JPS5821802A - Fixing of ground installation coil - Google Patents
Fixing of ground installation coilInfo
- Publication number
- JPS5821802A JPS5821802A JP11925381A JP11925381A JPS5821802A JP S5821802 A JPS5821802 A JP S5821802A JP 11925381 A JP11925381 A JP 11925381A JP 11925381 A JP11925381 A JP 11925381A JP S5821802 A JPS5821802 A JP S5821802A
- Authority
- JP
- Japan
- Prior art keywords
- ground
- coil
- spacer
- fixing
- ground installation
- 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.)
- Granted
Links
Classifications
-
- H—ELECTRICITY
- H01—ELECTRIC ELEMENTS
- H01F—MAGNETS; INDUCTANCES; TRANSFORMERS; SELECTION OF MATERIALS FOR THEIR MAGNETIC PROPERTIES
- H01F5/00—Coils
Landscapes
- Engineering & Computer Science (AREA)
- Power Engineering (AREA)
- Railway Tracks (AREA)
- Control Of Vehicles With Linear Motors And Vehicles That Are Magnetically Levitated (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】
本発明はりニアモータ地上設置コイル金地」二構造物に
固定する方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for fixing a near motor ground-mounted coil to a structure.
リニアモータの地上設置コイルは、地上に敷設された軌
道に取付けられ、電磁力により車両を走行させるコイル
である。このような地上設置コイルは軌道に取付けられ
て使用されるため、全天候に曝され、また車載コイルに
よって生ずる電磁力の影響も受ける。そこで、これらの
苛酷な条件に耐えるように、地上設置コイルとしては一
般に外装をモールド材で堅牢にモールドしたモールドコ
イルが使用されている。The ground-mounted coil of a linear motor is a coil that is attached to a track laid on the ground and uses electromagnetic force to drive a vehicle. Since such ground-mounted coils are used while being attached to tracks, they are exposed to all weather conditions and are also affected by electromagnetic forces generated by on-vehicle coils. Therefore, in order to withstand these harsh conditions, a molded coil whose exterior is robustly molded with a molding material is generally used as a ground-installed coil.
第1図及び第2図はこのような従来の地上設置コイルの
構造を示したものである。地上設置コイル1は導体を矩
形状に複数ターン巻回したコイル導体2と、このコイル
導体2の周囲を被覆した耐候性、耐水性及び機械強度の
優れた絶縁構造材3とで構成されている。なお、この絶
縁構造相3はその側面にテーパ付面4を有している。こ
の絶縁構造材3としてはシートモールディングコンパウ
ンド(以下SMCと称する)やレジンコンクリートある
いはエポキシモールドが用いられる。FIGS. 1 and 2 show the structure of such a conventional ground-installed coil. The ground-installed coil 1 is composed of a coil conductor 2 in which a conductor is wound in a rectangular shape with multiple turns, and an insulating structural material 3 that is coated around the coil conductor 2 and has excellent weather resistance, water resistance, and mechanical strength. . Note that this insulating structure phase 3 has a tapered surface 4 on its side surface. As this insulating structure material 3, sheet molding compound (hereinafter referred to as SMC), resin concrete, or epoxy mold is used.
上記SMCとは熱硬化性樹脂、例えば不飽和ポリエステ
ル樹脂にガラス矩繊維や粉末フイラ、触媒、内部離形剤
、顔料及び増粘剤等を混入して半硬化状にしたシートで
ある。また、上記レジンコンクリートとは熱硬化性樹脂
、例えば不飽和ポリエステル樹脂に砂利及び砂を混合し
たものである。The above-mentioned SMC is a semi-cured sheet made by mixing a thermosetting resin, such as an unsaturated polyester resin, with glass rectangular fibers, powder filler, catalyst, internal mold release agent, pigment, thickener, etc. The resin concrete is a mixture of thermosetting resin, for example, unsaturated polyester resin, with gravel and sand.
更に、上記エポキシモールドとは、エポキシ樹脂に硬化
剤及び粉末フイラを混合したものである。Furthermore, the above-mentioned epoxy mold is a mixture of an epoxy resin, a curing agent, and a powder filler.
このような構造の地上設置コイル1は、従来、第3図に
示すように地上構造物5へ直接埋設して固定されていた
。ところが、コイル導体2の拐料にはアルミニウムが多
く使用され地上構造物5はコンクリートで作られている
ため、地上設置コイル1と地上構造物50線膨張係数が
異なることになる。このため、気温の変化や、日射によ
る流度」−列に伴い、地上設置コイル1あるいはJm上
構造物5が熱応力によって破壊する危険性が高かった。Conventionally, the ground-installed coil 1 having such a structure has been directly buried and fixed in a ground structure 5 as shown in FIG. However, since a large amount of aluminum is used for the material of the coil conductor 2 and the ground structure 5 is made of concrete, the linear expansion coefficients of the ground installed coil 1 and the ground structure 50 are different. For this reason, there was a high risk that the ground-installed coil 1 or the Jm upper structure 5 would be destroyed by thermal stress due to changes in air temperature or changes in flow rate due to solar radiation.
そこで、地」二設置コイル1と地」−構造物5との間に
スペーサを挾み込むことにより、地上設置コイル1とf
lhJ−構造物5の開に生ずる熱応力を緩和する方法が
提案されている。ところがこの方法では、絶縁構造材3
の側面に角度10〜25度のテー7全付ける必要がある
ため、絶縁構造材3の肉厚が上部に比較し底部が非常に
大きくなる(例えばコイル高さ90mの場合は上部と底
部の肉厚差は16〜42mmとなる)。従って、肉厚が
著しく不均一となって、絶縁構造材3にクラックが発生
し易<、−1:た絶縁構造材3の材料に無駄な部分が生
ずる欠点があった。Therefore, by inserting a spacer between the ground-installed coil 1 and the ground-structure 5, the ground-installed coil 1 and the
A method has been proposed for alleviating the thermal stress caused by the opening of the lhJ-structure 5. However, in this method, the insulation structure material 3
Since it is necessary to attach the entire tape 7 at an angle of 10 to 25 degrees to the side of the insulating structure material 3, the wall thickness of the insulating structure material 3 at the bottom becomes much larger than that at the top (for example, if the coil height is 90 m, the thickness at the top and bottom The thickness difference is 16 to 42 mm). Therefore, the wall thickness becomes extremely non-uniform, and cracks are likely to occur in the insulating structure material 3.<, -1: There is a disadvantage that the material of the insulating structure material 3 is wasted.
ここで、絶縁構造材3の側面に10〜25度の角度を持
ったテーパが付される理由は、事故時等に地上構造物5
からスペーサを取出し、地上設置コイル1を地上構造物
5の溝より取出すことができるようにするためである。Here, the reason why the side surface of the insulating structure material 3 is tapered at an angle of 10 to 25 degrees is that the ground structure 5
This is so that the spacer can be taken out from the ground structure 5 and the ground installed coil 1 can be taken out from the groove of the ground structure 5.
本発明の目的は上記の欠点に鑑み、絶縁構造材のクラン
ク発生全防止し、且つ材料の無駄を省いた地上設置コイ
ル固定方法を提供するにある。SUMMARY OF THE INVENTION In view of the above-mentioned drawbacks, an object of the present invention is to provide a method for fixing a coil installed on the ground, which completely prevents the occurrence of cranking of the insulating structural material and eliminates waste of materials.
本発明により上記の目的は、地上設置コイルとして浮上
用地上コイルを対象とした場合は、使用電圧が低くまた
コイルの受ける電磁力も推進案内用地上コイルに比較し
て格段に小さいため、事故等が発生する確率が極めて低
くな9、地上設置コイルを地」二構造物の溝より取出す
ことはまずあり得ないことに着目し、地上設置コイルと
地上構造物との間に挾むスペーサ材として可とう性樹脂
含浸積層板を用い、且つ絶縁構造材の側面に設けるテー
パ部の角度を小さくすることにより達成される。The above object of the present invention is achieved by using a ground coil for levitation as a ground installation coil, since the operating voltage is low and the electromagnetic force that the coil receives is much smaller than that of a ground coil for propulsion and guidance. Focusing on the fact that the probability of this occurring is extremely low9 and that it is highly unlikely that a ground-mounted coil would be taken out of the groove of a ground-based structure, we developed a material that can be used as a spacer material between the ground-mounted coil and the above-ground structure. This is achieved by using a flexible resin-impregnated laminate and by reducing the angle of the tapered portion provided on the side surface of the insulating structural material.
以下、本発明の一実施例を図面に従って説明する。An embodiment of the present invention will be described below with reference to the drawings.
第4図は本発明に係る地上設置コイル固定方法の一実施
例を示す横断面図である。但し第1図乃至第3図と同様
あるいは同一構成部分は同一符号を用いて示しである。FIG. 4 is a cross-sectional view showing an embodiment of the ground-installed coil fixing method according to the present invention. However, similar or identical components to those in FIGS. 1 to 3 are indicated using the same reference numerals.
地上設置コイル1は導体を矩形状に複数ターン巻回した
コイル導体2と、このコイル導体2の周囲を側面にテー
パ何面4を有する絶縁構造相3でモールドして構成され
ている。このような構造の地上設置コイル1は、地上構
造物5との間に可とう性樹脂含浸積層板から成るスペー
サ6を介して埋設されている。なお、可とう他樹脂積層
板はポリエステル不織布を基材とし、可とう性エポキシ
樹脂を含浸させて加熱成形することにより製造しである
。The ground-installed coil 1 includes a coil conductor 2 formed by winding a conductor in a rectangular shape with a plurality of turns, and an insulating structure 3 having a tapered side surface 4 molded around the coil conductor 2. The ground-installed coil 1 having such a structure is buried between the above-ground structure 5 and a spacer 6 made of a flexible resin-impregnated laminate. The flexible resin laminate is manufactured by using a polyester nonwoven fabric as a base material, impregnating it with a flexible epoxy resin, and then heat-forming it.
第5図は本発明の他の実施例を示すものであり、第4図
と同様あるいは同一構成部分は同一符号を用いて示しで
ある。この実施例の特徴はスペーサ6が地上構造物5よ
り抜は出しにくくするため、スペーサ6に突起7を設け
た点にあり、他の構成は前述の実施例と同一である。FIG. 5 shows another embodiment of the present invention, in which similar or identical components to those in FIG. 4 are designated by the same reference numerals. The feature of this embodiment is that a protrusion 7 is provided on the spacer 6 in order to make it difficult for the spacer 6 to be pulled out from the ground structure 5, and the other configurations are the same as those of the previous embodiment.
上記の実施例の特徴は適当な硬さを持ち且つ耐摩耗性の
優れた可とう性樹脂含浸積層板から成るスペーサ6を設
けた点にあるが、以下この可とう性樹脂含浸積層板を選
んだ理由について述べる。The feature of the above embodiment is that the spacer 6 is made of a flexible resin-impregnated laminate having appropriate hardness and excellent wear resistance. I will explain why.
一般に、地上設置コイルと地上構造物との間へスペーサ
を挾んで埋設した場合、コイル端部に生ずる応力σは次
式で近似できる。Generally, when a spacer is buried between a ground-installed coil and a ground structure, the stress σ generated at the end of the coil can be approximated by the following equation.
但し、α1はコイルの線膨張係数、α2は地上構造物の
線膨張係数、ΔTはコイル埋設時からの温度変化量、E
1Fiコイルの平均縦弾性率、E3はスペーサの厚さ方
向縦弾性率、A+Uコイルの断面積、A3Fi熱応力を
受けるスペーサの面積、tはスペーサの厚さ及びlはコ
イル−辺の長さ7示している。(1)式右辺の分母の値
は必ずlより大きくなり、またE、に比べてE3が小さ
い程またはスペーサの値tが大きい程分母の値は太きく
なリ、これに伴ってコイルに生じる応力σは小さくなる
。However, α1 is the coefficient of linear expansion of the coil, α2 is the coefficient of linear expansion of the ground structure, ΔT is the amount of temperature change since the coil was buried, and E
1Fi coil's average longitudinal elastic modulus, E3 is spacer's longitudinal elastic modulus in the thickness direction, A+U coil cross-sectional area, A3Fi spacer area subject to thermal stress, t is spacer thickness, and l is coil-side length 7 It shows. The denominator value on the right side of equation (1) is always larger than l, and the smaller E3 is compared to E, or the larger the spacer value t, the thicker the denominator value becomes. Stress σ becomes smaller.
一ブバ地」−構造物5とこれに埋設した地上設置コイル
1及びスペーサ6間の接着力は橙く僅かであるため、第
4図のX方向に対して力が加わると、θ−〇度の場合、
地上設置コイル1は地上構造物5から脱落する危険があ
る。またθ\0度であっても、地上設置コイル1と地上
構造物5の間に挾捷れたスペーサ6が変形しコイルが地
上構造物5に対して移動する危険がある。このX方向の
移動量δは次式で表わせる。Since the adhesive force between the structure 5 and the ground-installed coil 1 and spacer 6 buried in it is orange and slight, when a force is applied in the X direction in Fig. 4, in the case of,
There is a risk that the ground-installed coil 1 will fall off the ground structure 5. Further, even if θ\0 degrees, there is a risk that the spacer 6 pinched between the ground-installed coil 1 and the ground structure 5 will deform and the coil will move relative to the ground structure 5. The amount of movement δ in the X direction can be expressed by the following equation.
但し、Ptdコイル全体にX方向へ加わる力、θはテー
パ部の角度、IJtコイル中心線の全長及びhはコイル
の高さを示している。テーパ部の角度θが0度〈θ〈9
0度の範囲で大きくなるに従って、CO5θは減少し逆
にsinθは増加するため、式(2)に示す移動量δば
θが小さくなるに従って小さくなることが分る。捷た、
E3が大きくなるに従つてδは小さくなることが分る。However, the force applied to the entire Ptd coil in the X direction, θ is the angle of the tapered portion, the total length of the IJt coil center line, and h is the height of the coil. The angle θ of the tapered part is 0 degrees〈θ〈9
CO5θ decreases and sinθ increases as it increases in the 0 degree range, so it can be seen that the movement amount δ shown in equation (2) decreases as θ decreases. I cut it,
It can be seen that as E3 becomes larger, δ becomes smaller.
従って、式(1)及び(2)によってテーパ部角度を小
さくすると移動量δが大きくなり、走行系に異常をきた
すことになる。丑た、スペーサ6の厚さ方向弾性率E3
が大き過ぎると移動量δは小さくなるが、コイルに生ず
る熱応力σが大きくなる。逆に、スペーサの厚さ方向縦
弾性率E3を小さくすると、コイルに生ずる応力σは小
さくなるが、移動量δが大きくなるため、スペーサ6の
厚さ方向縦弾性率E3は程良い値とする必要がある。Therefore, if the taper angle is made smaller according to equations (1) and (2), the amount of movement δ will increase, causing an abnormality in the traveling system. Ushita, thickness direction elastic modulus E3 of spacer 6
If is too large, the amount of movement δ will be small, but the thermal stress σ generated in the coil will be large. Conversely, if the longitudinal elastic modulus E3 in the thickness direction of the spacer is made smaller, the stress σ generated in the coil becomes smaller, but the amount of movement δ increases, so the longitudinal elastic modulus E3 in the thickness direction of the spacer 6 is set to a suitable value. There is a need.
上記の考察より、スペーサ6の材質としてクッション効
果のあるゴムが考えられるが、ゴムは通常縦弾性率が0
.2 Kq / mm 2程度で非常にやわらかぐ、繰
返し電磁力が加わることにより次第に摩耗していくこと
が懸念される。この摩耗を防ぐために、ニトリルゴムや
ウレタンゴムのような硬いゴムを使用することが考えら
れるが、前者は耐オゾン性耐酸性に弱く、後者は耐酸性
、耐アルカリ性に弱いため、全天候には使用できない欠
点がある。Based on the above considerations, rubber with a cushioning effect can be considered as the material for the spacer 6, but rubber usually has a longitudinal elastic modulus of 0.
.. It is very soft at around 2 Kq/mm2, and there is concern that it will gradually wear out due to repeated electromagnetic force. To prevent this wear, it is possible to use hard rubber such as nitrile rubber or urethane rubber, but the former is weak in ozone and acid resistance, and the latter is weak in acid and alkali resistance, so it cannot be used in all weather conditions. There is a drawback that it cannot be done.
このため、適度な硬さを持ち、且つ全天候に使用できる
スペーサ材質として可とう性樹脂含浸積層板が使用され
ることになった。For this reason, a flexible resin-impregnated laminate has been used as a spacer material that has appropriate hardness and can be used in all weather conditions.
本実施例によれば、地上設置コイル1と地−に構造物5
との間に、適当な硬さを持ち且つ酬摩耗性の優れた可と
う性樹脂含浸積層板から成るスペーサ6を挾んであるた
め、絶縁構造材3の側面に設けるテーパ部の角度を小さ
くすることができ、耐クランク性を向上させる効果があ
り、且つ絶縁構造材3の材料の無駄を省く効果がある。According to this embodiment, a ground-installed coil 1 and a structure 5 are installed on the ground.
Since a spacer 6 made of a flexible resin-impregnated laminate having appropriate hardness and excellent wear resistance is sandwiched between the insulation structure material 3 and This has the effect of improving crank resistance and reducing waste of the material of the insulating structure material 3.
以上の説明から明らかなように本発明によれば、地上設
置コイルと地上構造物との間に可とう性樹脂含浸積層板
から成るスペーサを介在させることにより、絶縁構造材
のクランク発生を防止し、且つ相別の無駄を省いた地上
設置コイル固定方法を提供することができる。As is clear from the above description, according to the present invention, by interposing a spacer made of a flexible resin-impregnated laminate between the ground-installed coil and the ground structure, cranking of the insulating structure material can be prevented. In addition, it is possible to provide a ground-installed coil fixing method that eliminates waste in each phase.
第1図は従来の地上設置コイルの斜視図、第2図は第1
図の■−■断面図、第3図は従来技術により地」二設置
コイルを地上構造物に固定した状態を示す横断面図、第
4図は本発明に係る地上設置(9)
コイル固定方法の一実施例を示す横断面図、第5図は本
発明に係る地上設置コイルの固定方法の他の実施例を示
す横断面図である。
■・・・地上設置コイル、2・・・コイル導体、3川絶
縁構造材、4・・・テーパ付面、5・・・地上構造物、
6・・・(10)
兇 1 目
拓 牟 国
拓 5 mFigure 1 is a perspective view of a conventional ground-mounted coil, and Figure 2 is a perspective view of a conventional ground-mounted coil.
Figure 3 is a cross-sectional view showing a ground-installed coil fixed to an above-ground structure according to the prior art, and Figure 4 is a ground-installed coil fixing method according to the present invention (9). FIG. 5 is a cross-sectional view showing another embodiment of the method for fixing a ground-installed coil according to the present invention. ■...Ground installation coil, 2...Coil conductor, 3 river insulation structure material, 4...Tapered surface, 5...Ground structure,
6...(10) 兇 1 METOKU MU KUNITOKU 5 m
Claims (1)
モータの浮上用地上設置コイルをスペーサを介して地上
構造物の溝へ固定する地上設置コイル固定方法において
、スペーサ材として可とう性樹脂含浸積層板を用いるこ
とを特徴とする地上設置コイル固定方法。1. In a ground-mounted coil fixing method in which a rectangular coil conductor is fully coated with an insulating structure or a near motor levitation ground-mounted coil is fixed to a groove of a ground structure via a spacer, flexible resin impregnation is used as a spacer material. A ground-installed coil fixing method characterized by using a laminate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11925381A JPS5821802A (en) | 1981-07-31 | 1981-07-31 | Fixing of ground installation coil |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11925381A JPS5821802A (en) | 1981-07-31 | 1981-07-31 | Fixing of ground installation coil |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5821802A true JPS5821802A (en) | 1983-02-08 |
| JPS6330772B2 JPS6330772B2 (en) | 1988-06-21 |
Family
ID=14756745
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11925381A Granted JPS5821802A (en) | 1981-07-31 | 1981-07-31 | Fixing of ground installation coil |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5821802A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0552573U (en) * | 1991-12-03 | 1993-07-13 | 石川島播磨重工業株式会社 | Intermediate heat exchanger |
-
1981
- 1981-07-31 JP JP11925381A patent/JPS5821802A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6330772B2 (en) | 1988-06-21 |
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