JPS6033921B2 - How to install equipment etc. on the foundation - Google Patents
How to install equipment etc. on the foundationInfo
- Publication number
- JPS6033921B2 JPS6033921B2 JP55035974A JP3597480A JPS6033921B2 JP S6033921 B2 JPS6033921 B2 JP S6033921B2 JP 55035974 A JP55035974 A JP 55035974A JP 3597480 A JP3597480 A JP 3597480A JP S6033921 B2 JPS6033921 B2 JP S6033921B2
- Authority
- JP
- Japan
- Prior art keywords
- resin
- foundation
- pad
- impregnated
- sleepers
- 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
Links
Landscapes
- Railway Tracks (AREA)
- Bridges Or Land Bridges (AREA)
- Vibration Prevention Devices (AREA)
Description
【発明の詳細な説明】
本発明は装置等の基礎上への据付け方法更に詳細には軌
道におけるレールや枕木のレベル調整及び設置のためあ
るいはその他の装置類の裾付け方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for installing equipment on a foundation, and more particularly to a method for leveling and installing rails and sleepers on tracks, or for hemming other equipment.
第1図は従来の装置を据付ける方法を示すもので、装置
1を据付ける際は装置1の位置としベルをジャッキやラ
イナーなどであらかじめ決め、下面2と基礎3の間にラ
イナー4を挿入してその位置としベルに保持しておき、
更にその外方に型枠や粘士で堰5をつくった後、基礎3
と装置1の下面2の間隙に樹脂やセメント等のグラウト
材6を流し込んで固定する方法がとられている。Figure 1 shows the conventional method of installing the device. When installing the device 1, set the device 1 position, set the bell in advance with a jack or liner, etc., and insert the liner 4 between the bottom surface 2 and the foundation 3. Then hold the bell in that position,
Furthermore, after creating a weir 5 with formwork and clay on the outside, the foundation 3
A method of fixing the device 1 by pouring a grout material 6 such as resin or cement into the gap between the bottom surface 2 and the bottom surface 2 of the device 1 is used.
しかしこれでは装置1の外方に堰を作るのに時間と手間
がかかり、特に、小さい装置等が数多〈ある場合は不適
当であった。However, this takes time and effort to build a weir outside the device 1, and is not suitable especially when there are many small devices.
このため第2図示のように装置1の下面2を一度調整し
てできた間隙を再度拡大し、その間隙8に不織布9など
に液状の樹脂を含浸させたものを挿入し、次に装置1を
レベルダウンさせてから硬化させる方法がある。For this purpose, as shown in the second figure, the gap created by adjusting the lower surface 2 of the device 1 is enlarged again, a nonwoven fabric 9 or the like impregnated with liquid resin is inserted into the gap 8, and then the device 1 There is a way to lower the level and then harden it.
しかしかかる含浸パッド方式は、不織布に含浸した樹脂
が、パッドを間隙に挿入し、装置を所定のレベルにダウ
ンする際、流出して周囲を汚す欠点がある。However, such an impregnated pad method has a drawback that the resin impregnated into the nonwoven fabric leaks out and contaminates the surrounding area when the pad is inserted into the gap and the device is lowered to a predetermined level.
かかる欠点を除去するため、第3図示のようにレール1
0の下側の間隙内にあらかじめ樹脂等の充填材を注入す
る袋11を挿入しておき、レール10のレベルを調整し
たのち袋11内にその注入口12より樹脂13を注入す
る方法がある。In order to eliminate such defects, the rail 1 as shown in the third figure
There is a method in which a bag 11 for injecting a filler material such as resin is inserted in advance into the gap below 0, and after adjusting the level of the rail 10, resin 13 is injected into the bag 11 from the injection port 12. .
かかる方式は、あらかじめ挿入しておいた袋11に樹脂
13等を一杯に注入するだけであるから、施工がいたつ
て簡単であるが、一方、袋の下部と上部はいずれもレー
ル11及び基礎14と接着せず一体とならないと共に袋
11に接する面に激しい凹凸があると両者は密着せず空
隙ができるなどの欠点がある。本発明は以上の欠点を除
去するもので、装置と基礎の間隙を充填する際グラウト
材が流出するのを防止する堰を作る手間を省き、充填を
確実に行うことのできる軌道等の据付け用可変パッドを
用い装置を基礎上に裾付ける方法に関するものである。This method is easy to install because the resin 13 etc. is fully injected into the bag 11 that has been inserted in advance. If the bag 11 does not adhere to the bag 11 and is not integrated, and if the surface in contact with the bag 11 has severe unevenness, the two will not come into close contact with each other and a gap will be created. The present invention eliminates the above-mentioned drawbacks, and eliminates the trouble of creating a weir to prevent grout from flowing out when filling the gap between the equipment and the foundation, and is suitable for installing tracks, etc., which can ensure filling. The present invention relates to a method of hemming a device onto a foundation using a variable pad.
以下第4,5図につき本発明の実施例を詳細に説明する
。Embodiments of the present invention will be described in detail with reference to FIGS. 4 and 5 below.
本発明の実施に用いる可変パッド20は、第5図示のよ
うに液状樹脂を含浸保持し得る連続した紬孔を有する柔
軟性の樹脂含浸材21を有し、該樹脂舎浸材21は有機
、無機、金属等よりなる直径0.01側以上の繊維状物
を交絡加工して一体化したマット状物、あるいは軟質発
泡ウレタン等の連続気泡性欧質発泡体が用いられる。The variable pad 20 used for carrying out the present invention has a flexible resin impregnated material 21 having continuous holes capable of impregnating and retaining liquid resin as shown in FIG. A mat-like material formed by intertwining and integrating fibrous materials made of inorganic materials, metals, etc. with a diameter of 0.01 or more, or an open-cell foam such as soft urethane foam is used.
これを例えば直方体等の所要の大きさと形状に切断し、
その四側面に可操性あるいは伸縮性を有するプラスチッ
ク、ゴムあるいはこれ等の発泡物よりなる枠体22を接
着させてパッド23を構成する。含浸材用の繊維として
は、ナイロン、ポリエステル、ポリプロピレン等のモノ
フィラメントで直径0.01側以上、好ましくは0.1
〜0.5柳のモノフィラメントを綿状にかためたもの、
特にこれを交絡させたものが好ましい。Cut this into the required size and shape, such as a rectangular parallelepiped,
A pad 23 is constructed by adhering a frame 22 made of flexible or stretchable plastic, rubber, or foamed material thereof to its four sides. The fiber for the impregnating material is a monofilament of nylon, polyester, polypropylene, etc. with a diameter of 0.01 or more, preferably 0.1
~0.5 Willow monofilament hardened into cotton,
Particularly preferred are those in which these are intertwined.
繊維が細く目付けの大きい繊維マットは空隙が微小とな
って樹脂の浸透速度が遅くなるので好ましくない。有機
質以外ではガラスフアイ/ゞ一、ロックフアイ/ゞ一、
ステンレスファイバーが使用できる。樹脂舎浸材21は
圧縮した時少なくとも体積が3/4好ましくは1/2程
度まで圧縮され、荷重を除いた時にもとの大きさに復元
することが望ましい。樹脂舎浸材21の外周面のシール
用の枠体22としてはゴムあるいは発泡ポリヱチレン、
ゴム弾性を有する常温硬化性ウレタン、湿気硬化性シリ
コンなどで、これを枠状又はシート状に成形して樹脂舎
浸材21を因績するように接着し、あるいは液状樹脂を
樹脂舎浸村21の外周面に塗りつけて、硬化させる等に
よって取付ける。A fiber mat with thin fibers and a large basis weight is not preferable because the voids become small and the penetration rate of the resin becomes slow. Other than organic substances, glass fiber/ゞichi, lock fire/ゞichi,
Stainless fiber can be used. It is desirable that the resin material 21 is compressed to at least 3/4, preferably about 1/2, of its volume when compressed, and returns to its original size when the load is removed. The frame body 22 for sealing the outer peripheral surface of the resin housing material 21 is made of rubber or foamed polyethylene,
A room-temperature-curing urethane or moisture-curing silicone having rubber elasticity is molded into a frame or sheet shape and adhered to the resin material 21, or liquid resin is applied to the resin material 21. Attach by applying it to the outer circumferential surface and curing it.
かかる枠体22は装置の荷重による樹脂含浸材21の厚
み方向の伸縮に追従して、伸縮する必要がある。装置2
4は裾付ける際には第4図示のように基礎25上に本パ
ッド20を置いて装置24をその上にのせ、ジャッギや
ライナー等で装置24の位置やレベルを調整する。この
際装置等の下の空隙よりも厚めのパッド20を使用し、
樹脂含浸材を園縫した枠体の全周が少し圧縮された状態
になるようにパッドの厚さを選定する。かかる調整が完
了したらパッド20の中にグラウト材を一杯に充填する
。この際パッド20の側面がプラスチック又はゴム状物
等の枠体22でシールしてあり、しかも枠体22及び樹
脂舎浸材21は基礎25と装置24に圧接しているので
、グラウト材は枠体22内において外部に漏洩すること
なく樹脂含浸村21に含浸されて硬化するものである。
注入するグラウト材は常温硬化性で粘度が低い樹脂ど良
い。The frame body 22 needs to expand and contract in accordance with the expansion and contraction of the resin-impregnated material 21 in the thickness direction due to the load of the device. Device 2
4, when hemming, the main pad 20 is placed on the base 25 as shown in the fourth figure, the device 24 is placed on it, and the position and level of the device 24 is adjusted using a jug, a liner, etc. At this time, use a pad 20 that is thicker than the gap under the device, etc.
The thickness of the pad is selected so that the entire circumference of the frame body sewn with resin-impregnated material is slightly compressed. After this adjustment is completed, the pad 20 is completely filled with grout material. At this time, the side surface of the pad 20 is sealed with a frame 22 made of plastic or rubber-like material, and the frame 22 and the resin building infiltration material 21 are in pressure contact with the foundation 25 and the device 24, so the grout material is not attached to the frame. It is impregnated into the resin-impregnated village 21 and hardened within the body 22 without leaking to the outside.
The grout material to be injected should be a resin that hardens at room temperature and has low viscosity.
かかる注入用の硬化性樹脂としてはェポキシ樹脂、ウレ
タン樹脂、不飽和ポリエステル樹脂、フラン樹脂など常
温硬化性で、粘度が低く硬化収縮の少ないものが用いら
れる。内でもェポキシ樹脂は、硬化収縮が少なく他との
接着力が大きく、物性が強籾であるので最適である。第
6図は前記パッドを軌道に適用した場合を示すもので、
3川ま1型鋼よりなる橋梁、31は枕木、32はしール
でパッド20は枕木31と橋梁30の間に挿入し、グラ
ゥト材を樹脂舎浸材21に注入して固化したものである
。なおパッド20は、基体面と枕木、あるいはレールと
枕木等の間に介在させてこれらを一体に接合固定する場
合に用いてもよく、この場合もグラゥト材が漏れること
なく確実に接合効果等が得られる。As the curable resin for injection, those that are curable at room temperature, have low viscosity, and exhibit little curing shrinkage are used, such as epoxy resins, urethane resins, unsaturated polyester resins, and furan resins. Among them, epoxy resin is most suitable because it has little curing shrinkage, strong adhesion to other materials, and strong physical properties. FIG. 6 shows the case where the pad is applied to the track,
3. A bridge made of Type 1 steel, 31 is a sleeper, 32 is a seal, and a pad 20 is inserted between the sleepers 31 and the bridge 30, and grout material is injected into resin building material 21 and solidified. . Note that the pad 20 may be used to interpose between the base surface and sleepers, or between a rail and sleepers, etc., to join and fix these together, and in this case as well, the pad 20 can ensure the joint effect, etc. without leaking of the grout material. can get.
なお上記実施例では施工現場でグラゥト材を注入してい
るが、その硬化時間を設計し、現場工場であらかじめ注
入し、現場で挿入するようにしてもよい。In the above embodiment, the grout material is injected at the construction site, but the curing time may be designed, the grout material may be injected in advance at the on-site factory, and then inserted at the site.
以上のように本発明によれば従釆のような堰を作る必要
がなく、また、グラゥト材は弾性を有する枠体に園縞さ
れた樹脂含浸材に注入されて固化しその上面乃至下面に
接着するので安定であると共に周囲を汚染したり間隙を
発生したりすることがなく、またパッドの内部にはアン
カーボルト等を自由にセットでき、あらかじめレベル調
整用スベーサーを置くこともできるもので、多数ある枕
木の固定等に好適である。As described above, according to the present invention, there is no need to create a weir such as a weir, and the grout material is injected into the resin-impregnated material coated on the elastic frame and solidified, so that Since it is adhesive, it is stable and does not contaminate the surrounding area or create gaps. Also, anchor bolts etc. can be set freely inside the pad, and a level adjustment spacer can be placed in advance. Suitable for fixing a large number of railroad ties.
また、アンカーボルトがあらかじめセットしてある場合
は腰の強い繊維等の材料を樹脂舎浸材として用いると、
樹脂舎浸材の復元力で装置を持ち上げて浮かし、一方ア
ンカーボルトに蕨着するナットの綿付力で装置を押し下
げればそのレベルの調整が容易にできる特長もある。〔
実施例〕
直径0.5側のナイロンのモノフィラメントよりなる綿
状物(東レ製トレロック(登録商標)を20肌×30肌
×5肌角に切り短面4面に軟質の発泡性ウレタン液を塗
布して発泡硬化させパッドを作る。In addition, if the anchor bolts are set in advance, use a strong fiber or other material as the resin material.
Another feature is that the device can be lifted up and floated by the restoring force of the resin immersion material, while the level can be easily adjusted by pushing the device down with the force of the nut attached to the anchor bolt. [
Example] A cotton-like material made of nylon monofilament with a diameter of 0.5 (Toray's Trelock (registered trademark)) was cut into 20 squares x 30 squares x 5 squares and a soft foaming urethane liquid was applied to the four short sides. and harden the foam to make a pad.
鉄道橋梁の橋枕木を固定する際、枕木と橋梁の1型鋼の
間にパッドを挿入しボルトで規定のレベルまで枕木を締
めつけたのち、グラウト材として液体ェポキシ樹脂を注
入硬化させた。When fixing bridge sleepers on a railway bridge, pads were inserted between the sleepers and the Type 1 steel of the bridge, the sleepers were tightened to the specified level with bolts, and then liquid epoxy resin was injected as grout and hardened.
列車通過合間の短時間に効率よく枕木のレベル調整がで
きた。The level of the sleepers could be adjusted efficiently in the short time between passing trains.
第1〜第3図は従来の裾付法を示す説明図、第4図は本
発明の裾付法の説明図、第5図はパッドの斜視図、第6
図は本発明を軌道に適用した場合の斜視図である。
20・・・・・・パッド、21・・・・・・横脂含浸材
、22・・・・・・枠体。
多ヱ図
多2・図
多3図
多9図
多ク翼
多が鰯Figures 1 to 3 are explanatory diagrams showing the conventional hemming method, Figure 4 is an explanatory diagram of the hemming method of the present invention, Figure 5 is a perspective view of the pad, and Figure 6 is an explanatory diagram showing the hemming method of the present invention.
The figure is a perspective view when the present invention is applied to a track. 20... Pad, 21... Side fat impregnated material, 22... Frame. Many figs 2, 3 and 9 sardines
Claims (1)
細孔を有する樹脂含浸材に液状の常温硬化性樹脂よりな
るグラウト材を含浸させた可変パツドを置き、次いで装
置、レール、枕木等の据付物を前記可変パツド上に配置
させた後、前記グラウト材を硬化させることを特徴とす
る装置等を基礎上に据付ける方法。 2 樹脂含浸材は繊維状物を交絡させてマツト状にした
ものであることを特徴とする特許請求の範囲第1項記載
の装置等を基礎上に据付ける方法。[Scope of Claims] 1. A variable pad made of a resin-impregnated material having flexible and continuous pores in an elastic frame impregnated with a grout material made of a liquid cold-setting resin is placed on the foundation, and then a variable pad is placed on the foundation. A method for installing equipment, etc., on a foundation, characterized in that the grout material is cured after the installation equipment, rails, sleepers, etc. are placed on the variable pad. 2. A method for installing an apparatus or the like on a foundation as claimed in claim 1, wherein the resin-impregnated material is a mat-like material made by intertwining fibrous materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55035974A JPS6033921B2 (en) | 1980-03-21 | 1980-03-21 | How to install equipment etc. on the foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55035974A JPS6033921B2 (en) | 1980-03-21 | 1980-03-21 | How to install equipment etc. on the foundation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56131701A JPS56131701A (en) | 1981-10-15 |
| JPS6033921B2 true JPS6033921B2 (en) | 1985-08-06 |
Family
ID=12456877
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55035974A Expired JPS6033921B2 (en) | 1980-03-21 | 1980-03-21 | How to install equipment etc. on the foundation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6033921B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6175103A (en) * | 1984-09-19 | 1986-04-17 | 財団法人鉄道総合技術研究所 | gap filler |
| JP7798642B2 (en) * | 2022-03-23 | 2026-01-14 | 東海旅客鉄道株式会社 | Anti-derailment guard device for slab track and anti-derailment guard system for slab track |
-
1980
- 1980-03-21 JP JP55035974A patent/JPS6033921B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56131701A (en) | 1981-10-15 |
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