and both end portions of the plate-like body in the vehicle left-right direction are formed into a substantially U-shape bent toward the lower surface. Is divided into two in the vehicle traveling direction, and each of the divided shim plates is arranged between the bent portion of the plate-shaped body and the height adjusting means of the metal plate. To do.
【0006】〔請求項2の手段〕請求項1の浮上式鉄道
用軌道レールの支持構造において、前記台座コンクリー
トは、ゴム、プラスチック、スポンジ、スチロール類等
の樹脂製形枠内に打ち込まれたことを特徴とする。[Means for Claim 2] In the support structure for a floating railroad track rail according to claim 1, the pedestal concrete is driven into a resin frame such as rubber, plastic, sponge or styrene. Is characterized by.
【0007】[0007]
【発明の作用および効果】〔請求項1の作用および効
果〕枕木は、断面角の鋼管であるため、既存規格の鋼管
を切断して設けることが可能となり、枕木に要するコス
トを抑えることができる。枕木は、アンカーボルトによ
って支持体に締結されるため、施工性に優れる。ゴムプ
レートが接合された板状体は、金属プレートおよび高さ
調節手段によって、車両前後左右方向の抜け止めが成さ
れるため、ゴムプレートが支承体から抜け出たり、はみ
出したりする不具合がない。このため、ゴムプレートが
支承体から抜け出たり、はみ出したりして枕木および軌
道レールに歪みを発生させる不具合がなく、浮上式鉄道
車両が軌道レールに接触する不具合を抑えることができ
る。シムプレートが2分割して設けられたことにより、
アンカーボルト締結後においても、容易にシムプレート
を着脱できる。そして、容易に着脱できるシムプレート
は、板状体によって車両左右方向の抜け止めがなされる
とともに、高さ調節手段によって前後方向の抜け止めが
なされる。[Operation and effect of the present invention] [Operation and effect of claim 1] Since the sleeper is a steel pipe having a square cross section, it is possible to cut and provide a steel pipe of an existing standard, and it is possible to suppress the cost required for the sleeper. . Since the sleepers are fastened to the support by anchor bolts, the workability is excellent. The plate-shaped body to which the rubber plate is joined is prevented from coming off in the vehicle front-rear and left-right directions by the metal plate and the height adjusting means, so that there is no problem that the rubber plate comes out of the bearing or sticks out. Therefore, there is no problem that the rubber plate slips out of the support or sticks out to cause strain on the sleepers and the track rail, and it is possible to suppress a problem in which the levitation railway vehicle contacts the track rail. Since the shim plate is divided into two parts,
Even after fastening the anchor bolts, the shim plate can be easily attached and detached. Further, the shim plate which can be easily attached and detached is prevented from coming off in the left-right direction of the vehicle by the plate-shaped body, and is prevented from coming off in the front-rear direction by the height adjusting means.
【0008】〔請求項2の作用および効果〕台座コンク
リートを打ち込むための形枠として、ゴム、プラスチッ
ク、スポンジ、スチロール類等の樹脂製形枠を用いたこ
とにより、形枠コストを低く抑えることができるととも
に、施工後の取外しを不要にでき、施工性を向上でき
る。[Operation and effect of claim 2] By using a resin frame such as rubber, plastic, sponge, or styrene as the frame for driving the pedestal concrete, the frame cost can be kept low. In addition to being able to do so, it is possible to eliminate the need for removal after construction, and improve workability.
【0009】[0009]
【発明の実施の形態】次に、本発明の実施の形態を、実
施例および変形例に基づき説明する。
〔実施例の構成〕実施例を図1〜図4を用いて説明す
る。なお、図1は浮上式鉄道用軌道レールの支持構造の
分解斜視図、図2は浮上式鉄道用軌道レールの支持構造
の概略正面図である。BEST MODE FOR CARRYING OUT THE INVENTION Next, an embodiment of the present invention will be described based on examples and modifications. [Structure of Embodiment] An embodiment will be described with reference to FIGS. Note that FIG. 1 is an exploded perspective view of a support structure for a floating rail track rail, and FIG. 2 is a schematic front view of a support structure for a floating rail track rail.
【0010】HSST(都市型リニア)の軌道レール1
は、車両左右方向に配置された多数の枕木2の両端によ
って2本平行に支えられるもので、図2に示すように、
各枕木2は左右両側下部に配置された支承体3を介して
PC桁4(支持体に相当する)の上に支持されるもので
ある。枕木2は、断面角の鋼管枕木を使用するもので、
JIS規格の鋼管に切断と穴開加工を施し、防錆処理を
施したものである。HSST (urban linear) track rail 1
Is supported in parallel by two ends of a large number of sleepers 2 arranged in the vehicle left-right direction. As shown in FIG.
Each sleeper 2 is supported on a PC girder 4 (corresponding to a support) via a support body 3 arranged on the lower left and right sides. The sleeper 2 uses a steel pipe sleeper with a section angle,
This is a JIS standard steel pipe that has been cut and perforated and then rust-proofed.
【0011】支承体3は、枕木2とPC桁4との間に配
置されて、枕木2を適切な高さに支持するもので、上方
からゴムプレート5、シムプレート6、金属プレート
7、台座コンクリート8を順次配置したものである。枕
木2は、上方よりねじ込まれた2本のアンカーボルト9
によってPC桁4に締結されるもので、枕木2および支
承体3の各部材には、アンカーボルト9が貫通する。な
お、PC桁4の内部には、アンカーボルト9を締結する
ためのインサートアンカー10がPC桁4内にインサー
トされている。また、枕木2の上部には押さえプレート
11が配置され、この押さえプレート11を介してアン
カーボルト9の締結力が枕木2に伝えられる。The support body 3 is arranged between the sleeper 2 and the PC girder 4 and supports the sleeper 2 at an appropriate height. The support plate 3 includes a rubber plate 5, a shim plate 6, a metal plate 7, and a pedestal from above. Concrete 8 is sequentially arranged. The sleeper 2 has two anchor bolts 9 screwed in from above.
The anchor bolt 9 penetrates each member of the sleeper 2 and the support 3 by being fastened to the PC girder 4. An insert anchor 10 for fastening the anchor bolt 9 is inserted into the PC girder 4 inside the PC girder 4. Further, a pressing plate 11 is arranged above the sleeper 2, and the fastening force of the anchor bolt 9 is transmitted to the sleeper 2 via the pressing plate 11.
【0012】ゴムプレート5は、図3の(a)、(b)
に示すように、金属プレート7の両端を覆う形状に設け
られた金属製(剛体)の板状体12の上面に固着して設
けられている。板状体12は、車両左右方向の両端部が
下面側に略コ字状に折り曲げた形状に設けられたもの
で、金属プレート7の車両左右方向の両端を覆って配置
されることにより車両左右方向の抜け止めがなされる。
また、板状体12は、金属プレート7の車両前後方向両
端にねじ込まれた高さ調節手段13(高さ調節ボルト)
により、車両前後方向の抜け止めがなされる。The rubber plate 5 is shown in FIGS. 3 (a) and 3 (b).
As shown in FIG. 3, the metal plate 7 is fixedly provided on the upper surface of a metal (rigid body) plate-shaped body 12 provided in a shape that covers both ends of the metal plate 7. The plate-shaped body 12 is provided in a shape in which both end portions in the vehicle left-right direction are bent in a substantially U-shape on the lower surface side, and is disposed so as to cover both ends of the metal plate 7 in the vehicle left-right direction. The direction is prevented from coming off.
Further, the plate-shaped body 12 is height adjusting means 13 (height adjusting bolt) screwed into both ends of the metal plate 7 in the vehicle front-rear direction.
This prevents the vehicle from coming off in the front-rear direction.
【0013】シムプレート6は、アンカーボルト9の締
結後において、枕木2の高さを調節するもので、図4の
2点鎖線に示すように、車両進行方向に2分割して設け
られている。分割されたそれぞれのシムプレート6は、
板状体12によって覆われて配置され、板状体12によ
って車両左右方向の抜け止めがなされる。また、分割さ
れたシムプレート6は、板状体12と同様、高さ調節手
段13によって車両前後方向の抜け止めがなされる。The shim plate 6 adjusts the height of the sleeper 2 after the anchor bolts 9 are fastened, and is provided in a two-divided manner in the vehicle traveling direction as shown by the chain double-dashed line in FIG. . Each of the divided shim plates 6,
It is arranged so as to be covered by the plate-shaped body 12, and the plate-shaped body 12 prevents the vehicle from coming off in the left-right direction. Further, the divided shim plate 6 is, similarly to the plate-shaped body 12, prevented from coming off in the vehicle front-rear direction by the height adjusting means 13.
【0014】金属プレート7は、図4の実線に示すよう
に、車両前後方向の両端に、高さ調節手段13をネジ込
むためのネジ穴14が形成されたもので、高さ調節手段
13のネジ込み量によって、台座コンクリート8打ち込
み前の高さが調節される。また、金属プレート7の車両
前後方向の両端には、モルタル注入口15が設けられて
いる。As shown by the solid line in FIG. 4, the metal plate 7 has screw holes 14 for screwing the height adjusting means 13 at both ends in the vehicle front-rear direction. The height before the pedestal concrete 8 is driven is adjusted by the screwing amount. Further, mortar inlets 15 are provided at both ends of the metal plate 7 in the vehicle front-rear direction.
【0015】台座コンクリート8は、スポンジ製形枠1
6内に打ち込まれるものである。このスポンジ製形枠1
6は、伸縮可能なスポンジを金属プレート7に一致する
矩形枠形状に設けたもので、コンクリート打ち込み前
に、このスポンジ製形枠16内に金属プレート7を配置
し、高さ調節手段13のネジ込み量によって、金属プレ
ート7の高さを調節する。そして、金属プレート7の一
方のモルタル注入口15からコンクリートを注入し、他
方のモルタル注入口15からコンクリートが溢れたらコ
ンクリートの注入を中止する。コンクリート硬化後にス
ポンジ製形枠16を外しても良いが、施工性向上のた
め、硬化後にスポンジ製形枠16を外さず、そのまま使
用しても良い。The pedestal concrete 8 is a sponge frame 1
It is something that is driven in. This sponge frame 1
6 is a stretchable sponge provided in a rectangular frame shape matching the metal plate 7. The metal plate 7 is placed in the sponge shaping frame 16 before the concrete is poured, and the screw of the height adjusting means 13 is screwed. The height of the metal plate 7 is adjusted according to the amount of inclusion. Then, the concrete is injected from one mortar injection port 15 of the metal plate 7, and when the concrete overflows from the other mortar injection port 15, the injection of the concrete is stopped. Although the sponge frame 16 may be removed after the concrete is hardened, the sponge frame 16 may be used as it is without being removed after curing to improve workability.
【0016】〔実施例の効果〕枕木2は、JIS規格の
鋼管を加工して用いたため、枕木2に要するコストを抑
えることができ、結果的に軌道レール1の施工に要する
コストを抑えることができる。枕木2は、2本のアンカ
ーボルト9によってPC桁4に締結されるものであるた
め、施工性に優れる。[Effects of the embodiment] Since the sleeper 2 is formed by processing the JIS standard steel pipe, the cost required for the sleeper 2 can be suppressed, and as a result, the cost required for constructing the track rail 1 can be suppressed. it can. Since the sleeper 2 is fastened to the PC girder 4 with the two anchor bolts 9, the sleeper 2 has excellent workability.
【0017】ゴムプレート5が接合された板状体12
は、台座コンクリート8を介してPC桁4に固定された
金属プレート7および高さ調節手段13によって、車両
前後左右方向の抜け止めが成されるため、ゴムプレート
5が支承体3から抜け出たり、はみ出したりする不具合
がない。このため、枕木2および軌道レール1に歪みが
発生する不具合がなく、浮上式鉄道車両が軌道レール1
に接触する不具合を抑えることができる。The plate-like body 12 to which the rubber plate 5 is joined
Since the metal plate 7 fixed to the PC girder 4 via the pedestal concrete 8 and the height adjusting means 13 prevent the vehicle from coming off in the front-rear direction and the left-right direction, the rubber plate 5 comes out from the support body 3, There is no problem of protruding. For this reason, there is no problem that the sleepers 2 and the track rail 1 are distorted, and the levitation railway vehicle is installed on the track rail 1
It is possible to suppress the problem of contact with the.
【0018】シムプレート6が2分割して設けられたこ
とにより、アンカーボルト9の締結後においても、容易
にシムプレート6を着脱できる。そして、容易に着脱で
きるシムプレート6は、板状体12によって車両左右方
向の抜け止めがなされるとともに、高さ調節手段13に
よって車両前後方向の抜け止めがなされる。台座コンク
リート8を打ち込むための形枠として、スポンジ製形枠
16を用いたことにより、形枠コストを低く抑えること
ができるとともに、施工後の取外しが不要で、施工性を
向上できる。Since the shim plate 6 is divided into two parts, the shim plate 6 can be easily attached and detached even after the anchor bolt 9 is fastened. The shim plate 6 that can be easily attached and detached is prevented from coming off in the vehicle left-right direction by the plate-shaped body 12, and is taken out in the vehicle front-rear direction by the height adjusting means 13. By using the sponge frame 16 as the frame for driving the pedestal concrete 8, the frame cost can be kept low, and it is not necessary to remove the frame after construction, so that workability can be improved.
【0019】〔変形例〕上記実施例では、樹脂製形枠の
樹脂の一例としてスポンジ製形枠16を用いた例を示し
たが、ゴム、プラスチック、スチロール類など他の樹脂
材料による形枠を用いても良い。[Modification] In the above embodiment, the sponge frame 16 is used as an example of the resin of the resin frame, but a frame made of other resin material such as rubber, plastic or styrene may be used. You may use.
【図1】浮上式鉄道用軌道レールの支持構造の分解斜視
図である。FIG. 1 is an exploded perspective view of a support structure for a floating rail track rail.
【図2】浮上式鉄道用軌道レールの支持構造の概略正面
図である。FIG. 2 is a schematic front view of a support structure for a floating rail track rail.
【図3】ゴムプレートが接合された板状体の側面および
上視図である。FIG. 3 is a side view and a top view of a plate-shaped body to which a rubber plate is joined.
【図4】金属プレートの上視図である。FIG. 4 is a top view of the metal plate.
1 軌道レール 2 枕木 3 支承体 4 PC桁(支持体) 5 ゴムプレート 6 シムプレート 7 金属プレート 8 台座コンクリート 9 アンカーボルト 12 板状体 13 高さ調節手段 16 スポンジ製形枠(樹脂製型枠) 1 track rail 2 sleepers 3 support 4 PC girder (support) 5 rubber plate 6 shim plates 7 metal plate 8 pedestal concrete 9 Anchor bolt 12 Plates 13 Height adjustment means 16 Sponge formwork (resin formwork)
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平7−34401(JP,A) 特開 平10−46503(JP,A) 特開 平9−268506(JP,A) 特開 平3−257201(JP,A) 特開 平10−237802(JP,A) (58)調査した分野(Int.Cl.7,DB名) E01B 25/30 - 25/34 ─────────────────────────────────────────────────── ─── Continuation of the front page (56) Reference JP-A-7-34401 (JP, A) JP-A-10-46503 (JP, A) JP-A-9-268506 (JP, A) JP-A-3- 257201 (JP, A) JP-A-10-237802 (JP, A) (58) Fields investigated (Int.Cl. 7 , DB name) E01B 25/30-25/34
Claims (2)
し、車両左右方向に配置された断面角の鋼管枕木と、 この枕木を支持する支持体と、 前記枕木と前記支持体との間に配置され、上方からゴム
プレート、シムプレート、金属プレート、及び台座コン
クリートを順次配置した支承体と、を備え、 前記枕木は、上方より前記支承体を貫通するアンカーボ
ルトによって前記支持体に締結された浮上式鉄道用軌道
レールの支持構造であって、 前記金属プレートは、車両進行方向両端部に高さ調節手
段を備え、 前記ゴムプレートの下面には剛体からなる板状体が固着
されていると共に、 その板状体の車両左右方向の両端部は下面側へ略コ字状
に折り曲げた形状に形成されており、 前記シムプレートは、車両進行方向に2分割して設けら
れ、分割されたそれぞれのシムプレートは前記板状体の
折り曲げ部と、前記金属プレートの高さ調節手段との間
に配置されていることを特徴とする浮上式鉄道用軌道レ
ールの支持構造。1. A steel pipe sleeper supporting a track rail for running a floating railway vehicle and having a cross-section angle arranged in the vehicle left-right direction, a support body supporting the sleeper, and a space between the sleeper and the support body. And a support body in which a rubber plate, a shim plate, a metal plate, and a pedestal concrete are sequentially arranged from above, and the sleeper is fastened to the support body by an anchor bolt penetrating the support body from above. In the supporting structure for a floating railroad track rail, the metal plate is provided with height adjusting means at both ends in the vehicle traveling direction, and a plate-like body made of a rigid body is fixed to the lower surface of the rubber plate. At the same time, both end portions of the plate-shaped body in the vehicle left-right direction are formed in a shape that is bent in a substantially U-shape toward the lower surface side, and the shim plate is divided into two in the vehicle traveling direction. Each of the formed shim plates is disposed between the bent portion of the plate-like body and the height adjusting means of the metal plate.
構造において、 前記台座コンクリートは、ゴム、プラスチック、スポン
ジ、スチロール類等の樹脂製形枠内に打ち込まれたこと
を特徴とする浮上式鉄道用軌道レールの支持構造。2. The floating rail track rail support structure according to claim 1, wherein the pedestal concrete is driven into a resin frame made of rubber, plastic, sponge, styrene, or the like. Support structure for track rails for railways.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27357198A JP3438608B2 (en) | 1998-09-28 | 1998-09-28 | Track rail support structure for floating railway |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27357198A JP3438608B2 (en) | 1998-09-28 | 1998-09-28 | Track rail support structure for floating railway |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000104203A JP2000104203A (en) | 2000-04-11 |
JP3438608B2 true JP3438608B2 (en) | 2003-08-18 |
Family
ID=17529667
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27357198A Expired - Fee Related JP3438608B2 (en) | 1998-09-28 | 1998-09-28 | Track rail support structure for floating railway |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3438608B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102465253B1 (en) * | 2021-12-16 | 2022-11-11 | 주식회사 제이유테크기술사사무소 | Pipe shoe for height adjustment using lever method |
KR102475903B1 (en) * | 2021-12-16 | 2022-12-09 | 주식회사 제이유테크기술사사무소 | Height-adjustable pipe shoe |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2009104948A1 (en) * | 2008-02-21 | 2009-08-27 | Edilon)(Sedra B.V. | Method for manufacturing a resilient rail support block assembly |
KR101023310B1 (en) | 2008-08-28 | 2011-03-18 | 한국철도시설공단 | Guide rail position adjusting device in track structure for maglev train |
KR101187964B1 (en) | 2009-12-10 | 2012-10-04 | (주)대우건설 | Leveling and coupling device of sleeper for magnetic levitation train |
CN102605685A (en) * | 2012-03-26 | 2012-07-25 | 莱芜美澳冶金科技有限公司 | Sleeper for track skeleton and method for manufacturing sleeper |
-
1998
- 1998-09-28 JP JP27357198A patent/JP3438608B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR102465253B1 (en) * | 2021-12-16 | 2022-11-11 | 주식회사 제이유테크기술사사무소 | Pipe shoe for height adjustment using lever method |
KR102475903B1 (en) * | 2021-12-16 | 2022-12-09 | 주식회사 제이유테크기술사사무소 | Height-adjustable pipe shoe |
Also Published As
Publication number | Publication date |
---|---|
JP2000104203A (en) | 2000-04-11 |
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