JP3002774B2 - Culvert pipe and its manufacturing equipment - Google Patents

Culvert pipe and its manufacturing equipment

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Publication number
JP3002774B2
JP3002774B2 JP8307858A JP30785896A JP3002774B2 JP 3002774 B2 JP3002774 B2 JP 3002774B2 JP 8307858 A JP8307858 A JP 8307858A JP 30785896 A JP30785896 A JP 30785896A JP 3002774 B2 JP3002774 B2 JP 3002774B2
Authority
JP
Japan
Prior art keywords
synthetic resin
culvert pipe
belt
net
extruder
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 - Lifetime
Application number
JP8307858A
Other languages
Japanese (ja)
Other versions
JPH10147927A (en
Inventor
幸生 才村
寛治 新宮
Original Assignee
株式会社成形技研
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Filing date
Publication date
Application filed by 株式会社成形技研 filed Critical 株式会社成形技研
Priority to JP8307858A priority Critical patent/JP3002774B2/en
Publication of JPH10147927A publication Critical patent/JPH10147927A/en
Application granted granted Critical
Publication of JP3002774B2 publication Critical patent/JP3002774B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地中に埋設され、
地盤改良に用いられる暗渠パイプと、その製造装置に関
する。
[0001] The present invention relates to a buried underground,
The present invention relates to a culvert pipe used for ground improvement and a manufacturing device therefor.

【0002】[0002]

【従来の技術】従来、この種の暗渠パイプは、周囲に多
数の透孔を有する筒形に合成樹脂で一体成形されてお
り、その使用条件から耐圧性を向上させるために、鋼線
などの芯材を埋設したり、所定間隔毎に補強リブを設け
たりしたものもある。
2. Description of the Related Art Conventionally, underdrain pipes of this type have been integrally formed of synthetic resin into a cylindrical shape having a large number of through holes in the periphery thereof. In some cases, a core material is embedded, or reinforcing ribs are provided at predetermined intervals.

【0003】また、その製造方法としては、周囲に透孔
を有する一定長さの筒体を金型で成形し、これをジョイ
ント等を介して連結したり、あるいは図5に示す特公昭
53−134883号の発明のように、軟化した状態の
合成樹脂製帯状シート10の適所に孔10aを施したの
ち、これを縦方向に丸め、その両端縁を加熱し溶着する
ということが行われていた。
[0003] In addition, as a manufacturing method, a cylindrical body having a fixed length and having a through hole therearound is formed by a mold and connected with a joint or the like, or as shown in FIG. As in the invention of 134883, after a hole 10a is formed in an appropriate position of a soft synthetic resin band-shaped sheet 10, the hole 10a is rounded in the vertical direction, and both ends are heated and welded. .

【0004】さらにまた、その製造装置としては、パイ
プを複数に分割して製造する場合は、従来公知の通常の
金型が用いられ、またパイプを連続して成形する場合
は、図5に示すように合成樹脂製帯状シート10を押し
出す押出機11のダイに連続してこの合成樹脂製帯状シ
ート10に透孔10aを形成する孔あけロール12と、
この帯状シート10を筒状に丸める丸めダイ13と、筒
状に丸められた帯状シート10の端縁を加熱する加熱装
置14と、この両端縁を溶着して筒形に最終成形を行う
サイジングダイ15とを直線的に配置したものがあっ
た。
[0004] Further, as a manufacturing apparatus, when a pipe is divided into a plurality of parts, a conventionally known ordinary mold is used, and when a pipe is continuously formed, it is shown in FIG. A punching roll 12 for forming a through hole 10a in the synthetic resin strip sheet 10 continuously with a die of an extruder 11 for extruding the synthetic resin strip sheet 10,
A rounding die 13 for rolling the band-shaped sheet 10 into a tube, a heating device 14 for heating the edge of the band-shaped sheet 10 rounded into a tube, and a sizing die for welding the both ends to form a final cylinder. 15 were arranged linearly.

【0005】[0005]

【発明が解決しようとする課題】上述した従来の暗渠パ
イプは、周壁に多数の透孔を設けていることからパイプ
自体の耐圧性が低下し、土中に埋設した際にパイプが潰
れて十分にその機能を発揮しなくなる虞れがあった。ま
たこれを防止するために鋼線を埋設したり、所定間隔毎
に補強リブを設けたりしたものもあるが、これもパイプ
の構造自体は、上記のものと同じため、鋼線や補強リブ
のない箇所においては、上記と全く同様の問題を生じ、
また、補強するための手間を要し、このことで生産性が
低下すると共に、製品のコストが上昇するという問題点
があった。さらにまたこの暗渠パイプでは、合成樹脂自
体の肉厚を厚くすれば、耐圧性は向上するが、その反
面、可撓性が損なわれることとなり、埋設作業に支障を
来すばかりか、パイプを小径に巻き取ることができず、
輸送、保管も困難になるという問題点が生じた。
The conventional underdrain pipe described above has a large number of through-holes in the peripheral wall, so that the pressure resistance of the pipe itself is reduced, and the pipe is crushed when buried in the soil. There is a possibility that the function may not be exhibited. In order to prevent this, steel wires are buried or reinforcing ribs are provided at predetermined intervals.However, since the pipe itself is the same as the above, the steel wires and reinforcing ribs are also used. In the places where there is not, the same problem as above occurs,
In addition, there is a problem in that it takes time and effort to reinforce, thereby lowering the productivity and increasing the cost of the product. Furthermore, in this culvert pipe, if the thickness of the synthetic resin itself is increased, the pressure resistance is improved, but on the other hand, the flexibility is impaired, which not only hinders the embedding work but also reduces the pipe diameter. Can not be wound up,
There has been a problem that transportation and storage are also difficult.

【0006】またその製造方法では、一定長さの筒体を
金型成形し、これをジョイント等で連結する場合は、成
形の際、一々金型の冷却を待って成形品を取り出さなく
てはならず、生産性が悪く、また成形されたパイプをジ
ョイント等で連結する作業も要し、煩わしいという問題
点を有していた。また図5に示した方法では、連続した
作業が可能であるが、耐圧性を向上させるには、樹脂厚
を厚くしなくてはならず、成形が困難になると共に、可
撓性が損なわれるという問題点があり、この方法で製造
される暗渠パイプは、比較的小径の簡易なものに限られ
ていた。さらに、またこの製造方法では、樹脂材料の質
や温度管理を厳密に行わないと、筒形に成形する際に透
孔が塞がったり、あるいは透孔の径が小さくなるという
虞れがあり、規定のものを精度良く成形することが困難
であるという問題点を有していた。
In the manufacturing method, when a cylindrical body having a fixed length is formed by a mold and connected by a joint or the like, it is necessary to wait for the molds to cool down and take out the molded product during molding. In addition, the productivity is poor, and the work of connecting the formed pipes with a joint or the like is required, which has a problem that it is troublesome. Further, in the method shown in FIG. 5, continuous work is possible, but in order to improve the pressure resistance, the resin thickness must be increased, which makes molding difficult and reduces flexibility. The culvert pipe manufactured by this method is limited to a relatively small-diameter simple pipe. Furthermore, in this manufacturing method, if the quality and temperature control of the resin material are not strictly controlled, there is a possibility that the through-hole may be closed or the diameter of the through-hole may be reduced at the time of molding into a cylindrical shape. However, there is a problem that it is difficult to accurately mold the material.

【0007】また、製造装置においては、通常の金型を
用いた場合、パイプを複数に分割して成形しなくてはな
らず、しかもこの成形の際に一々金型の冷却を待って成
形品を取り出さなくてはならず、生産作業能率が悪いと
いう問題点を有していた。また図5に示した製造装置で
は、透孔を有する暗渠パイプが連続して成形できるが、
成形されるパイプの強度は、材料となる合成樹脂の材質
と厚さにより決定されるので、可撓性と耐圧性を兼ね備
えた暗渠パイプを一工程で製造できないという問題点を
有していた。
Further, in a manufacturing apparatus, when a normal mold is used, the pipe must be divided into a plurality of pieces and molded. Must be taken out, and the production work efficiency is poor. In the manufacturing apparatus shown in FIG. 5, a culvert pipe having a through hole can be continuously formed.
Since the strength of the molded pipe is determined by the material and thickness of the synthetic resin used as the material, there has been a problem that a culvert pipe having both flexibility and pressure resistance cannot be manufactured in one process.

【0008】本発明は、上記問題点の解決を課題とす
る。
An object of the present invention is to solve the above problems.

【0009】[0009]

【課題を解決するための手段】上述した問題点の解決の
ため本発明のうち、請求項1記載の発明は、帯状のネッ
トの両端に合成樹脂を一体的に融着すると共に、ネット
の上下両面には、前記両端の合成樹脂と連続する合成樹
脂製の補強リブをジグザグ状に融着した帯状体を螺旋状
に巻回し、その端面同士を融着することにより、筒状の
暗渠パイプとしたものである。
Means for Solving the Problems In order to solve the above-mentioned problems, the invention according to claim 1 of the present invention is characterized in that a synthetic resin is integrally fused to both ends of a belt-shaped net, On both surfaces, a belt-like body formed by fusing a synthetic resin reinforcing rib continuous with the synthetic resin at both ends in a zigzag shape is spirally wound, and the end faces thereof are fused together to form a tubular culvert pipe. It was done.

【0010】請求項2記載の発明は、上記請求項1記載
の発明の構成において、帯状体の形状を断面略平行四辺
形に限定したことを特徴とする。
According to a second aspect of the present invention, in the configuration of the first aspect, the shape of the band is limited to a substantially parallelogram in cross section.

【0011】請求項3記載の発明は、上記請求項1また
は請求項2記載の発明の構成に、帯状体の端面同士が、
軟質合成樹脂を介して融着されるという構成を加えたこ
とを特徴とする。
According to a third aspect of the present invention, in the configuration of the first or second aspect of the present invention, the end faces of the belt-shaped body are different from each other.
The present invention is characterized in that a configuration is added in which fusion is performed via a soft synthetic resin.

【0012】[0012]

【0013】[0013]

【0014】請求項4記載の発明は、帯状のネットの挿
通部を有し、このネットの両端に一体的に接合される合
成樹脂を押し出す押出機と、この押出機から押し出され
た帯状体の端面に向かって接合用の軟質合成樹脂を押し
出す押出機と、前記両押出機から押し出された帯状体を
螺旋状に巻き取る巻取機とを具備したことを特徴とする
暗渠パイプの製造装置である。
According to a fourth aspect of the present invention, there is provided an extruder for extruding a synthetic resin integrally joined to both ends of a net having a band-shaped net insertion portion, and a belt-shaped body extruded from the extruder. An apparatus for manufacturing a culvert pipe, comprising: an extruder that extrudes a soft synthetic resin for joining toward an end surface; and a winder that spirally winds a belt-like body extruded from the both extruders. is there.

【0015】[0015]

【発明の実施の形態】以下、図示した実施の形態に基づ
き本発明を詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail based on the illustrated embodiments.

【0016】図1は、本発明に係る暗渠パイプ1の断面
図、図2は、その要部拡大図である。図示したようにこ
の暗渠パイプ1は、長尺の帯状体2を螺旋状に巻回し、
筒形に形成したものである。この帯状体2は、図3の平
面図に示すように、帯状のネット3を挟み込むように、
その両側に合成樹脂を一体的に融着させたものであり、
断面略平行四辺形状に形成されている。そして、この帯
状体2の端面同士は、軟質合成樹脂4を介して融着され
ている。またこのネット3の上面には、ジグザグに合成
樹脂を融着させて前記両側の合成樹脂と連続する補強用
のリブ5aを設け、ネット3の下面には、このリブ5a
と交差するように同様のリブ5bを設けている。
FIG. 1 is a sectional view of a culvert pipe 1 according to the present invention, and FIG. 2 is an enlarged view of a main part thereof. As shown in the figure, the culvert pipe 1 is formed by spirally winding a long strip 2.
It is formed in a cylindrical shape. As shown in the plan view of FIG. 3, the band 2 sandwiches the band 3
Synthetic resin is integrally fused on both sides,
The section is formed in a substantially parallelogram shape. The end faces of the strip 2 are fused together via the soft synthetic resin 4. Further, on the upper surface of the net 3, reinforcing ribs 5a which are continuous with the synthetic resin on both sides by fusing synthetic resin in a zigzag manner are provided.
And a similar rib 5b is provided so as to intersect with.

【0017】なお、上記ネット3は、透水性を有するも
のであれば、金属、繊維のいずれであっても良く、また
その目の粗さは、土壌条件や使用条件等に応じて適宜決
定すれば良い。また、上記では、ネット3の上下面に補
強用のリブ5a,5bを設けた例を示したが、ネット3
が金属製で十分な強度を有する場合は、必ずしもこのリ
ブ5a,5bは設ける必要はない。
The net 3 may be made of metal or fiber as long as it has water permeability, and the roughness of the mesh may be appropriately determined according to soil conditions, use conditions, and the like. Good. In the above description, the example in which the reinforcing ribs 5a and 5b are provided on the upper and lower surfaces of the net 3 has been described.
If is made of metal and has sufficient strength, it is not always necessary to provide the ribs 5a and 5b.

【0018】本発明の暗渠パイプ1は、上記の構成を有
し、土中に埋設して用いられる。そして、その働きは、
帯状体2の中央部に設けられたネット3が透水部とな
り、ここから土壌中の余剰水が内部に流れ込み、流れ込
んだ水を暗渠パイプ1を通じて速やかに外部に導びくこ
とにより、圃場などの排水性を良くし、その地盤改良を
はかるものである。また、この他に本発明の暗渠パイプ
1は、土中に縦方向に埋設して使用しても良く、例え
ば、地盤に打ち込まれた鋼矢板の壁に沿って、あるいは
その近傍に、鉛直方向に配置することにより、過剰間隙
水圧を消散させる液状化対策用の排水材としても用いる
ことができる。
The culvert pipe 1 of the present invention has the above-described structure and is used by being buried in the soil. And the work is
The net 3 provided in the center of the belt 2 serves as a water permeable portion, from which surplus water in the soil flows into the inside, and the flowed water is quickly guided to the outside through the culvert pipe 1, thereby draining the field or the like. It is intended to improve the properties and improve the ground. In addition, the culvert pipe 1 of the present invention may be used by being buried vertically in the soil, for example, along or near the wall of a steel sheet pile driven into the ground, in the vertical direction. By arranging them at a location, they can be used as drainage materials for liquefaction countermeasures that dissipate excess pore water pressure.

【0019】次に上記帯状体を用いた本発明の暗渠パイ
プ1の製造方法を、図4に示した製造装置に基づき説明
する。
Next, a method of manufacturing the underdrain pipe 1 of the present invention using the above-mentioned band-like body will be described based on a manufacturing apparatus shown in FIG.

【0020】図4においてAは、上記帯状体2を連続成
形する押出機を示し、ダイDに設けた挿通部(図示せ
ず)から引き出される帯状のネット3の引き出しに連動
して溶融した合成樹脂を押し出し、このネット3の両側
を合成樹脂で被覆した断面略平行四辺形状の帯状体2を
連続形成する。この帯状体2は、押出機Aの前側(図4
において上側)に設けられた巻取機Cで螺旋状に巻き取
られ、順次図中、右方に送られるが、この巻き取りに先
行して帯状体2の端面に、別途設けた押出機Bから押し
出した接合用の軟質合成樹脂4を付着させる。このこと
により、巻き取られた帯状体2は軟質の合成樹脂4を介
してその端面同士が融着され、筒状に形成されるもので
ある。なお、この巻回のピッチを変えれば、形成される
暗渠パイプの径を容易に変更することができる。
FIG. 4A shows an extruder for continuously forming the above-mentioned band-shaped body 2, which is melted in conjunction with the drawing out of the band-like net 3 drawn out from an insertion portion (not shown) provided in the die D. The resin is extruded to continuously form a band 2 having a substantially parallelogram cross section in which both sides of the net 3 are covered with a synthetic resin. This strip 2 is placed on the front side of the extruder A (FIG. 4).
Is wound spirally by a winder C provided on the upper side of the belt 2 and sequentially fed to the right in the drawing. Prior to this winding, an extruder B separately provided on the end face of the band 2 is provided. The bonding soft synthetic resin 4 extruded from above is attached. As a result, the end surfaces of the wound strip 2 are fused together via the soft synthetic resin 4 to form a tubular shape. If the pitch of this winding is changed, the diameter of the formed culvert pipe can be easily changed.

【0021】このようにして形成された暗渠パイプ1
は、螺旋状に巻回された帯状体2が軟質の合成樹脂4を
介して融着されているので、この部分である程度の可撓
性が得られるにもかかわらず、上方からの荷重に対して
は、端面同士が斜めに接しているため十分な耐圧性を有
するものである。よって、土中に埋設してもその土圧に
より潰れたり、大きく変形したりすることがなく、ネッ
ト3から土中の余剰水が内部に流れ込み、流れ込んだ水
はこの暗渠パイプ1を介して外部へと確実に導かれる。
The culvert pipe 1 thus formed
Is that the spirally wound strip 2 is fused via the soft synthetic resin 4, so that a certain degree of flexibility can be obtained in this part, In this case, the end faces are obliquely in contact with each other and have sufficient pressure resistance. Therefore, even when buried in the soil, the soil does not collapse or deform significantly due to the earth pressure, and surplus water in the soil flows into the inside from the net 3, and the flowed water is discharged through the culvert pipe 1 to the outside. Will be surely led to

【0022】なお上記では、可撓性と耐圧性を両立させ
るために帯状体2を断面略平行四辺形状に形成すると共
に、その端面同士を軟質合成樹脂4で融着した例を示し
たが、暗渠パイプ1自体が小径の場合は、潰れが生じ難
いため、帯状体2自体を軟質の合成樹脂で形成すること
ができ、この場合は、帯状体2の端面同士を直接融着し
ても良く、またその断面も必ずしも平行四辺形状でなく
ても良い。
In the above description, an example is shown in which the strip 2 is formed in a substantially parallelogram cross section in order to achieve both flexibility and pressure resistance, and its end faces are fused with the soft synthetic resin 4. If the culvert pipe 1 itself has a small diameter, it is unlikely to be crushed, so that the strip 2 itself can be formed of a soft synthetic resin. In this case, the end faces of the strip 2 may be directly fused to each other. Also, the cross section does not necessarily have to be a parallelogram.

【0023】以上説明したように、本発明のうち請求項
1記載の発明は、ネットをジグザグ状のリブで補強し、
両端に合成樹脂が融着された帯状体を、螺旋状に巻回し
て暗渠パイプとしたので、透水性に優れるものの強度面
において問題のあったネットを、暗渠パイプに使用する
ことができ、種々のネットの使用が可能になることによ
り、種々の土壌条件に応じた特性の暗渠パイプが製造で
きるという効果がある。
As described above, according to the first aspect of the present invention, the net is reinforced with zigzag ribs.
Since a strip with synthetic resin fused at both ends was spirally wound into a culvert pipe, a net with excellent water permeability but with a problem in strength could be used for the culvert pipe. The use of this net has the effect that culvert pipes having characteristics according to various soil conditions can be manufactured.

【0024】請求項2記載の発明は、帯状体を断面略平
行四辺形にすることにより、上記請求項1記載の発明の
効果に加えて、一層の耐圧性の向上と、接合強度の向上
がはかられる。
According to a second aspect of the present invention, in addition to the effect of the first aspect of the present invention, further improvement in pressure resistance and improvement in bonding strength are achieved by forming the belt-like body into a substantially parallelogram cross section. Peel off.

【0025】請求項3記載の発明は、帯状体の端面同士
を軟質合成樹脂を介して融着することにより、暗渠パイ
プの可撓性が向上し、上記請求項1及び請求項2記載の
発明の効果に加えて、埋設作業時の施工性が向上する。
また、コンパクトに巻き取ることができ、輸送が行い易
くなると共に、保管場所も狭小で済むという効果があ
る。
According to a third aspect of the present invention, the flexibility of the culvert pipe is improved by fusing the end faces of the belt-like body with each other via a soft synthetic resin. In addition to the effect of the above, the workability at the time of burying work is improved.
In addition, it can be wound up compactly, so that it can be easily transported and the storage space can be reduced.

【0026】[0026]

【0027】[0027]

【0028】請求項4記載の発明は、製造装置に係り、
この装置を用いれば、耐圧性と可撓性を兼ね備えた上記
請求項3記載の暗渠パイプを連続して能率良く製造でき
るものである。
[0028] The invention according to claim 4 relates to a manufacturing apparatus.
By using this apparatus, the underdrain pipe according to claim 3 having both pressure resistance and flexibility can be continuously and efficiently manufactured.

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

【図1】本発明に係る暗渠パイプの断面図である。FIG. 1 is a sectional view of a culvert pipe according to the present invention.

【図2】図1の要部拡大図である。FIG. 2 is an enlarged view of a main part of FIG.

【図3】本発明に用いられる帯状体の平面図である。FIG. 3 is a plan view of a strip used in the present invention.

【図4】本発明に係る暗渠パイプの製造装置を示す平面
図である。
FIG. 4 is a plan view showing an apparatus for manufacturing a culvert pipe according to the present invention.

【図5】製造装置の従来例を示す斜視図である。FIG. 5 is a perspective view showing a conventional example of a manufacturing apparatus.

【符号の説明】[Explanation of symbols]

1 暗渠パイプ 2 帯状体 3 ネット 4 軟質合成樹脂 5a,5b リブ DESCRIPTION OF SYMBOLS 1 Culvert pipe 2 Belt 3 Net 4 Soft synthetic resin 5a, 5b Rib

フロントページの続き (56)参考文献 特開 昭64−1814(JP,A) 特開 昭53−27239(JP,A) 特開 昭50−141810(JP,A) 特開 平4−213611(JP,A) 特開 平3−187410(JP,A) 実開 平2−11832(JP,U) 実開 昭62−196234(JP,U) 実開 昭59−183918(JP,U) 実開 平1−124836(JP,U) 特公 平7−122256(JP,B2) 実公 昭54−27206(JP,B2) (58)調査した分野(Int.Cl.7,DB名) E02B 11/00 301 Continuation of the front page (56) References JP-A-64-1814 (JP, A) JP-A-53-27239 (JP, A) JP-A-50-141810 (JP, A) JP-A-4-213611 (JP) JP-A-3-187410 (JP, A) JP-A-2-11832 (JP, U) JP-A-62-196234 (JP, U) JP-A-59-183918 (JP, U) JP-A 1-124836 (JP, U) Japanese Patent Publication No. 7-122256 (JP, B2) Jikken Sho 54-27206 (JP, B2) (58) Fields investigated (Int. Cl. 7 , DB name) E02B 11/00 301

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 帯状のネットの両端に合成樹脂が一体的
に融着されると共に、ネットの上下両面には、前記両端
の合成樹脂と連続する合成樹脂製の補強リブがジグザグ
状に融着された帯状体が、螺旋状に巻回され、その端面
同士が融着されることにより、筒状に形成されたことを
特徴とする暗渠パイプ。
1. A synthetic resin is integrated at both ends of a belt-shaped net.
At the top and bottom of the net
Zigzag reinforcing ribs made of synthetic resin that are continuous with the synthetic resin
A culvert pipe characterized by being formed into a tubular shape by spirally winding a belt-like body fused in a shape and fusing the end surfaces thereof.
【請求項2】 帯状体が、断面略平行四辺形状であるこ
とを特徴とする請求項1記載の暗渠パイプ。
2. The underdrain pipe according to claim 1, wherein the belt-like body has a substantially parallelogram cross section.
【請求項3】 帯状体の端面同士が、軟質合成樹脂を介
して融着されたことを特徴とする請求項1または請求項
2記載の暗渠パイプ
3. The culvert pipe according to claim 1, wherein the end faces of the belt-like body are fused with each other via a soft synthetic resin.
【請求項4】 帯状のネットの挿通部を有し、このネッ
トの両端に一体的に接合される合成樹脂を押し出す押出
機と、 この押出機から押し出された帯状体の端面に向かって接
合用の軟質合成樹脂を押し出す押出機と、 前記両押出機から押し出された帯状体を螺旋状に巻き取
る巻取機とを具備したことを特徴とする暗渠パイプの製
造装置。
4. An extruder having a band-shaped net insertion portion and extruding a synthetic resin integrally joined to both ends of the net, and an extruder for joining toward an end face of the band extruded from the extruder. An extruder for extruding the soft synthetic resin described above, and a winding machine for spirally winding the strip extruded from both extruders, are provided.
JP8307858A 1996-11-19 1996-11-19 Culvert pipe and its manufacturing equipment Expired - Lifetime JP3002774B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8307858A JP3002774B2 (en) 1996-11-19 1996-11-19 Culvert pipe and its manufacturing equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8307858A JP3002774B2 (en) 1996-11-19 1996-11-19 Culvert pipe and its manufacturing equipment

Publications (2)

Publication Number Publication Date
JPH10147927A JPH10147927A (en) 1998-06-02
JP3002774B2 true JP3002774B2 (en) 2000-01-24

Family

ID=17974027

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8307858A Expired - Lifetime JP3002774B2 (en) 1996-11-19 1996-11-19 Culvert pipe and its manufacturing equipment

Country Status (1)

Country Link
JP (1) JP3002774B2 (en)

Also Published As

Publication number Publication date
JPH10147927A (en) 1998-06-02

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