JPH089201Y2 - Concrete sleepers with elasticity - Google Patents
Concrete sleepers with elasticityInfo
- Publication number
- JPH089201Y2 JPH089201Y2 JP1990101618U JP10161890U JPH089201Y2 JP H089201 Y2 JPH089201 Y2 JP H089201Y2 JP 1990101618 U JP1990101618 U JP 1990101618U JP 10161890 U JP10161890 U JP 10161890U JP H089201 Y2 JPH089201 Y2 JP H089201Y2
- Authority
- JP
- Japan
- Prior art keywords
- sleeper
- rubber
- vibration
- embedded
- concrete
- 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 - Lifetime
Links
- 229920001971 elastomer Polymers 0.000 claims description 53
- 239000005060 rubber Substances 0.000 claims description 53
- 241001669679 Eleotris Species 0.000 claims description 42
- 239000012779 reinforcing material Substances 0.000 claims description 15
- 238000000034 method Methods 0.000 description 10
- 239000006260 foam Substances 0.000 description 6
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 229920003023 plastic Polymers 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 244000043261 Hevea brasiliensis Species 0.000 description 2
- 239000013013 elastic material Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229920003052 natural elastomer Polymers 0.000 description 2
- 229920001194 natural rubber Polymers 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 229920003051 synthetic elastomer Polymers 0.000 description 2
- 239000005061 synthetic rubber Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N Phenol Chemical compound OC1=CC=CC=C1 ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 229920002635 polyurethane Polymers 0.000 description 1
- 239000004814 polyurethane Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002210 silicon-based material Substances 0.000 description 1
- 229920002379 silicone rubber Polymers 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Railway Tracks (AREA)
Description
【考案の詳細な説明】 産業上の利用分野 本考案は、通過する車両の振動を道床とコンクリート
製まくらぎとの間で緩衝する防振ゴムを具えたコンクリ
ート製まくらぎに関する。TECHNICAL FIELD The present invention relates to a concrete sleeper having a vibration-proof rubber that damps vibrations of a passing vehicle between a roadbed and the concrete sleeper.
従来技術及びその課題 従来、前記のような防振ゴムには、通常、安価な天然
ゴム、合成ゴム、或いは、プラスチック係、シリコン
系、再生ゴム等の弾性体が使用されている。防振ゴム
は、緩衝作用を高めるため軟らかく作る必要があるとと
もに、経済性を高めるため小さく作る必要がある。2. Description of the Related Art Conventionally, the vibration-proof rubber as described above is usually made of inexpensive natural rubber, synthetic rubber, or elastic material such as plastic material, silicon-based material, and recycled rubber. The anti-vibration rubber needs to be made soft in order to enhance the cushioning effect, and needs to be made small in order to enhance the economical efficiency.
しかし、このような防振ゴムは、あまり軟らかくする
と、所定の形状を維持することが困難になり、寸法誤差
が生じ、まくらぎの所定の位置に取付けることが難しく
なり、所期の機能を発揮することができなくなることが
ある。従って、防振ゴムは、安価で適切な硬さを得るこ
とが困難であるという問題点を有している。However, if such an anti-vibration rubber is too soft, it becomes difficult to maintain a predetermined shape, a dimensional error occurs, and it becomes difficult to attach it to a predetermined position of the sleeper, and the desired function is exerted. It may not be possible. Therefore, the anti-vibration rubber has a problem that it is difficult to obtain appropriate hardness at low cost.
又、防振ゴムをまくらぎに取付ける方法には、 接着剤により取付ける方法と、防振ゴムを入れる
箱を作り、箱ごとまくらぎに取付ける方法と、防振ゴ
ムが樹脂系の場合には、まくらぎを金型に入れ、金型と
まくらぎの間に空けた隙間にゴムを注入して金型ごと加
熱し、ゴムをまくらぎに接触させることによって取付け
る方法等がある。In addition, the method of attaching the anti-vibration rubber to the sleepers, the method of attaching with an adhesive, the method of making a box containing the anti-vibration rubber, and then attaching the whole box to the sleepers, There is a method in which a sleeper is put in a mold, rubber is injected into a gap provided between the mold and the sleeper, the mold is heated, and the rubber is brought into contact with the sleeper to attach the sleeper.
しかし、これ等の取付け方法はそれぞれ次のような問
題点を有している。However, these mounting methods have the following problems, respectively.
の取付け方法は、まくらぎの水分により接着強度に
むらが生じ、防振ゴムが剥がれることがある。As for the method of attaching, the moisture of the sleeper may cause uneven adhesive strength and the anti-vibration rubber may peel off.
の取付け方法は、箱の製作費を必要とする。 The mounting method requires a box manufacturing cost.
の取付け方法は、まくらぎを加熱する専用の機械装
置を必要とする。The mounting method requires a dedicated mechanical device for heating the sleepers.
課題を解決するための手段 本考案は、コンクリート製まくらぎの下面、側面さら
には端面に密着した形状を有する補強材入り防振ゴムに
まくらぎ埋め込み部を突設し、該埋め込み部を前記まく
らぎに埋設固定することにより、前記の課題を解決した
ものである。Means for Solving the Problems The present invention provides a sleeper-embedded portion projecting on a vibration-proof rubber containing a reinforcing material having a shape closely attached to a lower surface, a side surface, and an end surface of a concrete sleeper, and the embedded portion is used as the sleeper. The above-mentioned problem is solved by being embedded and fixed in.
作用 補強材は、防振ゴムを所定の形状に保持することがで
きる強度に補強する。Action The reinforcing material reinforces the anti-vibration rubber to have a strength capable of holding it in a predetermined shape.
コンクリート製まくらぎを作るとき、予め、コンクリ
ートの型枠内に防振ゴムを入れておくことによって、防
振ゴムの埋め込み部がまくらぎに埋め込まれ、防振ゴム
はまくらぎと一体になる。When a concrete sleeper is made, by inserting a vibration-proof rubber into a concrete formwork in advance, an embedded portion of the vibration-proof rubber is embedded in the sleeper, and the vibration-proof rubber is integrated with the sleeper.
実施例 以下、本考案の実施例を図面に基づいて説明する。Embodiment An embodiment of the present invention will be described below with reference to the drawings.
防振ゴム10は、コンクリート製まくらぎ11とコンクリ
ート道床12との間に具えられ、まくらぎ11を弾性的に支
持し、レールR上を走行する車両の振動を緩衝するもの
である。防振ゴム10は、天然ゴム、合成ゴム、或いは、
プラスチック系、シリコン系のゴム、再生ゴム等の弾性
体で形成される。The anti-vibration rubber 10 is provided between the concrete sleeper 11 and the concrete roadbed 12, elastically supports the sleeper 11 and absorbs vibration of a vehicle traveling on the rail R. Anti-vibration rubber 10 is made of natural rubber, synthetic rubber, or
It is made of an elastic material such as plastic rubber, silicon rubber, and recycled rubber.
第6図に示すように、防振ゴム10は底部21と、底部21
の左右両側で略々垂直に立っている側部22,22とを有し
ている。側部22,22はまくらぎ11の側面31,31に密着する
部分である。側部22,22の上端で内側に突出した部分
は、埋め込み部23,23である。As shown in FIG. 6, the anti-vibration rubber 10 has a bottom portion 21 and a bottom portion 21.
And has side portions 22, 22 that are substantially vertically standing on both left and right sides of the. The side portions 22 and 22 are portions that are in close contact with the side surfaces 31 and 31 of the sleeper 11. The portions projecting inward at the upper ends of the side portions 22, 22 are embedded portions 23, 23.
防振ゴム10の内部には、3本の補強材13が埋め込まれ
ている。Inside the anti-vibration rubber 10, three reinforcing materials 13 are embedded.
補強材13(第4図乃至第6図参照)は四辺形の枠の上
辺中央部の一部分が取り除かれたような形状をしてい
る。補強材13の先端51,51は、埋め込み部23,23から内側
に突出している。埋め込み部23と、補強材13の先端51
は、後述するように、コンクリート製まくらぎ11の下部
32に埋め込まれる。The reinforcing member 13 (see FIGS. 4 to 6) has a shape in which a part of the central portion of the upper side of the quadrilateral frame is removed. The tips 51, 51 of the reinforcing member 13 project inward from the embedded portions 23, 23. The embedded portion 23 and the tip 51 of the reinforcing material 13
Is the bottom of the concrete sleeper 11, as described below.
Embedded in 32.
まくらぎ11の両端部に配置される他の形態の防振ゴム
40は、前記防振ゴム10と同様にまくらぎ11と道床12との
間に具えられ、まくらぎ11の下面33、側面31,31、端面3
4を弾性的に支持する役目をしている。Other forms of anti-vibration rubber placed on both ends of sleeper 11
40 is provided between the sleeper 11 and the roadbed 12 similarly to the vibration-proof rubber 10, and the lower surface 33, the side surfaces 31, 31, the end surface 3 of the sleeper 11 are provided.
It serves to elastically support 4.
防振ゴム40は、まくらぎ11の下面33、側面31,31、端
面34にそれぞれ密着する底部41、側部42,42、端部43を
有している。側部42,42の上端で内側に突出している部
分は、埋め込み部44,44である。The anti-vibration rubber 40 has a bottom portion 41, side portions 42, 42, and an end portion 43 that are in close contact with the lower surface 33, the side surfaces 31, 31, and the end surface 34 of the sleeper 11, respectively. The portions projecting inward at the upper ends of the side portions 42, 42 are embedded portions 44, 44.
防振ゴム40の内部には、第7、第8、第9図に示すよ
うに、補強材14,15,15が埋め込まれている。補強材14の
形状は前記補強材13と同一である。補強材14の先端61,6
1は埋め込み部44,44から内側に突出している。As shown in FIGS. 7, 8 and 9, reinforcing members 14, 15 and 15 are embedded inside the vibration-proof rubber 40. The shape of the reinforcing material 14 is the same as that of the reinforcing material 13. Reinforcement 14 tip 61,6
1 projects inward from the embedded portions 44, 44.
補強材15は、コの字の形状をしており、補強材40の端
部43に埋め込まれる。補強材15の一方の先端71は、端部
43の上部から内側に突出している。The reinforcing material 15 has a U shape and is embedded in the end portion 43 of the reinforcing material 40. One end 71 of the reinforcing material 15 is an end
It protrudes inward from the upper part of 43.
なお、以上の補強材13,14,15は、鋼、プラスチック、
カーボン、ガラス等の材料によって作られた針金状の部
材である。又、補強材は網状の部材(図示省略)であっ
てもよい。The above reinforcing materials 13, 14, 15 are made of steel, plastic,
It is a wire-shaped member made of a material such as carbon or glass. The reinforcing material may be a mesh member (not shown).
以上の防振ゴム10,40は、次の方法によってまくらぎ1
1が作られる過程において取付けられる。The above anti-vibration rubber 10,40 can be used for sleepers 1 by the following method.
Installed in the process of making one.
先ず、コンクリート製まくらぎを作る型枠(図示省
略)内に防振ゴム10,40をそれぞれ2つずつ所定の位置
に入れる。なお、型枠はまくらぎを裏返ししたような形
状をしている。First, two anti-vibration rubbers 10 and 40 are put in predetermined positions in a mold (not shown) for making concrete sleepers. The formwork is shaped like an sleeper turned inside out.
次に、型枠内にコンクリートを流し込む。コンクリー
トが満杯になったとき、防振ゴム10,40の各埋め込み部2
3,23,44,44と、補強材13,14,15の各先端51,51,61,61,71
は、コンクリート内に埋め込まれる。Next, concrete is poured into the formwork. When the concrete is full, each embedded part 2 of the anti-vibration rubber 10,40
3,23,44,44 and each tip of the reinforcing material 13,14,15 51,51,61,61,71
Embedded in concrete.
コンクリートが固まった後、型枠を外すと、防振ゴム
10,40と一体になったまくらぎ11を裏返しの状態(第1
図において、まくらぎが天地逆になった状態)で取出す
ことができる。このとき、防振ゴムの埋め込み部はまく
らぎに埋め込まれ、且つ、防振ゴムの底部21,41,側面部
22,42、端部43はまくらぎに密着しているか、或いは、
多少埋め込まれている。When the formwork is removed after the concrete has set, the anti-vibration rubber
Sleeper 11 integrated with 10,40 is turned over (1st
In the figure, the sleeper can be taken out in the upside down position. At this time, the embedded portion of the anti-vibration rubber is embedded in the sleeper, and the bottom portions 21, 41 and side surface portions of the anti-vibration rubber are embedded.
22, 42, the end 43 is in close contact with the sleeper, or
Somewhat embedded.
その後、まくらぎは、プレストレスの導入、検査等の
工程を経て、製品になる。After that, the sleeper becomes a product through steps such as introduction of prestress and inspection.
このようにして作られた防振ゴム付きのまくらぎ11
は、次の2つの工事方法によって作られるコンクリート
道床に設置される。Sleepers with anti-vibration rubber made in this way 11
Will be installed on concrete roadbeds made by the following two construction methods.
第1の工事方法は、防振ゴム付きのまくらぎが設置で
きる大きさの孔が作られるように、所定の寸法の板枠を
組立て、その板枠外にコンクリートを流し込む方法であ
る。コンクリートが固まった後、まくらぎを前記孔内に
入れて固定する。最後にレールとまくらぎを締結するこ
とによって軌道が完成される。The first construction method is a method of assembling a plate frame having a predetermined size so that a hole having a size capable of installing a sleeper with a vibration-proof rubber is made, and pouring concrete outside the plate frame. After the concrete has set, sleepers are placed in the holes and fixed. Finally, the track is completed by fastening rails and sleepers.
第2の工事方法は、防振ゴム付きのまくらぎを配置
し、レールをまくらぎに締結する。この状態で、レール
が正規の位置に定まるようにまくらぎを仮支持してから
コンクリートを流し込み、軌道を完成させる方法であ
る、この工事方法の場合は、防振ゴム10,40が取付けら
れている部分以外の部分に、ポリエチレン、ポリプロピ
レン、ポリスチレン、ポリウレタン、フェノール等によ
って作られたフォーム(発泡)板80,80(第10図、第11
図参照)が接着剤によって貼り付けられる。フォーム板
80の断面形状はコの字になっている。又、フォーム板80
の高さと厚みは防振ゴムの高さと厚みと略々同一であ
る。The second construction method is to arrange sleepers with anti-vibration rubber and fasten the rails to the sleepers. In this state, the rails are temporarily supported so that the rails are set at the proper positions, and then concrete is poured into the rails to complete the track.In this construction method, the vibration-proof rubbers 10 and 40 are attached. Foam (foam) plates 80, 80 made of polyethylene, polypropylene, polystyrene, polyurethane, phenol, etc., on the parts other than the existing parts (Fig. 10, Fig. 11
(See the figure) is attached by an adhesive. Foam board
The cross-sectional shape of 80 is U-shaped. Also, foam board 80
The height and thickness of the anti-vibration rubber are almost the same as those of the anti-vibration rubber.
なお、道床が砂利の場合でも、防振ゴム付きのまくら
ぎにフォーム板80を取付け、まくらぎを砂利に埋め込ん
で軌道を作ることができる。Even if the roadbed is gravel, the foam plate 80 can be attached to the sleeper with the anti-vibration rubber, and the sleeper can be embedded in the gravel to form a track.
考案の効果 本考案の防振ゴムを埋め込んだコンクリート製まくら
ぎは次の効果を奏する。Effect of the Invention The concrete sleeper in which the anti-vibration rubber of the present invention is embedded has the following effects.
防振ゴム内に補強材が具えられているため、防振ゴム
は、安価な弾性体であっても、適切な硬さを得ることが
でき、形が崩れるようなことがなく、所定の形状を長期
間保持することができる。Since the anti-vibration rubber is equipped with a reinforcing material, the anti-vibration rubber can obtain appropriate hardness even if it is an inexpensive elastic body, and it does not lose its shape and has a predetermined shape. Can be held for a long time.
防振ゴムは、コンクリート製まくらぎの製作時に、コ
ンクリートに埋め込み部が埋め込まれ、コンクリートが
固まると同時にまくらぎと一体化させられるため、従来
必要としていた接着剤、箱、金型等が不要になり、安価
な防振ゴム付きまくらぎを得ることができる。Anti-vibration rubber does not require adhesives, boxes, molds, etc., which were required in the past, because the embedded part is embedded in the concrete when the concrete sleepers are manufactured, and the concrete solidifies and is integrated with the sleepers. It is possible to obtain an inexpensive sleeper with a vibration-proof rubber.
埋め込み部がまくらぎに埋め込まれるため、まくらぎ
に対する防振ゴムの密着状態を長期間保持することがで
き、従来必要としていたまくらぎと防振ゴムとの隙間に
入り込んだ砂利、土砂等の除去作業を行う必要がなくな
る。Since the embedding part is embedded in the sleeper, the close contact state of the anti-vibration rubber with the sleeper can be maintained for a long period of time, and the gravel, earth and sand, etc. that have entered into the gap between the sleeper and the anti-vibration rubber, which was required previously, can be removed. Eliminates the need to do work.
第1図は本考案の防振ゴムを埋め込んだコンクリート製
まくらぎの正面図、第2図は第1図の平面図、第3図は
第1図の左側面図、第4図は防振ゴムの平面図、第5図
は第4図の右側面図、第6図は第5図中6−6矢視断面
図、第7図は他の形態の防振ゴムの平面図、第8図は第
7図の右側面図、第9図は第8図中9−9矢視断面図、
第10図はフォーム板を具えた防振ゴム付きまくらぎの正
面図、第11図は第10図の平面図である。 10,40……防振ゴム 11……コンクリート製まくらぎ 12……コンクリート道床(道床) 13,14,15……補強材 23,44……埋め込み部FIG. 1 is a front view of a concrete sleeper in which a rubber cushion of the present invention is embedded, FIG. 2 is a plan view of FIG. 1, FIG. 3 is a left side view of FIG. 1, and FIG. 4 is a rubber cushion. FIG. 5, FIG. 5 is a right side view of FIG. 4, FIG. 6 is a sectional view taken along the line 6-6 in FIG. 5, and FIG. 7 is a plan view of another form of rubber cushion, FIG. Is a right side view of FIG. 7, FIG. 9 is a sectional view taken along the line 9-9 in FIG.
FIG. 10 is a front view of a sleeper with a vibration-proof rubber provided with a foam plate, and FIG. 11 is a plan view of FIG. 10,40 …… Vibration-proof rubber 11 …… Concrete sleepers 12 …… Concrete base (base) 13,14,15 …… Reinforcement 23,44 …… Embedded part
Claims (2)
に密着した形状を有する補強材入り防振ゴムにまくらぎ
埋め込み部を突設し、該埋め込み部を前記まくらぎに埋
設固定した、弾性を有するコンクリート製まくらぎ。1. An elastic concrete in which a sleeper-embedded portion is projectingly provided on a vibration-proof rubber containing a reinforcing material having a shape closely attached to a lower surface and a side surface of a concrete sleeper, and the embedded portion is embedded and fixed in the sleeper. Made sleepers.
び端面に密着した形状を有する補強材入り防振ゴムにま
くらぎ埋め込み部を突設し、該埋め込み部を前記まくら
ぎに埋設固定した、弾性を有するコンクリート製まくら
ぎ。2. A sleeper-embedded portion is projectingly provided on a vibration-proof rubber containing a reinforcing material, which has a shape in close contact with the lower surface, side surface and end surface of a concrete sleeper, and the embedded portion is embedded and fixed in the sleeper. A concrete sleeper that you have.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1990101618U JPH089201Y2 (en) | 1990-09-29 | 1990-09-29 | Concrete sleepers with elasticity |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1990101618U JPH089201Y2 (en) | 1990-09-29 | 1990-09-29 | Concrete sleepers with elasticity |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0461101U JPH0461101U (en) | 1992-05-26 |
| JPH089201Y2 true JPH089201Y2 (en) | 1996-03-13 |
Family
ID=31845234
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1990101618U Expired - Lifetime JPH089201Y2 (en) | 1990-09-29 | 1990-09-29 | Concrete sleepers with elasticity |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH089201Y2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0428881Y2 (en) * | 1984-10-18 | 1992-07-14 |
-
1990
- 1990-09-29 JP JP1990101618U patent/JPH089201Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0461101U (en) | 1992-05-26 |
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