JPH0365250B2 - - Google Patents

Info

Publication number
JPH0365250B2
JPH0365250B2 JP13943682A JP13943682A JPH0365250B2 JP H0365250 B2 JPH0365250 B2 JP H0365250B2 JP 13943682 A JP13943682 A JP 13943682A JP 13943682 A JP13943682 A JP 13943682A JP H0365250 B2 JPH0365250 B2 JP H0365250B2
Authority
JP
Japan
Prior art keywords
tube
hole
wall
diameter
tip
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
JP13943682A
Other languages
Japanese (ja)
Other versions
JPS5929117A (en
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 filed Critical
Priority to JP13943682A priority Critical patent/JPS5929117A/en
Publication of JPS5929117A publication Critical patent/JPS5929117A/en
Publication of JPH0365250B2 publication Critical patent/JPH0365250B2/ja
Granted legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29CSHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
    • B29C57/00Shaping of tube ends, e.g. flanging, belling or closing; Apparatus therefor, e.g. collapsible mandrels
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29LINDEXING SCHEME ASSOCIATED WITH SUBCLASS B29C, RELATING TO PARTICULAR ARTICLES
    • B29L2024/00Articles with hollow walls
    • B29L2024/006Articles with hollow walls multi-channelled
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B29WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
    • B29LINDEXING SCHEME ASSOCIATED WITH SUBCLASS B29C, RELATING TO PARTICULAR ARTICLES
    • B29L2031/00Other particular articles
    • B29L2031/60Multitubular or multicompartmented articles, e.g. honeycomb
    • B29L2031/601Multi-tubular articles, i.e. composed of a plurality of tubes

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Shaping Of Tube Ends By Bending Or Straightening (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、管壁内に管軸方向の通孔を多数有す
る合成樹脂製ホール管(以下、単に「ホール管」
という)の通孔閉塞法に関するものである。
Detailed Description of the Invention (Industrial Application Field) The present invention relates to a synthetic resin hole tube (hereinafter simply referred to as a "hole tube") having a large number of through holes in the tube wall in the tube axis direction.
This relates to the hole closure method.

(従来の技術とその課題) この種のホール管は、剛性に優れていることか
ら、地中に埋設して下水道管として使用されてい
る。ところで、このホール管同志の接続は、管壁
に通孔を有しない従来管の接続の場合と同様に、
ホール管の一端部を拡径して受口を設け、該受口
内に他方のホール管の差口を挿入して順次接続す
る方法が採用されている。
(Prior art and its problems) This type of hole pipe has excellent rigidity, so it is buried underground and used as a sewer pipe. By the way, the connection between these hole tubes is similar to the connection of conventional tubes that do not have through holes in the tube wall.
A method has been adopted in which one end of the hole tube is enlarged in diameter to provide a socket, and the spigot of the other hole tube is inserted into the socket to sequentially connect the holes.

しかしながら、ホール管の場合には、管軸方向
に連通した通孔を介して管内流体が漏洩したり、
逆に雨水、地下水等が管内に流入するという問題
が起きる。
However, in the case of a hole pipe, the fluid inside the pipe may leak through the through hole that communicates in the pipe axis direction.
Conversely, a problem arises in which rainwater, groundwater, etc. flow into the pipe.

そこで、この問題を解決するために、従来は (a) 通孔内にシール材を充填する、 (b) 管壁を押潰して通孔を閉塞する、 等の閉塞法が提案されているが、いずれの場合に
も確実性、耐久性の点で問題があつた。
Therefore, in order to solve this problem, conventional closing methods have been proposed, such as (a) filling the hole with a sealant, and (b) closing the hole by crushing the pipe wall. In both cases, there were problems in terms of reliability and durability.

即ち、前者(a)の場合には、各通孔内にシール材
を充填したときにシール材の量が一定せず、また
シール材が通孔の奥側に流れてしまうために通孔
を確実に閉塞できないことがあつた。また、後者
(b)の場合には、単に管壁を押潰すだけでは通孔は
完全に閉塞されず、振動・衝撃等が管に作用した
ときに押潰された密着面に隙間ができるというこ
とがあつた。
In other words, in the former case (a), when each hole is filled with sealant, the amount of sealant is not constant, and the sealant flows to the back of the hole, making it difficult to fill the holes. There were times when it was not possible to securely close the valve. Also, the latter
In the case of (b), simply crushing the pipe wall does not completely close the through hole, and when vibrations, shocks, etc. act on the pipe, a gap may be created at the crushed contact surface. Ta.

本発明は、かかる従来閉塞法の課題を解決した
ものであつて、通孔の閉塞が確実に行なえ、しか
も耐久性に優れた通孔閉塞法を提供するものであ
る。
The present invention solves the problems of the conventional closing method, and provides a hole closing method that can reliably close the hole and has excellent durability.

(課題を解決するための手段) 本発明は、外壁と内壁とが隔壁で結合した管壁
内に管軸方向に連通した多数の通孔を有する合成
樹脂製ホール管の通孔を閉塞するにあたり、まず
ホール管の端部を所定長さに亘つて加熱軟化させ
る。そこで、この管端部を内型と外型との間に圧
入して拡径してからその管先端部を自己収縮させ
て縮径した管先端部を前記外型の内面に装着して
おいた補強リング内に挿通する。次いで、コア部
材で管先端部を拡径し、該管先端部の外壁に前記
補強リングを埋没させて通孔を押潰すと共に、予
め通孔の内壁面に塗布しておいたシール材をもつ
て外壁と内壁との密着面をシールしたことを特徴
とするものである。
(Means for Solving the Problems) The present invention provides a method for closing holes in a synthetic resin hole tube, which has a large number of holes communicating in the tube axis direction in a tube wall in which an outer wall and an inner wall are joined by a partition wall. First, the end of the Hall tube is heated and softened over a predetermined length. Therefore, the tube end is press-fitted between the inner mold and the outer mold to expand its diameter, and then the tube tip is self-contracted and the diameter-reduced tube tip is attached to the inner surface of the outer mold. Insert it into the reinforced ring. Next, the tube tip is expanded in diameter with the core member, and the reinforcing ring is buried in the outer wall of the tube tip to crush the through hole, and a sealing material previously applied to the inner wall surface of the through hole is applied. This feature is characterized in that the contact surfaces between the outer wall and the inner wall are sealed.

(作用) ホール管の管先端部を拡径してその外壁に補強
リングを埋没させると、通孔が押潰され、予め通
孔の内壁面に塗布しておいたシール材を介して外
壁と内壁との密着面がシールされる。
(Function) When the diameter of the tip of the hole tube is expanded and the reinforcing ring is buried in its outer wall, the through hole is crushed and the sealing material applied to the inner wall of the through hole is inserted into the outer wall. The contact surface with the inner wall is sealed.

(実施例) 以下、本発明の一実施例を図面にて詳細に説明
する。第1図はホール管の端面を示す部分正面
図、第2図イおよびロは通孔の閉塞工程を示す要
部断面図であつて、図中1はホール管、2はシー
ル材、3は内型、4は外型、4′,41′は金属、
プラスチツク等からなる補強リングである。
(Example) Hereinafter, an example of the present invention will be described in detail with reference to the drawings. Fig. 1 is a partial front view showing the end surface of the hole pipe, and Figs. Inner mold, 4 is outer mold, 4', 41' are metal,
This is a reinforcing ring made of plastic or the like.

ホール管1は塩化ビニル樹脂、ポリエチレン樹
脂等の合成樹脂等であつて、その内壁11と外壁
12とが隔壁14で結合した管壁内には管軸方向
に連通した多数の通孔13が設けられている。
尚、ホール管1はその断面形状が真円形あるいは
卵形であつてもよく、また通孔13は第1図に例
示した形状に限定されず、真円形、楕円形等その
他適宜の形状とすることができる。
The hole tube 1 is made of synthetic resin such as vinyl chloride resin or polyethylene resin, and has a large number of through holes 13 that communicate in the tube axis direction in the tube wall in which the inner wall 11 and the outer wall 12 are joined by a partition wall 14. It is being
Note that the hole tube 1 may have a perfect circular or oval cross-sectional shape, and the through hole 13 is not limited to the shape illustrated in FIG. 1, but may have any other appropriate shape such as a perfect circle or an ellipse. be able to.

本発明では、まずホール管1の端面に開口した
通孔内に適宜の装置を用いてシール材2を注入
し、管先端部の通孔13の内壁面にシール材2を
塗布しておく。尚、シール材としては、例えばシ
リコン樹脂、変成シリコンあるいはホツトメルト
タイプの接着剤が使用できる。
In the present invention, first, the sealing material 2 is injected into a through hole opened in the end face of the Hall tube 1 using an appropriate device, and the sealing material 2 is coated on the inner wall surface of the through hole 13 at the tip of the tube. Incidentally, as the sealing material, for example, silicone resin, modified silicone, or hot melt type adhesive can be used.

そこで、ホール管1の管端部を所定の長さに亘
つて加熱軟化させ、該管端部を内型3と外型4と
の間に圧入して拡径する。この成形工程の際に、
コア部材31は縮径して内型3の本体部内に没入
しており、また外型4の内面には補強リング4
1′が装着されている。このため、第2図イに示
した如く、拡径したホール管1の管先端部が内型
3の本体部を乗り越えてコア部材31の外周側を
通過するときに自己収縮し、その外径寸法が縮小
する。そこで、ホール管1を更に奥側に押込む
と、縮径した管先端部が補強リング41′に挿通
される。
Therefore, the tube end of the hole tube 1 is heated and softened over a predetermined length, and the tube end is press-fitted between the inner mold 3 and the outer mold 4 to expand its diameter. During this molding process,
The core member 31 has a reduced diameter and is inserted into the main body of the inner mold 3, and a reinforcing ring 4 is provided on the inner surface of the outer mold 4.
1' is installed. For this reason, as shown in FIG. 2A, when the tip of the hole tube 1 with its expanded diameter passes over the main body of the inner mold 3 and passes around the outer circumference of the core member 31, it self-contracts, and its outer diameter Dimensions are reduced. Therefore, when the Hall tube 1 is pushed further to the back, the diameter-reduced tip portion of the tube is inserted through the reinforcing ring 41'.

次に、テーパ部材32を軸方向に移動させて前
記コア部材31を拡径させる。すると、第2図ロ
に示した如く、ホール管1の管先端部が拡径し、
その外壁12に補強リング4′が埋没し、通孔1
3が押潰される。そして、予め通孔13の内壁面
に塗布しておいたシール材2を介して内壁11と
外壁12との密着面がシールされる。
Next, the core member 31 is expanded in diameter by moving the taper member 32 in the axial direction. Then, as shown in FIG. 2B, the diameter of the tip of the Hall tube 1 expands.
A reinforcing ring 4' is buried in the outer wall 12, and the through hole 1
3 is crushed. Then, the contact surfaces between the inner wall 11 and the outer wall 12 are sealed via the sealing material 2 that has been applied to the inner wall surface of the through hole 13 in advance.

最後に、コア部材31を縮径させてから内型3
をホール管1の管端部から抜き出し、また外型4
を型開きすると、拡径受口を有する管先端部の外
壁12に補強リング4′が埋没して通孔13が完
全に閉塞されたホール管が得られる。
Finally, after reducing the diameter of the core member 31, the inner mold 3
is pulled out from the tube end of the Hall tube 1, and the outer mold 4 is pulled out.
When the mold is opened, the reinforcing ring 4' is buried in the outer wall 12 of the tube tip having the enlarged diameter socket, and a hole tube with the through hole 13 completely closed is obtained.

(発明の効果) 以上詳述した如く、本発明の閉塞方法は、補強
リングをホール管の外壁に埋没させて通孔を閉塞
すると共に、予め通孔の内壁面に塗布しておいた
シール材を介して外壁と内壁の密着面をシールす
るので、通孔の閉塞が確実となる。また、管先端
部が補強リングで強化されていることと相俟つて
振動・衝撃等が管に作用しても前記外壁と内壁の
密着面が剥離して〓間が生じることがない。
(Effects of the Invention) As described in detail above, the closing method of the present invention is to bury the reinforcing ring in the outer wall of the hole tube to close the hole, and to apply a sealing material previously applied to the inner wall surface of the hole tube. Since the contact surfaces of the outer wall and the inner wall are sealed through the seal, the through hole is reliably closed. In addition, since the tip of the tube is reinforced with a reinforcing ring, even if vibrations, shocks, etc. are applied to the tube, the contact surfaces between the outer wall and the inner wall will not separate and a gap will not occur.

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

図面は本発明の一実施例を示すものであつて、
第1図はホール管の端面を示す部分正面図、第2
図イおよびロは通孔の閉塞工程を示す要部断面図
である。 1……ホール管、11……内壁、12……外
壁、13……通孔、14……隔壁、2……シール
材、3……内型、31……コア部材、4……外
型、4′,41′……補強リング。
The drawings show one embodiment of the invention,
Figure 1 is a partial front view showing the end face of the Hall tube;
Figures A and B are sectional views of main parts showing the process of closing the through hole. DESCRIPTION OF SYMBOLS 1... Hall pipe, 11... Inner wall, 12... Outer wall, 13... Through hole, 14... Partition wall, 2... Seal material, 3... Inner mold, 31... Core member, 4... Outer mold , 4', 41'... Reinforcement ring.

Claims (1)

【特許請求の範囲】[Claims] 1 外壁と内壁とが隔壁で結合した管壁内に管軸
方向に連通した多数の通孔を有する合成樹脂製ホ
ール管の通孔を閉塞するにあたり、まず管端部を
所定長さに亘つて加熱軟化させ、該管端部を内型
と外型との間に圧入して拡径してからその管先端
部を自己収縮させて縮径した管先端部を前記外型
の内面に装着しておいた補強リング内に挿通し、
次いでコア部材で管先端部を拡径して該管先端部
の外壁に前記補強リングを埋没させて通孔を押潰
すと共に、予め通孔の内壁面に塗布しておいたシ
ール材をもつて外壁と内壁との密着面をシールし
たことを特徴とするホール管の通孔閉塞法。
1. When closing the holes of a synthetic resin hole tube that has a large number of holes communicating in the tube axis direction in the tube wall where the outer wall and the inner wall are joined by a partition, first, the end of the tube is closed over a predetermined length. The tube end is heated and softened, and the tube end is press-fitted between the inner mold and the outer mold to expand its diameter, and then the tube tip is self-shrinked and the diameter-reduced tube tip is attached to the inner surface of the outer mold. Insert the reinforcing ring into the
Next, the tube tip is expanded in diameter with the core member, the reinforcing ring is buried in the outer wall of the tube tip, the through hole is crushed, and a sealing material previously applied to the inner wall surface of the through hole is applied. A method for closing holes in hole pipes, which is characterized by sealing the contact surfaces between the outer and inner walls.
JP13943682A 1982-08-11 1982-08-11 Blocking method of through hole of hole pipe Granted JPS5929117A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13943682A JPS5929117A (en) 1982-08-11 1982-08-11 Blocking method of through hole of hole pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13943682A JPS5929117A (en) 1982-08-11 1982-08-11 Blocking method of through hole of hole pipe

Publications (2)

Publication Number Publication Date
JPS5929117A JPS5929117A (en) 1984-02-16
JPH0365250B2 true JPH0365250B2 (en) 1991-10-11

Family

ID=15245148

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13943682A Granted JPS5929117A (en) 1982-08-11 1982-08-11 Blocking method of through hole of hole pipe

Country Status (1)

Country Link
JP (1) JPS5929117A (en)

Also Published As

Publication number Publication date
JPS5929117A (en) 1984-02-16

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