JPS6330772B2 - - Google Patents
Info
- Publication number
- JPS6330772B2 JPS6330772B2 JP11925381A JP11925381A JPS6330772B2 JP S6330772 B2 JPS6330772 B2 JP S6330772B2 JP 11925381 A JP11925381 A JP 11925381A JP 11925381 A JP11925381 A JP 11925381A JP S6330772 B2 JPS6330772 B2 JP S6330772B2
- Authority
- JP
- Japan
- Prior art keywords
- ground
- coil
- spacer
- insulating
- ground structure
- 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
- 239000000463 material Substances 0.000 claims description 27
- 125000006850 spacer group Chemical group 0.000 claims description 24
- 238000000034 method Methods 0.000 claims description 10
- 239000004020 conductor Substances 0.000 claims description 9
- 238000005339 levitation Methods 0.000 claims description 2
- 229920005989 resin Polymers 0.000 description 6
- 239000011347 resin Substances 0.000 description 6
- 238000009434 installation Methods 0.000 description 4
- 230000008646 thermal stress Effects 0.000 description 4
- 239000003677 Sheet moulding compound Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 239000004593 Epoxy Substances 0.000 description 2
- 239000002253 acid Substances 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229920001971 elastomer Polymers 0.000 description 2
- 239000003822 epoxy resin Substances 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 229920000647 polyepoxide Polymers 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 230000035882 stress Effects 0.000 description 2
- 229920001187 thermosetting polymer Polymers 0.000 description 2
- 229920006337 unsaturated polyester resin Polymers 0.000 description 2
- 229920001875 Ebonite Polymers 0.000 description 1
- 229920000459 Nitrile rubber Polymers 0.000 description 1
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 1
- 229920006311 Urethane elastomer Polymers 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 239000003054 catalyst Substances 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- -1 for example Polymers 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000006082 mold release agent Substances 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 230000005855 radiation Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000003856 thermoforming Methods 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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)
Description
【発明の詳細な説明】
本発明はリニアモータ地上設置コイルを地上構
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 of securing a linear motor ground-mounted coil to a ground 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つて生ずる電磁力
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 the track, 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 mode 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、この絶縁構造材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イングコンパウ
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 includes a coil conductor 2 in which a conductor is wound in a rectangular shape with multiple turns, and an insulating structure material 3 that is coated around the coil conductor 2 and has excellent weather resistance, water resistance, and mechanical strength.
It is made up of. Note that this insulating structure material 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。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。 The above-mentioned SMC is a semi-cured sheet made by mixing a thermosetting resin, such as an unsaturated polyester resin, with rectangular glass 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. 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の材料
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5の線膨張係数が異なることに
なる。このため、気温の変化や、日射による温度
上昇に伴い、地上設置コイル1あるいは地上構造
物5が熱応力によつて破壊する危険性が高かつ
た。 Conventionally, the ground-installed coil 1 having such a structure is
As shown in FIG. 3, it was directly buried and fixed in an above-ground structure 5. However, since aluminum is often used as the material for 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 5 are different. For this reason, there was a high risk that the ground-installed coil 1 or the ground structure 5 would be destroyed due to thermal stress due to temperature changes or temperature increases due to solar radiation.
そこで、地上設置コイル1と地上構造物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と地上構造物5の間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度のテーパ
を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90mmの場合は上部と底部の肉厚差は16〜
42mmとなる)。従つて、肉厚が著しく不均一とな
つて、絶縁構造材3にクラツクが発生し易く、ま
た絶縁構造材3の材料に無駄な部分が生ずる欠点
があつた。 Therefore, a method has been proposed in which a spacer is inserted between the ground installed coil 1 and the ground structure 5 to alleviate the thermal stress generated between the ground installed coil 1 and the ground structure 5. However, with this method, it is necessary to taper the side surface of the insulating structure material 3 at an angle of 10 to 25 degrees, so the wall thickness of the insulating structure material 3 at the bottom becomes much larger than at the top (for example, when the coil height is 90 mm) In the case of , the difference in wall thickness between the top and bottom is 16~
42mm). Therefore, the wall thickness becomes extremely non-uniform, and cracks are likely to occur in the insulating structural material 3, and there are disadvantages in that the material of the insulating structural material 3 is wasted.
ここで、絶縁構造材3の側面に10〜25度の角度
を持つ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 in the event of an accident, the spacer is removed from the ground structure 5 and the ground installation coil 1 is attached to the ground structure 5. This is so that it can be taken out from the groove.
本発明の目的は上記の欠点に鑑み、絶縁構造材
のクラツク発生を防止し、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 prevents the occurrence of cracks in 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り、地上設置コ
イルを地上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 low and it is almost impossible to take out the ground-mounted coil from the groove of the ground structure, we developed a flexible resin as a spacer material between the ground-mounted coil and the ground structure. This is achieved by using an impregnated laminate and by reducing the angle of the tapered portion provided on the side surface of the insulating structure material.
以下、本発明の一実施例を図面に従つて説明す
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
を用いて示してある。 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
囲を側面にテーパ付面4を有する絶縁構造材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、可とう性樹脂積層板はポ
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
てある。 The ground-installed coil 1 includes a coil conductor 2 formed by winding a conductor into a rectangular shape with a plurality of turns, and an insulating structural material 3 having a tapered surface 4 on the side surface 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. Note that 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 thermoforming 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
号を用いて示してある。この実施例の特徴はスペ
ーサ6が地上構造物5より抜け出しにくくするた
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 indicated using 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 slip 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.
σ=(α1−α2)×ΔT×E1/2×A1×E1×t/A3×E3
×l+1………(1)
但し、α1はコイルの線膨脹係数、α2は地上構造
物の線膨脹係数、ΔTはコイル埋設時からの温度
変化量、E1は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、A1はコイルの断面積、
A3は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はコイル一辺の長さを示してい
る。(1)式右辺の分母の値は必ず1より大きくな
り、またE1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大きくなり、これ
に伴つてコイルに生じる応力σは小さくなる。σ=( α1 − α2 )×ΔT× E1 /2× A1 × E1 ×t/ A3 × E3
×l+1……(1) However, α 1 is the linear expansion coefficient of the coil, α 2 is the linear expansion coefficient of the aboveground structure, ΔT is the amount of temperature change since the coil was buried, and E 1 is the average longitudinal elastic modulus of the coil. , E 3 is the longitudinal elastic modulus of the spacer in the thickness direction, A 1 is the cross-sectional area of the coil,
A 3 is the area of the spacer subjected to thermal stress, t is the thickness of the spacer, and l is the length of one side of the coil. The denominator value on the right side of equation (1) is always greater than 1, and the smaller E 3 is compared to E 1 or the larger the spacer value t, the larger the denominator value becomes. σ becomes smaller.
一方、地上構造物5とこれに埋設した地上設置
コイル1及びスペーサ6間の接着力は極く僅かで
あるため、第4図のx方向に対して力が加わる
と、θ=0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
あつても、地上設置コイル1と地上構造物5の間
に挾まれたスペーサ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。 On the other hand, since the adhesive force between the ground structure 5 and the ground installation coil 1 and spacer 6 buried therein is extremely small, when a force is applied in the x direction in FIG. There is a risk that the ground-installed coil 1 will fall off the ground structure 5. Furthermore, even if θ≠0 degrees, there is a risk that the spacer 6 sandwiched 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.
δP×t×cosδ/2×L×h×E3×sin2θ ………(2)
但し、Pはコイル全体にx方向へ加わる力、θ
はテーパ部の角度、Lは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<90度の範囲で大きくなるに従つ
て、cosθは減少し逆にsinθは増加するため、式(2)
に示す移動量δはθが小さくなるに従つて小さく
なることが分る。また、E3が大きくなるに従つ
てδは小さくなることが分る。δP×t×cosδ/2×L×h×E 3 ×sin 2 θ……(2) However, P is the force applied to the entire coil in the x direction, θ
is the angle of the tapered portion, L is the total length of the coil center line, and h is the height of the coil. As the angle θ of the tapered part increases in the range of 0 degrees < θ < 90 degrees, cos θ decreases and sin θ increases, so Equation (2)
It can be seen that the amount of movement δ shown in is smaller as θ becomes smaller. Furthermore, it can be seen that as E 3 increases, δ decreases.
従つて、式(1)及び(2)によつ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。また、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 running system. Furthermore, if the elastic modulus E 3 in the thickness direction of the spacer 6 is too large, the amount of movement δ becomes small, but the thermal stress σ generated in the coil becomes large. Conversely, if the spacer's elastic modulus E 3 in the thickness direction is made smaller, the stress σ generated in the coil becomes smaller, but the amount of movement δ increases, so the longitudinal elastic modulus E 3 of the spacer 6 in the thickness direction becomes a moderate value. There is a need to.
上記の考察より、スペーサ6の材質としてクツ
シヨ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0.2Kg/mm2程度で非常にやわらかく、
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。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つた。 Based on the above considerations, rubber with a cushioning effect can be considered as the material for the spacer 6, but rubber is usually very soft with a longitudinal elastic modulus of about 0.2 kg/mm 2 .
There is a concern that the repeated application of electromagnetic force will cause gradual wear. To prevent this wear,
It is possible to use hard rubber such as nitrile rubber or urethane rubber, but the former has poor ozone and acid resistance, and the latter has weak acid and alkali resistance, so it cannot be used in all weather conditions. For this reason, flexible resin-impregnated laminates have been used as spacer materials that have 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と地上構
造物5との間に、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
クラツ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 spacer 6 made of a flexible resin-impregnated laminate having appropriate hardness and excellent wear resistance is sandwiched between the ground-installed coil 1 and the ground structure 5. The angle of the taper portion provided on the side surface of the insulating structure material 3 can be made smaller, which has the effect of improving crack 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、絶縁構造材のクラツク発生を防止
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, cracks in the insulating structure material can be prevented. In addition, it is possible to provide a ground-installed coil fixing method that eliminates waste of materials.
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
より地上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
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。
1……地上設置コイル、2……コイル導体、3
……絶縁構造材、4……テーパ付面、5……地上
構造物、6……スペーサ、7……突起。
Figure 1 is a perspective view of a conventional ground-mounted coil;
The figure is a cross-sectional view of FIG. 1, FIG. 3 is a cross-sectional view showing a state in which a ground-installed coil is fixed to a ground structure according to the prior art, and FIG. 4 is an implementation of the ground-installed coil fixing method according to the present invention. Cross-sectional view showing an example, No. 5
The figure is a cross-sectional view showing another embodiment of the method for fixing a ground-installed coil according to the present invention. 1...Ground installation coil, 2...Coil conductor, 3
...Insulating structural material, 4...Tapered surface, 5...Ground structure, 6...Spacer, 7...Protrusion.
Claims (1)
リニア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-installed coil fixing method in which a ground-installed coil for levitation of a linear motor in which a rectangular coil conductor is coated with an insulating structure material is fixed to a groove of a ground structure via a spacer, a flexible resin-impregnated laminate is used as a spacer material. A ground-installed coil fixing method characterized by using a plate.
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 JPS5821802A (en) | 1983-02-08 |
| JPS6330772B2 true 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) |
Cited By (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
Cited By (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 |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5821802A (en) | 1983-02-08 |
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