JP2528673B2 - Synthetic resin core material - Google Patents

Synthetic resin core material

Info

Publication number
JP2528673B2
JP2528673B2 JP62244776A JP24477687A JP2528673B2 JP 2528673 B2 JP2528673 B2 JP 2528673B2 JP 62244776 A JP62244776 A JP 62244776A JP 24477687 A JP24477687 A JP 24477687A JP 2528673 B2 JP2528673 B2 JP 2528673B2
Authority
JP
Japan
Prior art keywords
core material
valley
synthetic resin
ribs
portions
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
Application number
JP62244776A
Other languages
Japanese (ja)
Other versions
JPS6490308A (en
Inventor
正憲 岩田
譲二 日野林
幸彦 原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Takiron Co Ltd
Original Assignee
Takiron Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Takiron Co Ltd filed Critical Takiron Co Ltd
Priority to JP62244776A priority Critical patent/JP2528673B2/en
Publication of JPS6490308A publication Critical patent/JPS6490308A/en
Application granted granted Critical
Publication of JP2528673B2 publication Critical patent/JP2528673B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Retaining Walls (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、合成樹脂製の芯材、特に地中の水分を側溝
等へ導いて排水するための面状排水材等の芯材として好
適に利用できる合成樹脂製の芯材に関する。
DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention is suitable as a core material such as a synthetic resin core material, particularly a planar drainage material for guiding water in the ground to a gutter or the like for drainage. The present invention relates to a synthetic resin core material that can be used for.

〔従来の技術〕 トンネル、グランド、法面等の裏込め排水材として用
いられる面状排水材は地山の内部に水通路を形成し、そ
の水通路に集めた周囲の地山の水分を側溝等へ導いて排
水する役目を持っており、従来より合成樹脂製の芯材を
有する面状排水材が種々提案されている。
[Prior art] A planar drainage material used as backfill drainage material for tunnels, glands, slopes, etc. forms a water passage inside the ground, and the water in the surrounding ground collected in the water passage forms a gutter. It has a role of draining by guiding to other places, and conventionally, various planar drainage materials having a synthetic resin core material have been proposed.

例えば実公昭62-20499号公報に開示されている面状排
水材の芯材は、合成樹脂製のシートを素材とし、そのシ
ートを凹凸状に成形することにより形成された多数の山
形部分と谷形部分を有するものであって、その山形部分
の相互間、並びに谷形部分の相互間にそれぞれ形成され
る隙間空間や上記山形部分及び谷形部分に開設した多数
の通孔を水通路として利用できるようにしてある。
For example, the core material of the sheet drainage material disclosed in Japanese Utility Model Publication No. 62-20499 is made of a synthetic resin sheet, and a large number of ridges and valleys are formed by molding the sheet into an uneven shape. Having a shaped portion, the gap spaces formed between the respective mountain shaped portions and between the respective valley shaped portions, and a large number of through holes formed in the aforementioned mountain shaped portion and the valley shaped portion are used as water passages. I can do it.

また、上記シートの代わりに合成樹脂製のネットを凹
凸状に成形したものもある。
In addition, instead of the above sheet, there is also one in which a net made of synthetic resin is formed in an uneven shape.

〔発明が解決しようとする問題点〕 しかし、上記公報に開示されている芯材のようにシー
トを凹凸状に成形することにより山形部分と谷形部分を
形成するそれら各部分の成形個所でシートが延伸されて
特にそれら各部分の中央が薄肉になりやすく、そうなる
と山形部分や谷形部分を形成している樹脂層の腰が弱く
なり、芯材の厚み方向(山形部分の高さ方向又は谷形部
分の深さ方向)に作用する土圧等の荷重によって形崩れ
を起こしたり押し潰されるといった不都合を生じやす
く、そのような不都合を生じると水通路の広さが各部で
不均一になったり十分に広い水通路が確保されなくなり
排水性能が損なわれるという問題がある。また、延伸さ
れた合成樹脂は熱収縮を起こしやすいため、上記公報に
開示されている芯材は何かの原因で熱収縮して水通路が
狭くなるという問題もある。
[Problems to be Solved by the Invention] However, as in the core material disclosed in the above publication, the sheet is formed at the forming points of the respective peak-shaped portions and valley-shaped portions by molding the sheet in a concavo-convex shape. Of the resin layer forming the ridges and valleys is weakened, and the thickness direction of the core material (the height direction of the ridges or the valleys is reduced). It is easy to cause inconveniences such as deformation and crushing due to load such as earth pressure acting in the depth direction of the shape part, and if such inconvenience occurs, the width of the water passage will become uneven in each part There is a problem that a sufficiently wide water passage is not secured and drainage performance is impaired. In addition, since the stretched synthetic resin is apt to cause heat shrinkage, the core material disclosed in the above publication has a problem that the water passage is narrowed due to heat shrinkage for some reason.

合成樹脂製のネットを凹凸状に成形した芯材は、成形
技術上の問題から山形部分の頂部や谷形部分の底部に上
記ネットの縦糸又は横糸の交叉個所を位置させることが
困難で、上記頂部や底部に上記ネットの縦糸と横糸のみ
が通り縦糸と横糸の交叉個所が位置しないことが殆どで
ある。そのため、上記頂部や底部の耐圧強度が極端に低
下し、上記問題が一層顕著になる。
The core material formed by molding the net made of synthetic resin in an uneven shape is difficult to position the crossing point of the warp or weft of the above net at the top of the mountain-shaped portion or the bottom of the valley-shaped portion because of problems in molding technology. In most cases, only the warp threads and the weft threads of the net pass through the top or bottom, and the intersections of the warp threads and the weft threads are not located. Therefore, the pressure resistance of the top and bottom is extremely reduced, and the above problem becomes more remarkable.

本発明は以上の問題に鑑みてなされたもので、山形部
分及び谷形部分を延伸されていない複数の合成樹脂製の
リブにより構成し、かつ複数のリブの交叉個所を山形部
分の頂部と谷形部分の底部に位置させることにより、土
圧等の荷重によって形崩れを生じたり押し潰されたりし
にくく、しかもリブの相互間に十分に広い空間が確保さ
れる合成樹脂製の芯材を提供することを目的とする。
The present invention has been made in view of the above problems, and the mountain-shaped portion and the valley-shaped portion are constituted by a plurality of synthetic resin ribs that are not stretched, and the intersections of the plurality of ribs are the peaks and valleys of the mountain-shaped portion. Providing a core material made of synthetic resin that is positioned at the bottom of the shaped part to prevent it from deforming or being crushed by the load such as earth pressure, and that secures a sufficiently wide space between the ribs The purpose is to do.

〔問題点を解決するための手段〕[Means for solving problems]

上記目的を達成するため、本発明の合成樹脂製の芯材
は、多数の山形部分の頂部と多数の谷形部分の底部とが
平面視において規制的に配列され、山形部分の頂部とそ
の山形部分の周囲で隣接する複数の谷形部分の底部、並
びに谷形部分の底部とその谷形部分の周囲で隣接する複
数の山形部分の頂部とが間隔を隔てた複数のリブにより
一体に連結され、上記複数のリブが延伸されていない合
成樹脂成形品により構成されていることを特徴とする。
In order to achieve the above object, the synthetic resin core material of the present invention is such that the tops of a large number of chevron portions and the bottoms of a large number of trough portions are arranged in a regulated manner in plan view, and the tops of the chevron portions and their chevron shapes are formed. The bottoms of the valley portions adjacent to each other around the portion, and the bottom of the valley portion and the tops of the adjacent chevron portions around the valley portion are integrally connected by a plurality of spaced ribs. The plurality of ribs are composed of a synthetic resin molded product that is not stretched.

〔作用〕[Action]

上記構成の芯材に作用する厚み方向の荷重は山形部分
の頂部と谷形部分の底部とを連結する複数の延伸されて
いないリブによって支持される。そして、リブが延伸さ
れていない合成樹脂成形品であることとリブ同士の交叉
個所が上記頂部及び底部に位置することによって非常に
大きな強度が確保される。また、芯材は複数のリブによ
る立体構造体であるため、その内部に確保された広い空
間部分を例えば面状排水材の水通路として利用できる
上、芯材全体としては適度の可撓性を有する。
The load in the thickness direction acting on the core member having the above structure is supported by a plurality of unstretched ribs connecting the top of the chevron portion and the bottom of the trough portion. Further, since the rib is a synthetic resin molded product that is not stretched and the intersections of the ribs are located at the top and bottom, a very large strength is secured. Further, since the core material is a three-dimensional structure including a plurality of ribs, a wide space portion secured inside the core material can be used as, for example, a water passage for a planar drainage material, and the core material as a whole has an appropriate flexibility. Have.

〔実施例〕〔Example〕

第1図は本発明の実施例による芯材1の一部を切欠し
た縦断側面図、第2図は部分平面図、第3図は要部の概
略斜視図である。これらの図に示したように、上記芯材
1は多数の山形部分の頂部aと谷形部分の底部bとが平
面視において方形格子状に交互に配列されており、山形
部分の頂部aとその山形部分の周囲で隣接する四つの谷
形部分の底部bが等間隔を隔てた四つのリブ2…により
一体に連結されている。これらのリブ2…は谷形部分の
底部bとその谷形部分の周囲で隣接する複数の山形部分
の頂部aとを一体に連結するリブと共通である。リブ2
は上記頂部a及び上記底部bの近傍個所のみが円弧状に
湾曲しており、その他の部分は直線状になっていると共
に、その厚み寸法Tよりも幅寸法Hが大きな矩形断面を
有する細長い帯板状に成形されている。しかもリブ2は
合成樹脂、例えばポリ塩化ビニル樹脂やポリプロピレン
樹脂等の熱可塑性樹脂を上記形状に射出成形されたもの
であって、合成樹脂製のネットの縦糸や横糸を延伸する
ことにより形成されたものではない。なお、以上の説明
において、山形部分とは上記頂部aの周囲の山形に隆起
した部分を指し、谷形部分とは上記底部の周囲の谷形に
凹入した部分を指す。
FIG. 1 is a vertical sectional side view in which a part of a core material 1 according to an embodiment of the present invention is cut away, FIG. 2 is a partial plan view, and FIG. 3 is a schematic perspective view of a main part. As shown in these drawings, in the core material 1, a large number of peak-shaped portions a and valley-shaped bottom portions b are alternately arranged in a rectangular lattice pattern in plan view, and the peak portions a and The bottoms b of four valley-shaped portions adjacent to each other around the mountain-shaped portion are integrally connected by four ribs 2 at equal intervals. These ribs 2 are common to the ribs that integrally connect the bottom portion b of the valley-shaped portion and the top portions a of the plurality of mountain-shaped portions adjacent to each other around the valley-shaped portion. Rib 2
Is an elongated strip having a rectangular cross section in which only the portions in the vicinity of the top portion a and the bottom portion b are curved in an arc shape, and the other portions are linear, and the width dimension H is larger than the thickness dimension T thereof. It is shaped like a plate. Moreover, the rib 2 is formed by injection molding a synthetic resin, for example, a thermoplastic resin such as polyvinyl chloride resin or polypropylene resin, into the above-described shape, and is formed by drawing a warp or a weft of a synthetic resin net. Not a thing. In the above description, the chevron portion means a portion that is raised in a chevron shape around the top portion a, and the trough portion is a portion that is recessed in a trough shape around the bottom portion.

このような芯材1は、一対の合わせ金型のそれぞれに
リブ2…を成形するための溝形の成形面を形成し、その
金型を閉じて上記成形面に合成樹脂を圧入し、成形後に
離型することにより立体構造体の形で成形される。従っ
て、本発明の芯材は一回の成形で製造でき、従来のよう
に合成樹脂で一旦シートやネットを成形した後、さらに
それらを凹凸状に成形するといった二回の成形が必要な
ものに比べて成形工程が簡略化され、安上がりになる。
Such a core material 1 forms a groove-shaped molding surface for molding the ribs 2 on each of a pair of mating dies, closes the dies, and presses a synthetic resin into the molding surface to perform molding. It is molded in the form of a three-dimensional structure by releasing the mold later. Therefore, the core material of the present invention can be manufactured by one-time molding, and it is necessary to mold the sheet or net once with a synthetic resin as in the conventional method and then mold them into an uneven shape twice. In comparison, the molding process is simplified and the cost is low.

上記芯材1は山形部分の頂部a及び谷形部分の底部b
で四本のリブ2…が交叉していること、それらのリブ2
…の隣接するもの同士のそれぞれの幅方向が直交する方
向になっていること、及びリブ2…が延伸されていない
ために全長部分で均一な厚み寸法Tを有すること等が相
乗的に作用するために非常に大きな厚み方向の耐圧縮強
度を有する。そのために、面状排水材の芯材として用い
た場合には土圧に十分に対抗できるものとなり、山形部
分や谷形部分が形崩れしたり押し潰されたりしにくい。
しかも、芯材1はリブ2…による立体構造であって、リ
ブ2…の相互間の広い空間部分が水通路となるために長
期に亘って高い排水能力が具備される。それにもかかわ
らず芯材1の全体としては可撓性を具備するものである
ために上記芯材1を面状排水材の芯材として用いると、
地中の凹凸によくなじみ、集水能力が向上する。また、
第3図に仮想線で示したように山形部分の頂部aの裏面
と谷形部分の底部bの上面とにそれぞれ所定長さの突出
部6,7を突設しておけば、山形部分や谷形部分が土圧に
よって万一押し潰されるといった事態が生じても、上記
突出部6,7がスペーサとして機能して上記空間部分が完
全に解消してしまう事態が防止され、必要な排水能力が
最低限度は確保される利点がある。
The core 1 has a top portion a of a mountain portion and a bottom portion b of a valley portion.
That the four ribs 2 ... cross each other, and those ribs 2
The adjacent widths of the ... Are orthogonal to each other, and the ribs 2 are not stretched so that they have a uniform thickness T in the entire length portion, etc. Therefore, it has a very large compressive strength in the thickness direction. Therefore, when it is used as a core material for a planar drainage material, it can sufficiently resist earth pressure, and the ridges and valleys are unlikely to be deformed or crushed.
Moreover, the core material 1 has a three-dimensional structure with the ribs 2 ... And a wide space between the ribs 2 ... serves as a water passage, so that a high drainage capacity is provided for a long period of time. Nevertheless, since the core material 1 as a whole has flexibility, if the core material 1 is used as a core material for a planar drainage material,
Familiar with unevenness in the ground, water collection capacity is improved. Also,
As shown by the phantom lines in FIG. 3, if protrusions 6 and 7 of a predetermined length are respectively provided on the back surface of the top a of the mountain portion and the top surface of the bottom b of the valley portion, the mountain portion and Even if the valley portion is crushed by earth pressure, it is possible to prevent the above-mentioned protruding parts 6 and 7 from functioning as spacers and completely eliminating the above-mentioned space portion. However, there is an advantage that the minimum level is secured.

上記芯材1を面状排水材の芯材として利用するには、
第7図のように透水性を有する織布、不織布、編布、抄
紙等よりなる外皮3で芯材1を被覆し、地中に埋設した
ときに泥土が芯材1の空間部分に侵入しないようにして
おく。こうした場合、土圧によって外皮3が芯材1の山
形部分の内部や谷形部分の内部に押し込まれると、上記
空間部分が狭くなり、排水性能が損なわれる。これを制
御するには第4図のように山形部分の頂部a及び谷形部
分の底部bにそれぞれ突起4,5を一体に突出させておく
ことが有効である。こうしておくと、突起4,5が外皮3
に引っ掛かり、外皮3が山形部分の内部や谷形部分の内
部に押し込まれにくくなり、上記空間部分が狭くなるこ
とによる排水性能の低下が効果的に抑制される。
In order to use the core material 1 as a core material for a planar drainage material,
As shown in FIG. 7, when the core material 1 is covered with the outer skin 3 made of a water-permeable woven fabric, non-woven fabric, knitted fabric, papermaking, etc., the mud does not enter the space portion of the core material 1 when buried in the ground. Keep it. In such a case, when the outer cover 3 is pushed into the inside of the mountain-shaped portion or the inside of the valley-shaped portion of the core material 1 by the earth pressure, the above-mentioned space portion becomes narrow and the drainage performance is impaired. In order to control this, it is effective to integrally project the protrusions 4 and 5 on the top portion a of the mountain portion and the bottom portion b of the valley portion as shown in FIG. If you do this, the protrusions 4 and 5 will be the outer skin 3.
It is difficult for the outer skin 3 to be pushed into the inside of the mountain portion or the inside of the valley portion due to being caught in the area, and the deterioration of the drainage performance due to the narrowing of the space portion is effectively suppressed.

以上説明した実施例のリブ2はその幅寸法Hが全長で
均一になっているが、例えば第6図のように山形部分の
頂部aにおいてリブ2の幅寸法をその他の部分よりも幅
広にしておけば、上記頂部aが局部的に補強されて頂部
aが荷重によって拡開しにくくなり、土圧等の荷重に対
して一層強化される利点がある。従って第6図の構成に
することにより上記頂部aの拡開を防ぐために頂部aの
近傍でリブ2…をつなぐ環状の連結リブ等を設ける必要
はない。谷形部分の底部についても同様である。また、
上記実施例における山形部分の頂部aの構成は四本のリ
ブ2…が集合した十字構成になっているが、これ以外の
構成、例えば第5図のような円環状のリング板5によっ
て構成されていても、あるいは方形環状に構成されてい
ても、非環状の平板状に構成されていてもよい。これら
によると、頂部aに一定の平面性が具備されるため、頂
部aに作用する荷重が分散され、頂部aの耐変形性が向
上する。さらに山形部分の頂部と谷形部分の底部の配列
形状は格子状に限定されず、三角形状であっても亀甲状
であってもその他の形状であってもよい。
The width dimension H of the rib 2 of the embodiment described above is uniform over the entire length, but the width dimension of the rib 2 is made wider at the top a of the chevron portion than at other portions as shown in FIG. 6, for example. In this case, the top portion a is locally reinforced so that the top portion a is less likely to spread due to the load, and there is an advantage that the top portion a is further strengthened against a load such as earth pressure. Therefore, with the configuration shown in FIG. 6, it is not necessary to provide an annular connecting rib or the like for connecting the ribs 2 in the vicinity of the top a to prevent the top a from expanding. The same applies to the bottom of the valley portion. Also,
The top portion a of the mountain portion in the above embodiment has a cross-shaped configuration in which four ribs 2 are assembled, but other configurations, for example, an annular ring plate 5 as shown in FIG. May be formed, or may be formed in a square annular shape or a non-annular flat plate shape. According to these, since the top portion a has a certain flatness, the load acting on the top portion a is dispersed, and the deformation resistance of the top portion a is improved. Further, the arrangement shape of the top of the mountain portion and the bottom of the valley portion is not limited to the lattice shape, and may be a triangular shape, a hexagonal shape, or any other shape.

〔発明の効果〕〔The invention's effect〕

以上説明したように、本発明の芯材は一回の成形によ
り立体構造体の形で成形され、山形部分を及び谷形部分
を構成するリブが延伸されていないためにリブが熱収縮
を起こすおそれのないことは勿論、リブが規制正しく配
列されていることとリブの交叉個所が山形部分の頂部と
谷形部分の底部に位置することとが相乗的に作用し、芯
材全体に亘って均一でかつ大きな強度を持つ。そのため
本発明の芯材を面状排水材の芯材として用いた場合には
周囲の土圧によって山形部分や谷形部分が形崩れしたり
押し潰されたりしにくくなり、複数のリブの相互間の広
い空間部分が水通路として役立ち、しかも上記頂部と底
部が規制的に配列されているために水通路の広さが各部
で均一となる上、長期に亘って排水性能の低下を来さな
い面状排水材となる。
As described above, the core material of the present invention is molded in a shape of a three-dimensional structure by one molding, and the ribs forming the mountain-shaped portion and the valley-shaped portion are not stretched, so that the ribs cause thermal contraction. Of course, there is no fear that the ribs are arranged correctly and that the crossing points of the ribs are located at the top of the mountain portion and the bottom of the valley portion synergistically, and the entire core is covered. It has uniform and great strength. Therefore, when the core material of the present invention is used as the core material of the planar drainage material, it becomes difficult for the mountain-shaped portion and the valley-shaped portion to be deformed or crushed by the surrounding earth pressure, and between the plurality of ribs. The wide space part of the water serves as a water passage, and the top and bottom are arranged in a regulated manner, so that the width of the water passage is uniform in each part, and the drainage performance does not deteriorate for a long time. It becomes a surface drainage material.

また芯材全体としては適度の可撓性を持つために、本
発明の芯材を用いた面状排水材を地中に埋設した場合に
は、その面状排水材が地中の凹凸によくなじみ、集水能
力が向上する。
In addition, since the core material as a whole has moderate flexibility, when the planar drainage material using the core material of the present invention is buried in the ground, the planar drainage material is well protected from unevenness in the ground. Familiarity and water collection capacity is improved.

【図面の簡単な説明】[Brief description of drawings]

第1図は本発明の実施例による芯材の一部を切欠した縦
断側面図、第2図は部分平面図、第3図は要部の概略斜
視図、第4図は変形例の要部を示す概略斜視図、第5図
は他の変形例の要部を示す概略斜視図、第6図はさらに
他の変形例の要部を示す概略斜視図、第7図は芯材を面
状排水材として利用した場合の使用例を示す概略斜視図
である。 1…芯材、2…リブ、a…山形部分の頂部、b…谷形部
分の底部。
FIG. 1 is a vertical sectional side view in which a part of a core material according to an embodiment of the present invention is cut away, FIG. 2 is a partial plan view, FIG. 3 is a schematic perspective view of a main portion, and FIG. 4 is a main portion of a modified example. FIG. 5 is a schematic perspective view showing an essential part of another modification, FIG. 6 is a schematic perspective view showing an essential part of still another modification, and FIG. It is a schematic perspective view which shows the example of use at the time of utilizing as a drainage material. 1 ... Core material, 2 ... Rib, a ... Top of mountain portion, b ... Bottom of valley portion.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】多数の山形部分の頂部と多数の谷形部分の
底部とが平面視において規制的に配列され、山形部分の
頂部とその山形部分の周囲で隣接する複数の谷形部分の
底部、並びに谷形部分の底部とその谷形部分の周囲で隣
接する複数の山形部分の頂部とが間隔を隔てた複数のリ
ブにより一体に連結され、上記複数のリブが延伸されて
いない合成樹脂成形品により構成されていることを特徴
とする合成樹脂製の芯材。
1. The tops of a large number of chevron portions and the bottoms of a large number of valley portions are arranged in a restricted manner in a plan view, and the crests of the chevron portions and the bottoms of a plurality of valley portions adjacent to each other around the chevron portions are arranged. , And the bottom of the valley-shaped portion and the tops of a plurality of chevron-shaped portions adjacent to the valley-shaped portion are integrally connected by a plurality of spaced ribs, and the plurality of ribs are not stretched synthetic resin molding A core material made of synthetic resin, characterized in that it is made of a product.
JP62244776A 1987-09-29 1987-09-29 Synthetic resin core material Expired - Fee Related JP2528673B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62244776A JP2528673B2 (en) 1987-09-29 1987-09-29 Synthetic resin core material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62244776A JP2528673B2 (en) 1987-09-29 1987-09-29 Synthetic resin core material

Publications (2)

Publication Number Publication Date
JPS6490308A JPS6490308A (en) 1989-04-06
JP2528673B2 true JP2528673B2 (en) 1996-08-28

Family

ID=17123746

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62244776A Expired - Fee Related JP2528673B2 (en) 1987-09-29 1987-09-29 Synthetic resin core material

Country Status (1)

Country Link
JP (1) JP2528673B2 (en)

Also Published As

Publication number Publication date
JPS6490308A (en) 1989-04-06

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