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JPH0470455B2 - - Google Patents
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JPH0470455B2 - - Google Patents

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Publication number
JPH0470455B2
JPH0470455B2 JP14841584A JP14841584A JPH0470455B2 JP H0470455 B2 JPH0470455 B2 JP H0470455B2 JP 14841584 A JP14841584 A JP 14841584A JP 14841584 A JP14841584 A JP 14841584A JP H0470455 B2 JPH0470455 B2 JP H0470455B2
Authority
JP
Japan
Prior art keywords
formwork
block
gutter
gutter block
drain hole
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
Application number
JP14841584A
Other languages
Japanese (ja)
Other versions
JPS6128643A (en
Inventor
Noboru Iwasaki
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.)
HOKUSHO SEMENTO KOGYOSHO KK
Original Assignee
HOKUSHO SEMENTO KOGYOSHO KK
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 HOKUSHO SEMENTO KOGYOSHO KK filed Critical HOKUSHO SEMENTO KOGYOSHO KK
Priority to JP14841584A priority Critical patent/JPS6128643A/en
Publication of JPS6128643A publication Critical patent/JPS6128643A/en
Publication of JPH0470455B2 publication Critical patent/JPH0470455B2/ja
Granted legal-status Critical Current

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  • Sewage (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Description

【発明の詳細な説明】 (イ) 産業上の利用分野 本発明は、水抜き穴を有する側溝ブロツクの製
造方法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (a) Field of Industrial Application The present invention relates to a method of manufacturing a gutter block having drainage holes.

(ロ) 従来の技術 従来、第7図に示すように、側溝ブロツクa
は、上側面部の所定個所に水抜き穴bを設けてい
るが、同水抜き穴bは、外側開口端b−1が内側
開口端b−2よりも大きく、しかも、内側面b−
3が内方先細り状のテーパー面に形成されてい
る。
(b) Conventional technology Conventionally, as shown in Fig. 7, gutter blocks a
The drain hole b is provided at a predetermined location on the upper side surface, but the outer opening end b-1 of the drain hole b is larger than the inner opening end b-2, and the inside surface b-
3 is formed in a tapered surface that tapers inward.

そして、そのブロツクの成形方法は、水抜き穴
用の中子を上側型枠に取付けて、型枠内で成形し
た側溝ブロツクaより上側型枠を上方に取外すこ
とにより、同水抜き穴bを形成する型枠の中子の
脱型が簡便に行えるようにしている。
The method for forming the block is to attach the core for the drain hole to the upper formwork, and remove the upper formwork above the gutter block a formed within the formwork, thereby forming the drain hole b. The core of the mold to be formed can be easily removed from the mold.

ところが、上記水抜き穴bの場合、外側開口端
b−1が大きく、それに比して内側開口端b−2
が小さいことにより、砂利c等が浸入しやすいと
共に、同砂利c等が詰まりやすいために、同水抜
き穴bが水抜き機能を果さなくなるという問題が
あつた。
However, in the case of the drain hole b, the outer opening end b-1 is large, and the inner opening end b-2 is larger than that.
Due to the small size of the holes, gravel c and the like tend to enter and become clogged, causing the problem that the drain hole b no longer functions as a drain.

そこで、側溝ブロツクの上側面部に形成する水
抜き穴の外側開口端を狭く、また内側開口端を広
くした逆テーパー状に形成して、砂利等の詰まり
を防止する側溝ブロツクが考えられた。
Therefore, a gutter block was devised in which the drain hole formed in the upper side of the gutter block is formed in a reverse tapered shape with a narrow outer opening end and a wide inner opening end to prevent clogging with gravel and the like.

(ハ) 発明が解決しようとする課題 しかし、上記の側溝ブロツクの成形方法は、水
抜き穴が容易に形成できるように、側溝ブロツク
の成形型枠の上面型枠の下面に、逆テーパー状の
水抜き穴用中子を突設しており、かかる状態にお
いて、型枠に流し込んだコンクリートに水抜き穴
の外側開口端が内側開口端よりも狭いために、上
面型枠に連結した中子を上方に抜くことができな
かつた。
(c) Problems to be Solved by the Invention However, in the method for forming gutter blocks described above, in order to easily form drainage holes, an inverted tapered shape is formed on the upper surface of the gutter block forming mold and the lower surface of the form. A core for the drainage hole is provided protrudingly, and in such a state, the outer opening end of the drainage hole is narrower than the inner opening end of the concrete poured into the formwork, so the core connected to the upper formwork is I couldn't pull it out upwards.

その為に、詰り防止機能を有する側溝ブロツク
は、一体成型にて製造することはできず、いまだ
に、実施できないものであつた。
For this reason, a gutter block having a clogging prevention function cannot be manufactured by integral molding, and has not yet been implemented.

(ニ) 課題を解決するための手段 本発明では、(イ)中空筒状の側溝ブロツクの上面
を形成する長尺矩形板状の底板型枠5の上側面の
周縁部に、前後左右側型枠を組立て、上部を開口
状とした型枠を形成し、 (ロ) 同底板型枠の上側面に、長手方向に間隔をあ
けて棒状とした複数個の嵌合突起を突設し、同
嵌合突起に、周面を下端に向けて漸次先細り状
のテーパー面とした複数個の水抜き穴用中子を
嵌合し、 (ハ) 同中子上に、中空筒状断面とする側溝ブロツ
クの中空部形成する内部型枠を載置して、上記
した型枠を形成する前後左右側型枠及び底板型
枠と、内部型枠との間にブロツク形成空間を形
成し、 (ニ) 同ブロツク形成空間に、コンクリートを流し
込み、その後一定の期間養生して同ブロツク形
成空間にて側溝ブロツクを成形し、 (ホ) 成形された側溝ブロツクの前後左右側面から
型枠を構成する前後左右側型枠を取外すと共
に、側溝ブロツクの中央から内部型枠を取外
し、 (ヘ) 同側溝ブロツク中空部の方向に、水抜き穴用
中子を側溝ブロツクより取外し、側溝ブロツク
の上側面部に外側開口端を内側開口端よりも幅
狭とした水抜き穴を具備する側溝ブロツクを製
造する、以上の工程からなる水抜き穴を有する
側溝ブロツクの製造方法を提供するものであ
る。
(d) Means for Solving the Problems In the present invention, (a) front, rear, left and right side molds are attached to the periphery of the upper surface of the long rectangular plate-shaped bottom plate form 5 that forms the upper surface of the hollow cylindrical gutter block. Assemble the frames to form a formwork with an open top; (b) protrude from the upper side of the bottom plate formwork a plurality of rod-shaped fitting protrusions at intervals in the longitudinal direction; A plurality of drain hole cores each having a tapered surface with a circumferential surface gradually tapering toward the lower end are fitted into the fitting protrusion, and (c) a side groove having a hollow cylindrical cross section is installed on the cores. (d) placing an internal formwork forming the hollow part of the block, and forming a block forming space between the internal formwork and the front, left and right side formworks and bottom plate formwork forming the above-mentioned formwork; Concrete is poured into the block forming space, and then cured for a certain period of time to form a gutter block in the same block forming space. At the same time as removing the formwork, remove the inner formwork from the center of the gutter block, (f) Remove the core for the drain hole from the gutter block in the direction of the hollow part of the gutter block, and open the outer opening in the upper side of the gutter block. The present invention provides a method for manufacturing a side gutter block having a drain hole, which comprises the steps described above, for manufacturing a side gutter block having a drain hole whose end is narrower than the inner open end.

(ホ) 作用 本発明では、底板型枠の上側面の周縁部に前後
左右側型枠を組立て、同型枠と内部型枠とのブロ
ツク形成空間にコンクリートを流し込むことによ
つて、中空筒状の側溝ブロツクを形成するもので
あるが、同底板型枠の上側面に設けた棒状の嵌合
突起に水抜き穴用中子を嵌合し、同中子上に内部
型枠を載置する為に、中空部と連通した水抜き穴
を有する側溝ブロツクを形成するものである。
(e) Effect In the present invention, the front, rear, left, and right side formwork are assembled on the periphery of the upper surface of the bottom plate formwork, and concrete is poured into the block forming space between the formwork and the inner formwork, thereby forming a hollow cylindrical shape. In order to form a gutter block, a core for the drain hole is fitted into a rod-shaped fitting protrusion provided on the upper side of the bottom plate formwork, and the internal formwork is placed on the same core. A gutter block having a drainage hole communicating with the hollow part is formed in the gutter block.

しかも、かかる中子は、その周面を下端に向手
漸次先細り状のテーパー面に形成されていること
により、成型した側溝ブロツクを反転させると、
側溝ブロツクの上面の外側開口端が内側開口端よ
りも狭幅状に形成され、砂利等の詰まりを防止す
る水抜き穴を一体に形成するものである。
In addition, since the core has a tapered surface that gradually tapers toward the lower end, when the molded gutter block is reversed,
The outer open end of the upper surface of the gutter block is formed narrower than the inner open end, and a drain hole is integrally formed therein to prevent clogging with gravel or the like.

また、この中子を取り外すには、養生した後
に、型枠より前後左右側型枠と、内部型枠を取り
外して、側溝ブロツクの中空部を形成し、同中子
の周面を下端に向けて先細り状のテーパー面に形
成している為に、底板型枠の嵌合突起より取り外
した際に、同中子を同中空部の方向に容易に脱去
するものである。
In addition, to remove this core, after curing, remove the front, rear, left, and right side formwork from the formwork and the internal formwork to form a hollow part of the gutter block, and then turn the circumferential surface of the core toward the lower end. Since the core is formed into a tapered surface, when it is removed from the fitting protrusion of the bottom plate formwork, the core can be easily removed in the direction of the hollow part.

(ヘ) 効果 本発明によれば、底板型枠の内側面に設けた突
起に取付けた水抜き穴用中子を逆テーパー状に形
成しているために、同中子を底板型枠により取り
外際に、内部型枠を取外して形成する側溝ブロツ
クの中空部の方向に容易に脱去させることによつ
て、一体成形にて、外側開口端を内側開口端より
狭幅状とした水抜き穴の側溝ブロツクを製造する
ことができる。
(F) Effect According to the present invention, since the core for the drain hole attached to the protrusion provided on the inner surface of the bottom plate form is formed in a reverse tapered shape, it is easy to remove the core from the bottom plate form. At the outside, by removing the inner formwork and easily removing it in the direction of the hollow part of the gutter block formed, the outer opening end is made narrower than the inner opening end by integral molding. Hole gutter blocks can be manufactured.

(ト) 実施例 本発明の実施例を図面にもとづき詳説すれば、
第1図の側面図において、Aは側溝ブロツクを示
しており、同側溝ブロツクAは、コンクリートに
より全体を縦長手矩形筒状に形成し、その中央に
中空部Sを有するものであり、しかも、上側面部
1の所定個所に、同ブロツクAの長手方向と直交
する方向へ長手状の水抜き穴Hを設けている。
(G) Embodiments The embodiments of the present invention will be explained in detail based on the drawings.
In the side view of FIG. 1, A indicates a gutter block, and the gutter block A is formed entirely of concrete into a vertically elongated rectangular cylindrical shape, and has a hollow portion S in the center. A longitudinal drainage hole H is provided at a predetermined location on the upper side portion 1 in a direction perpendicular to the longitudinal direction of the block A.

そして、側溝ブロツクAは、水抜き穴Hを介し
て、上側外方と内部空間とを連通状態にしてい
る。
The gutter block A communicates the upper outside with the internal space via the drain hole H.

さらに、水抜き穴Hは、外側開口端H−1を内
側開口端H−2よりも小さく形成し、その周側面
H−3を外側方に漸次先細り状としたテーパー面
に形成している。
Further, the drain hole H has an outer opening end H-1 smaller than an inner opening end H-2, and a peripheral side surface H-3 thereof is formed into a tapered surface that gradually tapers outward.

そこで、上記側溝ブロツクAを形成するための
型枠Mは、次のように構成されている。
Therefore, the formwork M for forming the above-mentioned gutter block A is constructed as follows.

すなわち、型枠Mは、第5図に示すように、側
溝ブロツクAの中空部Sとなる内部型枠2、前後
左右側型枠3,3,4,4、底板型枠5、そし
て、水抜き穴用中子6によりブロツク形成空間を
構成している。
That is, as shown in FIG. 5, the formwork M includes an internal formwork 2 which becomes the hollow part S of the gutter block A, front and rear and left and right side formworks 3, 3, 4, 4, a bottom plate formwork 5, and a water The core 6 for punching holes constitutes a block forming space.

かかる底板型枠5は、左右長手矩形板状に形成
し、上側面5−1の所定個所に所要個数の嵌合突
起7を突設して、同突起7に水抜き穴用中子6を
嵌合している。
The bottom plate form 5 is formed into a left and right longitudinal rectangular plate shape, and has a required number of fitting protrusions 7 protruding from predetermined positions on the upper side surface 5-1, and a drain hole core 6 is attached to the protrusions 7. They are mated.

かかる中子6は、周面6−1を下端方向へ先細
り状としたテーパー面に形成し、その内部に嵌合
空間10を縦方向に設けて、同空間10を介して
嵌合突起7に同中子6を着脱自在に構成して、隣
接する各中子6を連設板体8を介して一体に形成
している。
The core 6 has a circumferential surface 6-1 formed into a tapered surface tapered toward the lower end, and a fitting space 10 is vertically provided inside the core 6, and the fitting protrusion 7 is connected to the fitting protrusion 7 through the space 10. The cores 6 are configured to be detachable, and adjacent cores 6 are integrally formed via a continuous plate 8.

そして、各中子6により上下転倒状態に形成さ
れる側溝ブロツクAの上側面部1には、水抜き穴
Hを形成するものである。
A drain hole H is formed in the upper side part 1 of the side gutter block A which is formed in an up-and-down state by each core 6.

さらに、底板型枠5の上面外側周縁には、各々
薄肉矩形板状に形成した前後左右側型枠3,3,
4,4を、着脱自在に嵌合し、型枠Mを上部を開
口状とした左右長手箱型矩形状に形成し、しか
も、底板型枠5の上連結板体8上には内部型枠2
を横臥状態に載置して、型枠Mの上部の開口部よ
りブロツク形成空間にコンクリートを給材して側
溝ブロツクAを成形すべく構成しているものであ
る。
Further, on the outer periphery of the upper surface of the bottom plate form 5, front, rear, left and right side form frames 3, 3, each formed in the shape of a thin rectangular plate, are provided.
4, 4 are removably fitted together, and the formwork M is formed into a left and right longitudinal box-like rectangular shape with an open top. 2
The gutter block A is formed by placing the gutter block A in a lying position and supplying concrete from the upper opening of the formwork M into the block forming space.

さらに、前後側型枠3,3の中央部には、内部
型枠2の形状と相対する形状の抜去孔9,9を設
け、同抜去孔9,9に内部型枠2の両端部を嵌合
して、型枠Mに内部型枠2を保持している。
Further, removal holes 9, 9 having a shape opposite to the shape of the internal formwork 2 are provided in the center portions of the front and rear side formworks 3, 3, and both ends of the internal formwork 2 are fitted into the removal holes 9, 9. At the same time, the internal mold 2 is held in the mold M.

そして、脱型時に、前後側型枠3,3を取外
し、その後、内部型枠2の抜去を行うべく構成し
ている。
Then, at the time of demolding, the front and rear side molds 3, 3 are removed, and then the internal mold 2 is removed.

従つて、型枠Mの組立て作業は、前後左右側型
枠3,3,4,4、及び、底板型枠5により、上
端開口状の縦長手箱型矩形状に組立て、底板型枠
5より突設した嵌合突起7に嵌合空間10を介し
て水抜き穴用中子6を嵌装して、隣接する各中子
6の連結板体8上に内部型枠2を、前後側型枠
3,3の抜去孔9,9中に両側端挿通状態にて載
置するものである。
Therefore, the work of assembling the formwork M involves assembling it into a vertically elongated box-like rectangular shape with an open top end using the front, rear, left and right side formworks 3, 3, 4, 4 and the bottom plate formwork 5. The drain hole core 6 is fitted into the provided fitting protrusion 7 through the fitting space 10, and the inner formwork 2 is placed on the connecting plate 8 of each adjacent core 6, and the front and rear side formworks are It is placed in the removal holes 9, 9 of No. 3, 3 with both ends thereof inserted.

そして、ブロツク形成空間でコンクリートが硬
化した後における脱型作業は、先ず、前後左右側
型枠3,3,4,4を取外すと共に、内部型枠2
を抜去孔9を介して抜去して、成形された側溝ブ
ロツクAを、吊上げ装置等により吊上げて底板型
枠5より離脱させ、所定の場所に載置し、中空部
S内より、連結板体8を介して水抜き穴用中子6
を離脱するものである。
After the concrete has hardened in the block forming space, the demolding work first involves removing the front, rear, left and right side formworks 3, 3, 4, 4, and the internal formwork 2.
is pulled out through the extraction hole 9, and the molded side gutter block A is lifted up by a lifting device or the like and removed from the bottom plate formwork 5, placed in a predetermined place, and the connecting plate block A is removed from the hollow part S. Core 6 for drain hole through 8
.

この際、側溝ブロツクAの上側面部1は、底板
型枠5に面接する下側方位置にて形成され、同状
態において、水抜き穴Hは、内側開口端H−2を
外側開口端H−1よりも大きく形成しており、水
抜き穴用中子6を中空部Sの内方より離脱させる
ものである。
At this time, the upper side part 1 of the gutter block A is formed at a lower side position facing the bottom plate formwork 5, and in the same state, the drain hole H is formed so that the inner opening end H-2 is connected to the outer opening end H-2. -1, and allows the drain hole core 6 to be removed from the inside of the hollow part S.

かかる方法により、側面に下端先細り状のテー
パー面を形成した水抜き穴用中子を底面型枠の内
側面に設けた突起に着脱自在に取り付けている為
に、コンクリートを流しこんで硬化した後に、内
部型枠を取り外して、内部に中空部を形成し、同
中空部により同中孔は、中空部方向に取り外すこ
とができるようになり、外側開口端を内側開口端
よりも狭幅状にした水抜き穴を有する側溝ブロツ
クを一体に製造することができる。
With this method, the core for the drainage hole, which has a tapered surface at the bottom end on the side surface, is removably attached to the protrusion provided on the inner surface of the bottom formwork, so that it can be removed after concrete is poured and hardened. , the internal formwork is removed to form a hollow part inside, and the hollow part allows the hollow part to be removed in the direction of the hollow part, making the outer opening end narrower than the inner opening end. It is possible to integrally manufacture a gutter block with a drain hole.

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

第1図は、本発明による側溝ブロツクの一部切
欠側面図。第2図は、第1図の−線断面図。
第3図は、同ブロツクの平面図。第4図は、同要
部の拡大断面図。第5図は、同ブロツクの脱型説
明図。第6図は、第5図の−線断面図。第7
図は、従来説明図。 a:側溝ブロツク、H:水抜き穴、H−1:外
側開口端、H−2:内側開口端、2:内部型枠、
3:前後側型枠、4:左右側型枠、6:水抜き穴
用中子、7:嵌合突起。
FIG. 1 is a partially cutaway side view of a gutter block according to the present invention. FIG. 2 is a sectional view taken along the line -- in FIG. 1.
FIG. 3 is a plan view of the same block. FIG. 4 is an enlarged sectional view of the main part. FIG. 5 is an explanatory diagram of demolding the same block. FIG. 6 is a sectional view taken along the line -- in FIG. 5. 7th
The figure is a conventional explanatory diagram. a: Gutter block, H: Drain hole, H-1: Outside opening end, H-2: Inside opening end, 2: Internal formwork,
3: Front and rear formwork, 4: Left and right formwork, 6: Drain hole core, 7: Fitting protrusion.

Claims (1)

【特許請求の範囲】 1 (イ) 中空筒状の側溝ブロツクの上面を形成す
る長尺矩形板状の底板型枠5の上側面の周縁部
に、前後左右側型枠3,3,4,4を組立て、
上部を開口状とした型枠Mを形成し、 (ロ) 同底板型枠5の上側面に、長手方向に間隔を
あけて棒状とした複数個の嵌合突起7を突設
し、同嵌合突起7に、周面7−1を下端に向け
て漸次先細り状のテーパー面とした複数個の水
抜き穴用中子6を嵌合し、 (ハ) 同中子6上に、中空筒状断面とする側溝ブロ
ツクの中空部S形成する内部型枠2を載置し
て、上記した型枠Mを形成する前後左右側型枠
3,3,4,4及び底板型枠5と、内部型枠2
との間にブロツク形成空間を形成し、 (ニ) 同ブロツク形成空間に、コンクリートを流し
込み、その後一定の期間養生して同ブロツク形
成空間にて側溝ブロツクを成形し、 (ホ) 成形された側溝ブロツクの前後左右側面から
型枠Mを構成する前後左右側型枠3,3,4,
4を取外すと共に、側溝ブロツクの中央から内
部型枠2を取外し、 (ヘ) 同側溝ブロツク中空部Sの方向に、水抜き穴
用中子6を側溝ブロツクより取外し、側溝ブロ
ツクの上側面部に外側開口端を内側開口端より
も幅狭とした水抜き穴Hを具備する側溝ブロツ
クを製造する、 以上の工程からなる水抜き穴を有する側溝ブロ
ツクの製造方法。
[Scope of Claims] 1 (a) On the periphery of the upper side of the long rectangular plate-shaped bottom plate form 5 forming the upper surface of the hollow cylindrical gutter block, front, rear, left and right side formworks 3, 3, 4, Assemble 4,
A formwork M is formed with an open upper part, and (b) a plurality of rod-shaped fitting protrusions 7 are protruded from the upper side of the bottom plate formwork 5 at intervals in the longitudinal direction, and the fitting protrusions 7 are provided at intervals in the longitudinal direction. A plurality of cores 6 for drainage holes are fitted into the mating projections 7, and the circumferential surface 7-1 is tapered gradually toward the lower end. The inner formwork 2 forming the hollow part S of the side gutter block having a shaped cross section is placed, and the front, rear, left and right side formworks 3, 3, 4, 4 and the bottom plate formwork 5 forming the above-mentioned formwork M, Formwork 2
(d) pour concrete into the block forming space, then cure for a certain period of time and form gutter blocks in the same block forming space; (e) form gutter Front, rear, left and right side formworks 3, 3, 4, which constitute formwork M from the front, rear, left and right sides of the block.
At the same time, remove the inner formwork 2 from the center of the gutter block. A method for manufacturing a side gutter block having a drain hole, which comprises the steps described above, for manufacturing a side gutter block equipped with a drain hole H whose outer opening end is narrower than the inner opening end.
JP14841584A 1984-07-16 1984-07-16 Culvert block and molding thereof Granted JPS6128643A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14841584A JPS6128643A (en) 1984-07-16 1984-07-16 Culvert block and molding thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14841584A JPS6128643A (en) 1984-07-16 1984-07-16 Culvert block and molding thereof

Publications (2)

Publication Number Publication Date
JPS6128643A JPS6128643A (en) 1986-02-08
JPH0470455B2 true JPH0470455B2 (en) 1992-11-11

Family

ID=15452278

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14841584A Granted JPS6128643A (en) 1984-07-16 1984-07-16 Culvert block and molding thereof

Country Status (1)

Country Link
JP (1) JPS6128643A (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6143009U (en) * 1984-08-23 1986-03-20 セフテイ工業株式会社 Formwork for forming concrete blocks
JPH0485247U (en) * 1990-11-30 1992-07-24
JPH04118643U (en) * 1991-04-04 1992-10-23 日本特殊陶業株式会社 piezoelectric sensor
JP3310014B2 (en) * 1992-04-02 2002-07-29 黒田精工株式会社 U-axis mechanism connecting device
JP2558216B2 (en) * 1993-11-09 1996-11-27 合資会社協立生コン Method for manufacturing drainage concrete pipe
JP6741309B1 (en) * 2019-02-22 2020-08-19 中里産業株式会社 Drainage hole forming jig

Also Published As

Publication number Publication date
JPS6128643A (en) 1986-02-08

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