JPH03230908A - Manufacture of corrosion resistant composite concrete product - Google Patents

Manufacture of corrosion resistant composite concrete product

Info

Publication number
JPH03230908A
JPH03230908A JP2644590A JP2644590A JPH03230908A JP H03230908 A JPH03230908 A JP H03230908A JP 2644590 A JP2644590 A JP 2644590A JP 2644590 A JP2644590 A JP 2644590A JP H03230908 A JPH03230908 A JP H03230908A
Authority
JP
Japan
Prior art keywords
lining member
kneaded material
composite concrete
molding die
extrusion
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.)
Pending
Application number
JP2644590A
Other languages
Japanese (ja)
Inventor
Hiroshi Seto
博 瀬戸
Shigeru Saegusa
茂 三枝
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.)
TEIHIYUU KK
Original Assignee
TEIHIYUU 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 TEIHIYUU KK filed Critical TEIHIYUU KK
Priority to JP2644590A priority Critical patent/JPH03230908A/en
Publication of JPH03230908A publication Critical patent/JPH03230908A/en
Pending legal-status Critical Current

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  • Press-Shaping Or Shaping Using Conveyers (AREA)
  • Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

PURPOSE:To enable the corrosion resistant composite concrete product with its stable outer diameter-dimension to be effectively produced by a method in which kneaded material is extruded in the space between a lining member and a molding die, and the kneaded material and the lining member an integrally molded by said extrusion force, thereby producing the composite concrete object, and then it is pushed out forward. CONSTITUTION:The lining member 6 of tubular shape, U shape or flat plate-shape which has a number of the ribs 6' for fixing concrete on its outside and is made of synthetic resin is inserted into the molding die of the extrusion molding machine 1 which has the molding die 4 of the same shape as that of the lining member and then is set therein. From said extrusion molding machine, the kneaded part 8 which contains cement and aggregate as main raw material is extruded in the space between the lining member and the molding die, and be said extrusion pressure, the kneaded material and the lining member are integrally molded into a composite concrete object and then it is pushed out forward. Then the cement group-kneaded material 8 is cured by conventional method, whereby the composite concrete object 7 in which the lining member is integrally fixed onto its inner surface is obtained. By this producing method, while the kneaded material is uniformly laminated on the outside of the lining member, they are firmly bonded mutually by the ribs for fixing the concrete.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は耐食複合コンクリート製品、詳しくは内面を合
成樹脂のライニング部材で被覆したコンクリート管(埋
設管)、側溝、平板等の製造方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for producing corrosion-resistant composite concrete products, specifically concrete pipes (buried pipes) whose inner surfaces are covered with synthetic resin lining members, side gutters, flat plates, etc.

(従来の技術) 一般にコンクリート製品は耐酸性を有しておらず、特に
下水管渠に用いられるコンクリート管や側溝は管内を流
れる汚水の酸性により、又汚水より化学反応によって発
生する亜硫酸ガスや硫化水素ガスによって侵され、管が
ボロボロになり、土圧等によって座屈し、路面陥没を引
き起こすといった問題を生じる。
(Prior art) Concrete products generally do not have acid resistance, and in particular, concrete pipes and gutters used for sewer pipes are exposed to sulfur dioxide gas and sulfur, which are generated due to the acidity of the sewage flowing inside the pipes, and due to chemical reactions from the sewage. The pipes are eroded by hydrogen gas, become tattered, buckled by earth pressure, etc., and cause problems such as road surface depression.

この問題を解決するものとしてコンクリート管や側溝の
内面を合成樹脂材で被覆した複合コンリート管、側溝が
開発されている。その複合コンクリート管、側溝、及び
平板の製造方法は、振動成形による方法である。
To solve this problem, composite concrete pipes and gutters have been developed in which the inner surface of concrete pipes and gutters are coated with a synthetic resin material. The method of manufacturing the composite concrete pipe, gutter, and flat plate is by vibration forming.

(発明が解決しようとする課題) 上記した従来の製造方法においては内・外型が必要であ
り、型体の組立て及び分解が成形品の製造毎に必要とな
り、作業に手数を要し、生産性を高めることが出来にく
いといった問題を有する。
(Problems to be Solved by the Invention) In the conventional manufacturing method described above, inner and outer molds are required, and the molds must be assembled and disassembled each time a molded product is manufactured, which is time-consuming and difficult to manufacture. The problem is that it is difficult to improve sexual performance.

本発明は上述した従来の技術の有する問題点に鑑みてな
されたものであり、その目的とするところは、外側面に
多数のコンクリート固着用リブを有した合成樹脂からな
る管状、又はU字状、又は平板状のライニング部材を、
ライニング部材と同形状の成形用ダイを有した押出成形
機の成形用ダイに挿入セットし、その押出成形機よりセ
メント及び骨材を主原料とした混練物をライニング部材
と成形用ダイとの空間部に押出し、その押出し圧によっ
て混練物とライニング部材とを合体させて複合コンクリ
ート品となして前方に押出し、しかる後、常法により養
生してセメント系混練物を固化し、内面にライニング部
材を一体に固着した複合コンクリート品を得ることを特
徴とする。
The present invention has been made in view of the problems of the prior art described above, and its object is to provide a tubular or U-shaped material made of synthetic resin with a large number of concrete-fixing ribs on the outer surface. , or a flat lining member,
It is inserted into the molding die of an extrusion molding machine that has a molding die of the same shape as the lining member, and from the extrusion molding machine, a kneaded material mainly made of cement and aggregate is mixed into the space between the lining member and the molding die. The mixture and lining material are combined by the extrusion pressure to form a composite concrete product and extruded forward, and then cured in a conventional manner to solidify the cement mixture, and the lining material is formed on the inner surface. It is characterized by obtaining a composite concrete product that is fixed in one piece.

上記合成樹脂のライニング部材の外側面に設けられるコ
ンクリート固着用リブは、ライニング部材が管状である
場合は該管体の軸芯と平行ならしめて放射状に設けられ
、且つ固着用リブの断面形状は略丁字形として混練物と
の結合が強固に行なわれるようにしである。
When the lining member is tubular, the concrete fixing ribs provided on the outer surface of the synthetic resin lining member are provided radially parallel to the axis of the tubular body, and the fixing ribs have an approximate cross-sectional shape. It has a T-shape to ensure a strong bond with the kneaded material.

又、管状のライニング部材は一体押出成形管、或いは周
方向に沿って複数の部材を継ぎ合せて形成した管の何れ
でもよく、その材質としては例えば硬質塩化ビニル樹脂
、硬質ポリエチレン、硬質ポリプロピレン等が挙げられ
る。
Further, the tubular lining member may be either an integrally extruded tube or a tube formed by joining a plurality of members together along the circumferential direction, and its material may include, for example, hard vinyl chloride resin, hard polyethylene, hard polypropylene, etc. Can be mentioned.

ライニング部材がU字状である場合は、その外側面にリ
ブが長平方向に沿って平行に形成され、平板状のライニ
ング部材にあってはその一側面にリブが平行に形成され
るものである。
When the lining member is U-shaped, ribs are formed parallel to the long plane direction on the outer surface of the lining member, and ribs are formed parallel to one side of the lining member when the lining member is flat. .

セメント及び骨材を主原料とした混練物の練り具合は固
練りとし、押出された状態で形状が安定し、且つその押
出し圧でライニング部材を一緒に移動させるものとする
。又、上記混練物には合成繊維、無機繊維等を適宜混練
しても良く、その場合繊維の形態は押出し成形に支障を
きたさない単繊維が好ましい。
The kneading condition of the kneaded product made of cement and aggregate as main raw materials shall be hard, so that the shape is stable in the extruded state, and the lining member is moved together by the extrusion pressure. Further, synthetic fibers, inorganic fibers, etc. may be appropriately kneaded in the above-mentioned kneaded material, and in this case, the form of the fibers is preferably a single fiber that does not interfere with extrusion molding.

更に合成樹脂製のライニング部材は前述した形態のまま
でもよいが、該部材の外側に、補強鉄筋を軸方向、又は
軸方向及び周方向に組み付けたちのを使用してもよい。
Further, the synthetic resin lining member may remain in the form described above, but reinforcing reinforcing bars may be assembled on the outside of the member in the axial direction, or in the axial and circumferential directions.

又、合成樹脂製のライニング部材の両端部はストレート
形状に限らず、予じめ外側に向けて略直角に折り曲げ加
工して突縁を有したものとするも任意である。
Further, both ends of the synthetic resin lining member are not limited to a straight shape, and may optionally be bent outward at a substantially right angle to have a protruding edge.

複合コンクリート品の養生方法は、自然下に放置する常
温固化、或いは加温加湿固化の何れでもよいものである
The curing method for the composite concrete product may be either room-temperature curing by leaving it to stand naturally, or curing by heating and humidification.

(作用) 上記手段によれば、押出成形機の成形用ダイ内に一部を
臨ませて挿入されたライニング部材は、押出成形機より
押出される混練物の押出し圧によって一緒に引きつれら
れて成形用ダイ内を前方に移動し、ライニング部材の外
側に混練物が均等に積層されると共に、コンクリート固
着用リブによって強固に連結されて複合コンクリート品
が製造される。
(Function) According to the above means, the lining member inserted into the molding die of the extrusion molding machine so as to partially face the molding die is pulled together by the extrusion pressure of the kneaded material extruded from the extrusion molding machine. The kneaded material is moved forward in the molding die, and the kneaded material is evenly layered on the outside of the lining member, and is firmly connected by concrete fixing ribs to produce a composite concrete product.

(発明の効果) 本発明の耐食複合コンクリート製品の製造方法は、外側
面に多数のコンクリート固着用リブを有した合成樹脂か
らなる管状、又はU字状、又は平板状のライニング部材
を、ライニング部材と同形状の成形用ダイを有した押出
成形機の成形用ダイに挿入セットし、その押出成形機よ
りセメント及び骨材を主原料とした混練物をライニング
部材と成形用ダイとの空間部に押出し、その押出し圧に
よって混練物とライニング部材とを合体させて複合コン
クリート品となして前方に押出し、しかる後、常法によ
り養生してセメント系混練物を固化させるものであるか
ら、外径寸法の安定した製品を能率良く製造することが
出来る方法を提供できる。
(Effects of the Invention) The method for producing a corrosion-resistant composite concrete product of the present invention is to prepare a tubular, U-shaped, or flat lining member made of a synthetic resin and having a large number of concrete fixing ribs on the outer surface of the lining member. is inserted into the molding die of an extrusion molding machine that has a molding die of the same shape as the molding die, and from the extrusion molding machine, a kneaded material mainly made of cement and aggregate is placed in the space between the lining member and the molding die. Extrusion is performed, and the extrusion pressure combines the kneaded material and the lining member to form a composite concrete product, which is extruded forward.Then, the cement-based kneaded material is solidified by curing in a conventional manner, so the outer diameter dimension It is possible to provide a method for efficiently manufacturing stable products.

又、合成樹脂製のライニング部材の外側面に積層合体さ
せるセメント系混練物に合成繊維、無機繊維等を混入し
て押出し成形することにより、コンクリート製品の強度
を補強でき、曲げ強度、衝撃強度の向上した複合コンク
リート製品を能率良く製造することができる。
In addition, by mixing synthetic fibers, inorganic fibers, etc. into the cement mixture that is laminated on the outer surface of the synthetic resin lining member and extruding it, the strength of the concrete product can be reinforced and the bending strength and impact strength can be increased. Improved composite concrete products can be manufactured efficiently.

更に、上記合成樹脂製のライニング部材を予じめその側
端に外側方へ屈曲した突縁を有したものとした場合はコ
ンクリート管端又はU字形の側溝の小口(端面)も合成
樹脂材で被覆した複合コンクリート製品を能率良く製造
することができる。
Furthermore, if the above-mentioned synthetic resin lining member has an outwardly bent protrusion on its side end, the end of the concrete pipe or the edge (end face) of the U-shaped gutter may also be made of synthetic resin material. Coated composite concrete products can be manufactured efficiently.

尚、この小口が合成樹脂製のライニング部材によって被
覆されたものを従来方法の振動成形によって一体に得る
ことは出来ず、後加工によりコンクリート管両端より突
出した合成樹脂製管体の突出端を加熱して曲げることに
よって可能であるが、コンクリート管の小口との一体化
は望めないものである。
It should be noted that it is not possible to integrally obtain this edge covered with a synthetic resin lining member by conventional vibration molding, and the protruding ends of the synthetic resin pipe that protrude from both ends of the concrete pipe are heated during post-processing. Although it is possible to do this by bending the pipe, it is not possible to integrate it with the end of the concrete pipe.

(実施例) 以下、本発明の実施例を図面に基づいて説明すると、第
1図はコンクリート管に関する本製造方法の実施に使用
する製造装置を示し、図中、1はセメント系原料の混練
押出成形機、2は押出成形機の原料投入ホッパー、3は
押出成形機の押出スクリュ一部、4は成形用ダイ、5は
成形品を受けるパレット、6はコンクリート管の内面を
ライニングする合成樹脂製のライニング部材、7はダイ
4から押出された合成樹脂製のライニング部材6とコン
クリート管とが合体した複合コンクリート品である。
(Example) Hereinafter, examples of the present invention will be explained based on the drawings. Fig. 1 shows a manufacturing apparatus used to carry out the present manufacturing method regarding concrete pipes, and in the figure, 1 is a kneading and extrusion of cement-based raw materials. A molding machine, 2 is a raw material input hopper of the extrusion molding machine, 3 is a part of the extrusion screw of the extrusion molding machine, 4 is a molding die, 5 is a pallet for receiving molded products, 6 is a synthetic resin lining for the inner surface of a concrete pipe The lining member 7 is a composite concrete product in which a synthetic resin lining member 6 extruded from a die 4 and a concrete pipe are combined.

混練押出成形機1で混練し押出される混練物は、セメン
ト及び骨材としての砂を主原料とし、これに必要に応じ
て合成繊維、無機繊維等の短繊維を補強材として混入し
たもので、固練り状に混練されて押出される。
The kneaded material kneaded and extruded by the kneading extrusion molding machine 1 is made mainly of cement and sand as aggregate, with short fibers such as synthetic fibers and inorganic fibers mixed as reinforcing materials as necessary. , kneaded into a hard dough and extruded.

一方、押出成形機1の成形用ダイ4の中心を貫通移動す
る合成樹脂製のライニング部材6は耐食性に富んだ硬質
塩化ビニル樹脂によって所定の径寸法を有した管状に成
形されると共に、そのライニング部材の外周面には軸芯
と平行にコンクリート固着用リブ6′が放射状に突設さ
れている。
On the other hand, a lining member 6 made of synthetic resin that moves through the center of the molding die 4 of the extrusion molding machine 1 is formed into a tubular shape with a predetermined diameter using hard vinyl chloride resin with high corrosion resistance. Concrete fixing ribs 6' are provided radially projecting from the outer peripheral surface of the member in parallel with the axis.

上記のコンクリート固着用リブ6” はライニング部材
の外側に押出し積層されるコンクリート管との結合を強
固ならしめるもので、その断面形状は丁字形に形成され
ている。
The above-mentioned concrete fixing rib 6'' is for strengthening the connection with the concrete pipe extruded and laminated on the outside of the lining member, and has a T-shaped cross section.

以上の如く形成した合成樹脂製のライニング部材6を、
押出成形機1に設けた前後の支持環9゜9′によって成
形用ダイ4の中心にその中心を合致させて挿入セットし
、合成樹脂製のライニング部材6の外周面とダイ4の内
周面との間にセメント系混練物の押出される空間が区画
されるようにする。
The synthetic resin lining member 6 formed as described above is
The extrusion molding machine 1 is inserted and set by aligning its center with the center of the molding die 4 using the front and rear support rings 9°9' provided on the extrusion molding machine 1, and the outer circumferential surface of the synthetic resin lining member 6 and the inner circumferential surface of the die 4 are aligned. A space into which the cement-based kneaded material is extruded is defined between the two.

そして、合成樹脂製のライニング部材6はその先端を成
形用ダイ4内に臨ませ、押出成形機1よリセメント系混
練物8を成形用ダイ4内に押出すと、該セメント系混練
物8はライニング部材6の外面と成形用ダイ4の内面と
の間の空間部に押し出されてライニング部材6に積層さ
れ、該ライニング部材6を一緒に成形用ダイ4の前方へ
と移動させる。
Then, the synthetic resin lining member 6 has its tip facing into the molding die 4, and when the extruder 1 extrudes the cement-based kneaded material 8 into the molding die 4, the cement-based kneaded material 8 is It is pushed out into the space between the outer surface of the lining member 6 and the inner surface of the molding die 4 and is laminated on the lining member 6, and the lining member 6 is moved forward of the molding die 4 together.

そして、ライニング部材6の外周面にセメント系混練物
8が均等肉厚に積層一体化され、積層後は養生してセメ
ント系混練物を固化させることで複合コンクリート管が
得られる。
Cement-based kneaded material 8 is then integrally laminated with uniform thickness on the outer peripheral surface of lining member 6, and after lamination, the composite concrete pipe is obtained by curing and solidifying the cement-based kneaded material.

尚、上述の製造方法について、押出成形機1の成形用ダ
イ4に供給する合成樹脂製のライニング部材6を、その
両側端に半径方向に突出する突縁を有したものとした場
合は、ライニング部材6の外側に積層一体化されるコン
クリート管の端面小口を一体に被覆することが出来るも
のである。この場合、ライニング部材6を押出成形機1
内に移動可能に支持する構造は、前示実施例における支
持環9,9゛ による外面支持の手段が採用できないた
め、管状のライニング部材の内面を支えるような支持構
造を採用するものである。
Regarding the above manufacturing method, if the synthetic resin lining member 6 supplied to the molding die 4 of the extrusion molding machine 1 has projecting edges projecting in the radial direction at both ends thereof, the lining It is possible to integrally cover the end face of a concrete pipe that is laminated and integrated on the outside of the member 6. In this case, the lining member 6 is transferred to the extrusion molding machine 1.
The structure for supporting the tubular lining member so as to be movable inwardly supports the inner surface of the tubular lining member, since the means for supporting the outer surface using the support rings 9, 9' in the previous embodiment cannot be used.

以上はコンクリート管の場合について説明したが、本製
造方法は第3図に示すようにU字形をした側溝、及び第
4図に示すような平板の製造にも0 使用できるものである。
Although the above description has been made for the case of concrete pipes, this manufacturing method can also be used for manufacturing U-shaped gutters as shown in FIG. 3 and flat plates as shown in FIG. 4.

第3図に示すU字形の側溝の場合は、合成樹脂製のライ
ニング部材10をU字形に形成し、そのライニング部材
10の外側面にコンクリート固着用リブ1G’が長手方
向に沿って平行に突設されており、そうしたライニング
部材10を、上側の開口を下側に向けて(逆U字形)押
出成形機1に接続された同形状の成形用ダイ4゛に挿入
セットし、以下前示実施例と同様の操作を行なうことに
よって内面にライニング部材10を一体に合着したコン
クリート製側溝11を製造することができる。
In the case of the U-shaped gutter shown in Fig. 3, a synthetic resin lining member 10 is formed into a U-shape, and concrete fixing ribs 1G' protrude in parallel along the longitudinal direction on the outer surface of the lining member 10. The lining member 10 is inserted and set into a molding die 4 of the same shape connected to the extrusion molding machine 1 with the upper opening facing downward (inverted U-shape), and the above-mentioned procedure is carried out below. By performing the same operations as in the example, a concrete gutter 11 having the lining member 10 integrally bonded to the inner surface can be manufactured.

又、第4図に示す平板の場合は、合成樹脂製のライニン
グ部材12を平板状に形成し、その平板の一側面(裏面
)にコンクリート固着用リブ12°が平行に突設されて
おり、そのライニング部材12を上側に向けて成形用ダ
イ4”に挿入セットし、以下前示実施例と同様にセメン
ト系混線物を押し出すことにより平板状のライニング部
材12上にセメント系混練物8を所定厚さに積層一体化
でき、耐食複合コンクリート平板を製造することができ
る。
Further, in the case of the flat plate shown in FIG. 4, the synthetic resin lining member 12 is formed into a flat plate shape, and concrete fixing ribs 12° are protruded in parallel on one side (back side) of the flat plate. The lining member 12 is inserted and set into the molding die 4'' with the lining member 12 facing upward, and the cement-based mixture 8 is then extruded in the same manner as in the previous embodiment to form a predetermined amount of the cement-based mixture 8 on the flat lining member 12. It can be laminated to a certain thickness and can be integrated to produce corrosion-resistant composite concrete slabs.

1 法の実施に使用する装置の概略を示す斜視図、第2図は
製造された複合コンリート管の断面図、第3図及び第4
図は他の実施例を示す斜視図である。
1. A perspective view showing the outline of the equipment used to carry out the method, Figure 2 is a cross-sectional view of the manufactured composite concrete pipe, Figures 3 and 4 are
The figure is a perspective view showing another embodiment.

図中、1:押出成形機 6:合成樹脂製のライニング部材 6” :コンクリート固着用リブIn the figure, 1: Extrusion molding machine 6: Synthetic resin lining member 6”: Rib for fixing concrete

Claims (3)

【特許請求の範囲】[Claims] (1)外側面に多数のコンクリート固着用リブを有した
合成樹脂からなる管状、又はU字状又は平板状のライニ
ング部材を、ライニング部材と同形状の成形用ダイを有
した押出成形機の成形用ダイに挿入セットし、その押出
成形機よりセメント及び骨材を主原料とした混練物をラ
イニング部材と成形用ダイとの空間部に押出し、その押
出し圧によって混練物とライニング部材とを合体させて
複合コンクリート品となして前方に押出し、しかる後、
常法により養生してセメント系混練物を固化し、内面に
ライニング部材を一体に固着した複合コンクリート品を
得ることを特徴とする耐食複合コンクリート製品の製造
方法。
(1) Molding a tubular, U-shaped or flat lining member made of synthetic resin with a large number of concrete-fixing ribs on the outer surface using an extrusion molding machine equipped with a molding die of the same shape as the lining member. The extrusion molding machine extrudes a kneaded material mainly made of cement and aggregate into the space between the lining member and the molding die, and the extrusion pressure unites the kneaded material and the lining member. and extrude it forward as a composite concrete product, and then
A method for manufacturing a corrosion-resistant composite concrete product, which comprises curing and solidifying a cementitious mixture using a conventional method to obtain a composite concrete product having a lining member integrally fixed to the inner surface.
(2)上記混練物が合成繊維、無機繊維等を混入したも
のである請求項(1)記載の耐食複合コンクリート製品
の製造方法。
(2) The method for producing a corrosion-resistant composite concrete product according to claim (1), wherein the kneaded material contains synthetic fibers, inorganic fibers, etc.
(3)上記合成樹脂製のライニング部材がその両端を外
側に曲げ加工されて積層されるコンクリート層の端末を
被覆するようになっている請求項(1)記載の耐食複合
コンクリート製品の製造方法。
(3) The method for manufacturing a corrosion-resistant composite concrete product according to claim (1), wherein the synthetic resin lining member has both ends bent outward so as to cover the ends of the concrete layers to be laminated.
JP2644590A 1990-02-05 1990-02-05 Manufacture of corrosion resistant composite concrete product Pending JPH03230908A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2644590A JPH03230908A (en) 1990-02-05 1990-02-05 Manufacture of corrosion resistant composite concrete product

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2644590A JPH03230908A (en) 1990-02-05 1990-02-05 Manufacture of corrosion resistant composite concrete product

Publications (1)

Publication Number Publication Date
JPH03230908A true JPH03230908A (en) 1991-10-14

Family

ID=12193707

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2644590A Pending JPH03230908A (en) 1990-02-05 1990-02-05 Manufacture of corrosion resistant composite concrete product

Country Status (1)

Country Link
JP (1) JPH03230908A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06136999A (en) * 1992-10-27 1994-05-17 Sekisui Jushi Co Ltd Manufacture of concrete covering bar shape body

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06136999A (en) * 1992-10-27 1994-05-17 Sekisui Jushi Co Ltd Manufacture of concrete covering bar shape body

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