JPS643893Y2 - - Google Patents

Info

Publication number
JPS643893Y2
JPS643893Y2 JP13908381U JP13908381U JPS643893Y2 JP S643893 Y2 JPS643893 Y2 JP S643893Y2 JP 13908381 U JP13908381 U JP 13908381U JP 13908381 U JP13908381 U JP 13908381U JP S643893 Y2 JPS643893 Y2 JP S643893Y2
Authority
JP
Japan
Prior art keywords
reinforcing plate
lining
conduit
reinforcing
locking
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
JP13908381U
Other languages
Japanese (ja)
Other versions
JPS5844581U (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 JP13908381U priority Critical patent/JPS5844581U/en
Publication of JPS5844581U publication Critical patent/JPS5844581U/en
Application granted granted Critical
Publication of JPS643893Y2 publication Critical patent/JPS643893Y2/ja
Granted legal-status Critical Current

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  • Rigid Pipes And Flexible Pipes (AREA)

Description

【考案の詳細な説明】 本考案は導管の内周面に施されたライニング内
にライニング繋止用の構造を具えた補強板が埋設
されたライニング管に関し、特に補強板をその機
械的強度が低下しない構造にしたものである。
[Detailed description of the invention] The present invention relates to a lined pipe in which a reinforcing plate with a structure for anchoring the lining is embedded in the lining provided on the inner peripheral surface of the pipe, and in particular, the reinforcing plate has a mechanical strength. It has a structure that does not deteriorate.

従来のライニング管の断面構造を第1図に示
す。同図に示すようにライニング管1は導管2の
内周面に絶縁材である合成樹脂等のライニング3
が内張りされ、さらにライニング繋止用の繋止構
造5を周面に多数具えた補強板4が導管2の内周
面に溶接等により複数個所で固着されてライニン
グ3内にモールド成形により埋設されている。こ
の補強板4は、モールド成形時の熱収縮により導
管2とライニング3との間に発生する隙間の防止
や、或いは管路内の負圧等によるライニング3の
剥離を防止するために設けられている。
The cross-sectional structure of a conventional lining pipe is shown in FIG. As shown in the figure, the lining pipe 1 is lined with a lining 3 made of synthetic resin or the like as an insulating material on the inner peripheral surface of the conduit 2.
A reinforcing plate 4 having a plurality of locking structures 5 on the circumference for locking the lining is fixed to the inner peripheral surface of the conduit 2 at multiple locations by welding or the like, and is embedded in the lining 3 by molding. ing. This reinforcing plate 4 is provided to prevent a gap from occurring between the conduit 2 and the lining 3 due to heat shrinkage during molding, or to prevent the lining 3 from peeling off due to negative pressure in the conduit. There is.

また、補強板4に設けられる繋止構造5は、例
えば第2図〜第7図に示すものが一般に採用され
ている。第2図および第3図には補強板4の母材
を一部切断して形成される穴部を有する穴付突起
5a,5bを、第4図には周縁に突起を有する突
起付穴5cを示す。また、第5図には波形に成形
された補強板4の凸部に孔を有する構造5dを示
し、第6図a,bには開口部が異なる外形で補強
板4に形成される孔5eを示す。さらに第7図に
は波形に成形され補強板4に固着して用いられる
繋止部材5fを示す。従来においてはこのような
繋止構造5を補強板4に設けるには、例えば第2
図の如き穴付突起5aの場合には、第8図のよう
に導管2の軸方向に沿つて補強板4の一部を切断
することにより設けられていた。そのため、補強
板4の周方向の座屈強度は当然として低下するも
のであつた。
Further, as the locking structure 5 provided on the reinforcing plate 4, those shown in FIGS. 2 to 7, for example, are generally adopted. FIGS. 2 and 3 show protrusions 5a and 5b with holes formed by partially cutting the base material of the reinforcing plate 4, and FIG. 4 shows protrusions 5c with protrusions on the periphery. shows. Further, FIG. 5 shows a structure 5d in which a convex portion of the reinforcing plate 4 formed into a corrugated shape has a hole, and FIGS. shows. Furthermore, FIG. 7 shows a locking member 5f formed into a corrugated shape and used by being fixed to the reinforcing plate 4. Conventionally, in order to provide such a locking structure 5 on the reinforcing plate 4, for example, a second
In the case of the holed projection 5a as shown in the figure, it was provided by cutting a part of the reinforcing plate 4 along the axial direction of the conduit 2 as shown in FIG. Therefore, the buckling strength of the reinforcing plate 4 in the circumferential direction naturally decreases.

因みに、ライニング3内に埋設される補強板4
には、モールド成形によるライニング処理後、ラ
イニングの熱収縮によつて相当大きな応力が加わ
るため、補強板4の剛性を相当大きくする必要が
ある。
Incidentally, the reinforcing plate 4 buried within the lining 3
After the lining treatment by molding, a considerably large stress is applied due to thermal contraction of the lining, so it is necessary to considerably increase the rigidity of the reinforcing plate 4.

そこで、補強板の剛性を高めるために補強板の
板厚を厚くすればよいが、板厚を厚くするとこれ
に伴なつてライニング層も厚くなり、その結果ラ
イニング材の内径が小さくなつてしまい構造設計
上不利である。また、剛性を高めるため導管内周
面のより多数の個所を溶接等により固着すること
もできるが、作業性が悪く製造コストが高くな
る。
Therefore, in order to increase the rigidity of the reinforcing plate, it is possible to increase the thickness of the reinforcing plate, but when the thickness of the reinforcing plate is increased, the lining layer also becomes thicker, and as a result, the inner diameter of the lining material becomes smaller and the structure deteriorates. This is disadvantageous in terms of design. Further, in order to increase the rigidity, a larger number of locations on the inner circumferential surface of the conduit can be fixed by welding or the like, but this results in poor workability and increases manufacturing costs.

本考案は上記従来技術に鑑み、ライニング内に
埋設された繋止構造を具える補強板が最小限の板
厚でも充分剛性が得られる構造にしたライニング
管を提供することを目的とする。かかる目的を達
成する本考案の構成は、導管の内周面にモールド
成形により内張りされたライニング材と、このラ
イニング材と係合するブリツジ状の凸部とこの凸
部の形成により生じた穴とがプレスによつて打出
された係合部が分布形成された金属板を円筒状に
した補強板とを具備し、この穴が導管の管軸方向
を向くように配置したことを特徴とするものであ
る。
In view of the above-mentioned prior art, it is an object of the present invention to provide a lined pipe in which a reinforcing plate having a locking structure embedded in the lining has a structure in which sufficient rigidity can be obtained even with a minimum plate thickness. The structure of the present invention that achieves this purpose includes a lining material lined by molding on the inner circumferential surface of the conduit, a bridge-shaped protrusion that engages with the lining material, and a hole formed by the formation of the protrusion. and a reinforcing plate made of a cylindrical metal plate on which engaging parts are punched out by a press, and the holes are arranged so as to face the axial direction of the conduit. It is.

以下に本考案の一実施例を図面に基づき詳細に
説明する。尚、本実施例においては第2図に示す
繋止構造を具えた補強板に適用した場合について
説明し、従来例と同一部分には同一番号を附し、
重複する説明は省略する。
An embodiment of the present invention will be described in detail below with reference to the drawings. In this example, a case will be described in which the reinforcing plate is equipped with the locking structure shown in FIG. 2, and the same parts as in the conventional example are given the same numbers.
Duplicate explanations will be omitted.

本実施例のライニング管は、ライニング3内に
埋設される補強板6に設けられる繋止構造5が、
この補強板6の周方向の座屈変形耐力を低下させ
ないよう設けられたものである。つまり、第2図
に示す穴付突起5aの如く、繋止構造5がプレス
加工により補強板6を一部切断して形成される場
合には、第9図に示すように補強板6の周方向に
沿い切断して穴付突起5aが設けられる。即ち、
この穴付突起5aの穴部が導管2の軸方向に向う
よう穴付突起5aが補強板6に設けられる。した
がつて、第8図に示す従来技術の如く、切断部即
ち穴部によつて補強板4の周方向の強度が弱まる
ことがなく、穴付突起5aがリブの効果を発揮す
るため、補強板6にはプレス加工以前の強度を保
持させることができる。そのため、ライニング3
内に補強板6を埋設しても周方向の座屈変形耐力
が低下することがない。その結果、補強板6の一
部が管路内方へ陥没することを抑止できると共
に、補強板6の板厚を従来に比べ薄くすることが
できる。また、このような補強板6で円筒状に補
強管を形成すれば、その板厚を0.8mm程度にして
も、スポツト溶接等により補強管を導管2に固着
することもなく、導管2内に挿入してライニング
3内に埋設するだけで、充分な円周方向の座屈強
度を得ることができる。
In the lining pipe of this embodiment, the locking structure 5 provided on the reinforcing plate 6 buried in the lining 3 is
This is provided so as not to reduce the buckling deformation strength of the reinforcing plate 6 in the circumferential direction. In other words, when the locking structure 5 is formed by cutting a part of the reinforcing plate 6 by press working, such as the protrusion with a hole 5a shown in FIG. 2, the periphery of the reinforcing plate 6 is A protrusion 5a with a hole is provided by cutting along the direction. That is,
The holed projection 5a is provided on the reinforcing plate 6 so that the hole of the holed projection 5a faces in the axial direction of the conduit 2. Therefore, unlike the prior art shown in FIG. 8, the circumferential strength of the reinforcing plate 4 is not weakened by the cut portions, that is, the hole portions, and the holed protrusions 5a exhibit the effect of ribs, so that the reinforcing The strength of the plate 6 before press working can be maintained. Therefore, lining 3
Even if the reinforcing plate 6 is embedded therein, the buckling deformation strength in the circumferential direction does not decrease. As a result, it is possible to prevent a portion of the reinforcing plate 6 from sinking inward of the pipe, and the thickness of the reinforcing plate 6 can be made thinner than in the past. Furthermore, if a reinforcing tube is formed into a cylindrical shape using such a reinforcing plate 6, even if the thickness of the reinforcing plate is about 0.8 mm, the reinforcing tube will not be fixed to the conduit 2 by spot welding, etc. By simply inserting and burying it in the lining 3, sufficient buckling strength in the circumferential direction can be obtained.

以上、実施例を挙げて具体的に説明したように
本考案によれば、ライニング内に埋設される補強
板の周方向の座屈変形耐力を低下させない向きに
ライニング繋止用の繋止構造を補強板に設けたこ
とにより、最小限の板厚にしても補強板には最大
限の剛性を持たせることができるため、従来の補
強板に比べ板厚を薄くすることができ、材料費を
節約でき且つ構造設計上有利となる。
As described above in detail with reference to the embodiments, according to the present invention, the locking structure for locking the lining is oriented in a direction that does not reduce the buckling deformation strength in the circumferential direction of the reinforcing plate buried in the lining. By providing the reinforcing plate, it is possible to give the reinforcing plate maximum rigidity even with the minimum thickness, which allows the plate to be thinner than conventional reinforcing plates, reducing material costs. This saves money and is advantageous in terms of structural design.

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

第1図〜第8図は従来技術に係り、第1図はラ
イニング管の縦断面図、第2図および第3図は穴
付突起を具えた補強板の斜視図、第4図は突起付
穴を具えた補強板の斜視図、第5図は波形に成形
された補強板の斜視図、第6図aは開口部が異径
に形成される孔が穿設された補強板の斜視図、第
6図bはその断面図、第7図は波形に成形された
補強部材が固着された補強板の斜視図、第8図は
ライニング内に埋設される穴付突起を具えた補強
板を示す斜視図、第9図は本考案の一実施例を示
す斜視図である。 図面中、2は導管、3はライニング、5,5
a,5b,5c,5e,5fは繋止構造、6は補
強板である。
Figures 1 to 8 relate to the prior art, with Figure 1 being a longitudinal sectional view of a lining pipe, Figures 2 and 3 being perspective views of a reinforcing plate with projections with holes, and Figure 4 with projections. FIG. 5 is a perspective view of a reinforcing plate formed into a corrugated shape; FIG. 6a is a perspective view of a reinforcing plate having holes with openings having different diameters. , Fig. 6b is a sectional view thereof, Fig. 7 is a perspective view of a reinforcing plate to which a corrugated reinforcing member is fixed, and Fig. 8 is a reinforcing plate equipped with a protrusion with a hole embedded in the lining. FIG. 9 is a perspective view showing an embodiment of the present invention. In the drawing, 2 is a conduit, 3 is a lining, 5,5
a, 5b, 5c, 5e, and 5f are locking structures, and 6 is a reinforcing plate.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 導管の内周面にモールド成形により内張りされ
たライニング材と、このライニング材と係合する
ブリツジ状の凸部とこの凸部の形成により生じた
穴とがプレスによつて打出された係合部が分布形
成された金属板を円筒状にした補強板とを具備
し、前記穴が前記導管の管軸方向を向くように配
置したことを特徴とするライニング管。
An engagement part formed by pressing out a lining material lined by molding on the inner circumferential surface of a conduit, a bridge-shaped convex part that engages with this lining material, and a hole created by the formation of this convex part. 1. A reinforcing plate made of a cylindrical metal plate having a cylindrical shape formed therein, the holes being arranged so as to face the axial direction of the conduit.
JP13908381U 1981-09-19 1981-09-19 lining pipe Granted JPS5844581U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13908381U JPS5844581U (en) 1981-09-19 1981-09-19 lining pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13908381U JPS5844581U (en) 1981-09-19 1981-09-19 lining pipe

Publications (2)

Publication Number Publication Date
JPS5844581U JPS5844581U (en) 1983-03-25
JPS643893Y2 true JPS643893Y2 (en) 1989-02-01

Family

ID=29932286

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13908381U Granted JPS5844581U (en) 1981-09-19 1981-09-19 lining pipe

Country Status (1)

Country Link
JP (1) JPS5844581U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6081589A (en) * 1983-10-12 1985-05-09 横河電機株式会社 Lining pipe

Also Published As

Publication number Publication date
JPS5844581U (en) 1983-03-25

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