JPS6012219B2 - Structure of pipe lining - Google Patents

Structure of pipe lining

Info

Publication number
JPS6012219B2
JPS6012219B2 JP55051429A JP5142980A JPS6012219B2 JP S6012219 B2 JPS6012219 B2 JP S6012219B2 JP 55051429 A JP55051429 A JP 55051429A JP 5142980 A JP5142980 A JP 5142980A JP S6012219 B2 JPS6012219 B2 JP S6012219B2
Authority
JP
Japan
Prior art keywords
pipe
lining
lining material
tube
wall
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
JP55051429A
Other languages
Japanese (ja)
Other versions
JPS56146718A (en
Inventor
泰司 深尾
幸一 佐藤
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.)
Azbil Corp
Original Assignee
Azbil Corp
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 Azbil Corp filed Critical Azbil Corp
Priority to JP55051429A priority Critical patent/JPS6012219B2/en
Publication of JPS56146718A publication Critical patent/JPS56146718A/en
Publication of JPS6012219B2 publication Critical patent/JPS6012219B2/en
Expired 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
    • B29C63/00Lining or sheathing, i.e. applying preformed layers or sheathings of plastics; Apparatus therefor
    • B29C63/48Preparation of the surfaces
    • B29C63/486Preparation of the surfaces of metal surfaces
    • 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
    • B29C37/00Component parts, details, accessories or auxiliary operations, not covered by group B29C33/00 or B29C35/00
    • B29C37/0078Measures or configurations for obtaining anchoring effects in the contact areas between layers
    • B29C37/0082Mechanical anchoring

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
  • Laminated Bodies (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)

Description

【発明の詳細な説明】 本発明は構造が簡単で容易に製作でき、しかもラィニン
グ材の脱落を防止し得るようにした管内ライニングの構
造に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a pipe lining structure that is simple and easy to manufacture, and that can prevent the lining material from falling off.

従来、この種のラィニング構造としては、第1図に示す
ように管1の内壁laに環状のアリ溝2を複数個刻設し
てライニング材3を前記管1の内壁laに内張りし、そ
の両端3a,3bを管1の各閉口部からフランジ部4a
,4bの表面にまで延在させたものとか、第2図に示す
ように管1の内壁laに内張りされるラィニング材3に
多孔円筒状の補強部材5を埋設したもの(実公昭53一
51181号)が知られている。
Conventionally, in this type of lining structure, as shown in FIG. Both ends 3a and 3b are connected to the flange part 4a from each closed part of the pipe 1.
, 4b, or, as shown in FIG. 2, a porous cylindrical reinforcing member 5 is embedded in the lining material 3 lined on the inner wall la of the pipe 1 (Utility Model Act 53-51181). No.) is known.

しかしながら、前者にあってはアリ溝2間の距離が比較
的長いため、管1内を流れる流体の熱変化に伴いラィニ
ング材3が鞠方向に伸縮すると、アリ溝2の煩斜側面と
の間に隙間が生じ、軸と直角方向の力が加わると、ラィ
ニング材3が管内孔から難なく脱落してしまうという欠
点がある。一方、後者は補強部材5の各孔6に充填され
たラィニング材を介して円筒状の内外のライニング材が
結合しているから、孔6の密度を高くすることにより、
内外のラィニング材を強固に結合でき、剥れを防止する
ことができるものの、ラィニング材3の厚みが不必要に
厚くなるという欠点がある。本発明は上記したような従
釆の欠点に鑑みてなされたもので、管の内壁にピッチの
小さい溝を多数形成し、この溝間に残されている山部分
の頂部を各溝の上方を塞ぐように軸方向に倒すかまたは
押しつぶし、前記溝を含む管内壁にラィニング材を内張
りすることにより、ラィニング材と管との結合強度を増
大させ、伸縮等によるラィニング材の剥離、脱落を防止
するようにした管内ラィニングの構造を提供するもので
ある。
However, in the former case, since the distance between the dovetail grooves 2 is relatively long, when the lining material 3 expands and contracts in the mari direction due to thermal changes in the fluid flowing inside the pipe 1, the distance between the dovetail grooves 2 and the oblique side surface There is a drawback that if a gap is created in the tube and a force is applied in a direction perpendicular to the axis, the lining material 3 easily falls off from the tube inner hole. On the other hand, in the latter case, the inner and outer lining materials of the cylindrical shape are connected through the lining material filled in each hole 6 of the reinforcing member 5, so by increasing the density of the holes 6,
Although the inner and outer lining materials can be firmly bonded and peeling can be prevented, there is a drawback that the thickness of the lining material 3 becomes unnecessarily thick. The present invention was made in view of the above-mentioned drawbacks of the secondary pipe, and involves forming a large number of grooves with a small pitch on the inner wall of the pipe, and extending the tops of the peaks left between the grooves above each groove. By tilting or crushing the tube in the axial direction so as to close it, and lining the inner wall of the tube including the groove with the lining material, the bonding strength between the lining material and the tube is increased and the lining material is prevented from peeling off or falling off due to expansion and contraction, etc. The present invention provides a pipe lining structure as described above.

以下、本発明を図面に示す実施例に基づいて詳細に説明
する。
Hereinafter, the present invention will be described in detail based on embodiments shown in the drawings.

第3図は本発明に係る管内ラィニングの基本的構成を示
す要部断面図である。
FIG. 3 is a sectional view of a main part showing the basic structure of the pipe lining according to the present invention.

同図において、10は管1の内壁に形成されたピッチの
小さいV字状ねじ溝、11はこのねじ溝10間に残され
た部分、すなわちねじ溝10を形成している山都分、1
2は前記ねじ溝10を含む管内壁全体に内張りされたラ
ィニング材で、前記山部分11の頂部11aはねじ溝1
0の上方を塞ぐように管軸万向に倒されている。ライニ
ング材12としては、ポリテトラフルオルェチレンのよ
うな糸状にして強固な物質が好適であるが、ゴム、ポリ
ウレタンなど公知の各種材料を使用することも可能で、
要は管内を流れる流体に合せて選択使用すればよい。次
に、上記構成によるラィニングの製造方法の一実施例を
第4図を用いて説明する。管1の内壁にねじ溝10を形
成した後、該管1の一方の閉口部13からねじ溝10の
山蓬D,より大きく、谷径D2より小さい直径R(D,
<R<D2)を有する押圧部材としての鋼球15を油圧
プレスなどで圧入して山部分11の頂部11aを管軸方
向に横倒しし、しかる後第3図に示すようにラィニング
材12を管1の内壁に内張りする。前記鋼球15は管1
の一方の閉口部13から圧入して他の開口部14から取
り出してもよいが、山部分11の頂部11aの横倒方向
を変えてもよい。この場合には鋼球15を一方の関口部
13から管1の内孔中央まで圧入して同開○部13より
取り出した後、管1を反転させて他方の関口部14から
鎖線で示すように鋼球15′を圧入して残りの山部分1
1の頂部11aを反対方向に横倒しすればよい。関口部
14から圧入した鋼球15′の取り出しは山部分11の
すべてが横倒しされているので、どちらの開口部13,
14からでも可能である。かくして、このような構成に
よる管内ラィニングの構造によれば、ラィニング材12
はネジピッチ間隔できめ細かく管内壁にかじりついて一
体に結合しているので、結合強度が大きく、また熱変化
によりラィニング材12が伸縮しても各かじりつき部分
間の寸法は短いため、寸法変化を無視することができ、
したがってライニング材12の剥れ、脱落を防止するこ
とができる。
In the figure, 10 is a V-shaped thread groove with a small pitch formed on the inner wall of the tube 1, 11 is the portion left between the thread grooves 10, that is, the mountain portion forming the thread groove 10;
Reference numeral 2 denotes a lining material that lines the entire inner wall of the pipe including the thread groove 10, and the top portion 11a of the mountain portion 11 is lined with the thread groove 1.
The tube axis is tilted in all directions so as to block the upper part of 0. As the lining material 12, a strong thread-like substance such as polytetrafluorethylene is suitable, but various known materials such as rubber and polyurethane may also be used.
The key is to select and use them according to the fluid flowing inside the pipe. Next, an embodiment of a method for manufacturing a lining with the above structure will be described with reference to FIG. 4. After forming the thread groove 10 on the inner wall of the tube 1, a diameter R(D,
<R<D2) is pressed into the steel ball 15 as a pressing member using a hydraulic press or the like, and the top 11a of the mountain portion 11 is laid down sideways in the direction of the pipe axis, and then the lining material 12 is inserted into the pipe as shown in FIG. Line the inner wall of 1. The steel ball 15 is the tube 1
Although it may be press-fitted from one closed portion 13 and taken out from the other opening portion 14, the horizontal direction of the top portion 11a of the mountain portion 11 may be changed. In this case, the steel ball 15 is press-fitted from one entrance part 13 to the center of the inner hole of the pipe 1 and taken out from the same open part 13, and then the pipe 1 is turned over and inserted from the other entrance part 14 as shown by the chain line. Press-fit the steel ball 15' into the remaining peak part 1.
What is necessary is just to lay down the top part 11a of 1 in the opposite direction. When taking out the steel ball 15' that was press-fitted from the entrance part 14, since all the peak parts 11 are turned sideways, which opening 13,
It is possible even from 14. Thus, according to the structure of the pipe lining having such a configuration, the lining material 12
Since the screws bite into the inner wall of the pipe finely at the thread pitch interval and are joined together, the bonding strength is large, and even if the lining material 12 expands or contracts due to thermal changes, the dimensions between each biting part are short, so dimensional changes can be ignored. It is possible,
Therefore, peeling and falling off of the lining material 12 can be prevented.

また、前述した通り、管内孔の上半分と下半分とで山部
分11の頂部11aの横倒方向を反対方向にした場合に
は、より強固な剥れ防止構造とすることができる。また
、ねじ加工、鋼球15の庄入も非常に簡単で、安価に製
造できる。第5図a,b,cは成形方法の他の実施例を
示す。
Further, as described above, if the horizontal directions of the top portions 11a of the mountain portions 11 are made in opposite directions in the upper and lower halves of the tube inner hole, a stronger peeling prevention structure can be achieved. Further, thread processing and insertion of the steel balls 15 are very easy, and manufacturing is possible at low cost. Figures 5a, b, and c show other embodiments of the molding method.

この実施例においてはねじ溝10をや)深く形成すると
共に山部分11の頂部11aを等ピッチで断続的に横倒
しして隣接する山部分11に近接もしくは接触させてい
る。この場合、同図aに示すようにラィニング材12の
うち山都分11の横倒しされた頂部11aとねじ溝10
の間に充填された離隔部分12Aは、その両端部にて管
内壁に内張りされたラィニング層としつかり一体に結合
されている。かくして、このような離隔部分12Aを設
ければ、ラィニング材12が管内壁の全面にわたって縫
いつけられたような構成となるので、結合強度が非常に
大で、いかなる方向の外力が加わったとしてもラィニン
グ材12が剥れたり脱落するようなことはない。
In this embodiment, the thread grooves 10 are formed deeply, and the tops 11a of the crests 11 are intermittently laid down at equal pitches so as to be close to or in contact with adjacent ridges 11. In this case, as shown in FIG.
The spaced apart portion 12A filled between the tubes is firmly and integrally connected at both ends to a lining layer lining the inner wall of the tube. Thus, by providing such a separated portion 12A, the lining material 12 is sewn over the entire surface of the inner wall of the pipe, so the bonding strength is extremely high, and even if an external force is applied in any direction, the lining material The material 12 will not peel or fall off.

第6図は第5図に示した山都分11の頂部11aを等ピ
ッチで断続的に横倒しするために用いられる工具の刃先
を示す正面図である。
FIG. 6 is a front view showing the cutting edge of a tool used to intermittently topple the top portion 11a of the mountain part 11 shown in FIG. 5 sideways at equal pitches.

この工具2川ま円柱状に形成されて、その先端の刃先部
20Aの外周面に該工具20の外径よりも幾分大きい外
径を有する複数個の大径部21が一体にかつ軸方向に長
く形成されており、これらの大径部21の間にスリット
部22が形成されている。したがって、この工具20の
刃先部20Aを管1の内孔に圧入していくと、前記大蓬
部21に対応する山都分11の頂部11aが横倒しされ
、スリット部22に対応する山部分11の頂部11aが
そのまま残されて、第5図に示す山部分11を一気に所
定形状に形成する。それ故、この場合においても可工が
極めて簡単であり、また公知のブローチ加工を応用する
ことができる。第7図は成形方法のさらに他の実施例を
示す要部断面図である。
This tool 2 is formed into a cylindrical shape, and a plurality of large diameter portions 21 having an outer diameter somewhat larger than the outer diameter of the tool 20 are integrally formed on the outer circumferential surface of the cutting edge portion 20A at the tip thereof and in the axial direction. A slit portion 22 is formed between these large diameter portions 21 . Therefore, when the cutting edge portion 20A of this tool 20 is press-fitted into the inner hole of the tube 1, the top portion 11a of the ridge portion 11 corresponding to the large ridge portion 21 is tilted sideways, and the ridge portion 11 corresponding to the slit portion 22 is tilted sideways. The peak portion 11a shown in FIG. 5 is left as it is, and the peak portion 11 shown in FIG. 5 is formed into a predetermined shape at once. Therefore, even in this case, machining is extremely simple, and known broaching can be applied. FIG. 7 is a sectional view of a main part showing still another embodiment of the molding method.

この実施例においては、山部分11の頂部11aを図に
示す如く押しつぶして隣り合う2つのねじ溝10の上方
を同時に塞ぐようにしている。この場合、ライニング材
12はねじ溝10部分にて環状係止部23が太く形成さ
れ、これが全周に亘り、山部分11の頂上付近の頚部で
ラィニング層と結合されることになる。したがって、こ
の場合においても強固な結合が得られるので、ラィニン
グ材12にいかなる方向の外力が加わったとしても、ラ
ィニング材12が剥れたり脱落したりする塵れはない。
In this embodiment, the top portion 11a of the mountain portion 11 is crushed as shown in the figure to simultaneously close the upper portions of two adjacent thread grooves 10. In this case, the lining material 12 has a thick annular locking portion 23 formed at the thread groove 10 portion, and is joined to the lining layer at the neck near the top of the mountain portion 11 over the entire circumference. Therefore, even in this case, a strong bond is obtained, so that even if an external force is applied to the lining material 12 in any direction, there will be no dust that will cause the lining material 12 to peel or fall off.

このような山部分1 1の形成方法としては第8図に示
すようにバニシングと呼ばれる従釆の加工法を応用する
ことができる。
As a method for forming such a peak portion 11, a secondary processing method called burnishing can be applied, as shown in FIG.

すなわち、ねじ溝10が形成される管1の内孔に、先端
が小径に形成されたテーバー付主動軸25を管軸と軸0
を一致させて挿入し、その周りに山部分11の頂部11
aを押しつぶすためのローラ穣26を複数本配置し、前
記テーパ付主動軸25を矢印方向に回転させると、この
主動軸25の回転に伴ってローラ榛26が反対方向に回
転され、これによって山部分11の頚部11aを第7図
に示す如く漸次押しつぶしていく。なお、上記実施例は
いずれもねじ溝10を管1の内壁に形成した場合につい
て説明したが、本発明はこれに何ら限定されるものでは
なく、リング状の溝を多数刻設してもよい。
That is, in the inner hole of the tube 1 in which the thread groove 10 is formed, the tapered main drive shaft 25 whose tip is formed with a small diameter is connected to the tube axis and the shaft 0.
Align and insert the top part 11 of the mountain part 11 around it.
When a plurality of roller rods 26 are arranged for crushing a and the tapered main drive shaft 25 is rotated in the direction of the arrow, the roller rods 26 are rotated in the opposite direction with the rotation of the main drive shaft 25. The neck 11a of the portion 11 is gradually crushed as shown in FIG. Incidentally, in the above embodiments, the case where the thread groove 10 is formed on the inner wall of the pipe 1 has been described, but the present invention is not limited to this in any way, and a large number of ring-shaped grooves may be formed. .

また、溝はV字状に限らず、第9図a,bに示す角溝3
0,U字状簿31等各種の形状にすることが可能である
。また、本発明にあっては管1の内孔全周に亘つて溝を
施す必要はなく、必要部分に対してのみ実施し得るもの
である。以上説明したように、本発明に係る管内ライニ
ングの機造によれば、管の内壁にピッチの小さい複数個
の溝を形成して、各溝間に残された山部分の頂部を各溝
の上方を塞ぐように管軸方向に倒すかもしくは押しつぶ
し、溝内を含む管内壁にラィニング材を内張りするよう
にしたので、ラィニング材を管に対して強固に結合させ
ることができる。
In addition, the groove is not limited to the V-shape, but the square groove 3 shown in FIGS. 9a and 9b.
It is possible to make it into various shapes such as 0, U-shaped ledger 31, etc. Further, in the present invention, it is not necessary to form grooves all around the inner hole of the tube 1, and the grooves can be formed only in the necessary portions. As explained above, according to the structure of the pipe lining according to the present invention, a plurality of grooves with a small pitch are formed on the inner wall of the pipe, and the top of the mountain portion left between each groove is Since the tube is tilted or crushed in the tube axis direction so as to close the upper part, and the inner wall of the tube including the inside of the groove is lined with the lining material, the lining material can be firmly bonded to the tube.

そのため、熱変化により伸縮したりあるいは外力が加わ
ったとしても、ラィニング材の剥離、脱落を防止でき、
製品の耐久性が向上するほか、加工成形が極めて簡単で
安価に製造することができる。
Therefore, even if the lining material expands or contracts due to thermal changes or external force is applied, it will prevent the lining material from peeling off or falling off.
In addition to improving the durability of the product, it is extremely easy to process and mold and can be manufactured at low cost.

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

第1図および第2図は従釆のラィニング構造の一例を示
す縦断面図および一部被断斜視図、第3図は本発明に係
る管内ラィニングの基本的構成を示す要部断面図、第4
図は管内ライニングの成形方法を説明するための図、第
5図は成形方法の他の実施例を示し、aはその要部断面
図、bはa図のA−A線断面図、cはa図のB一B線断
面図、第6図は第5図に示した山都分を加工するために
用いられる工具の要部正面図、第7図は成形方法のさら
に他の実施例を示す要部断面図、第8図は第7図に示し
た山都分の加工法を示す図、第9図a,bは溝の他の実
施例を示す要部断面図である。 1……管、10……ねじ溝、11…・・・山部分、11
a・・・・・・項部、12・・・・・・ライニング材、
15・・・・・・鋼球、20…・・・工具、21・・・
・・・大径部、22……スリット部、25・…・〇ナー
パ付主動髄、26・・・…ローラ棒。 才1図 才2図 汁3図 矛4図 オ5図 才6図 オ7図 矛8図 オ9図
1 and 2 are a longitudinal sectional view and a partially cutaway perspective view showing an example of the lining structure of a subordinate pipe, and FIG. 3 is a sectional view showing the basic structure of the pipe lining according to the present invention, 4
The figure is a diagram for explaining the method for forming the pipe lining, and FIG. Fig. 6 is a front view of the main part of the tool used to process the mountain portion shown in Fig. 5, and Fig. 7 shows still another embodiment of the forming method. FIG. 8 is a diagram showing a processing method for the mountain part shown in FIG. 7, and FIGS. 9a and 9b are sectional views of main parts showing other embodiments of the groove. 1...Pipe, 10...Thread groove, 11...Mountain part, 11
a... Neck part, 12... Lining material,
15... Steel ball, 20... Tool, 21...
・・・Large diameter part, 22...Slit part, 25...○ Active spinal cord with napa, 26...Roller rod. 1 figure, 2 figures, 3 figures, 3 figures, 4 figures, 5 figures, 6 figures, 7 figures, 8 figures, 9 figures

Claims (1)

【特許請求の範囲】 1 管内壁に多数設けられた比較的細い溝と、頂部が前
記各溝の上方を塞ぐように軸方向に倒されるかまたは押
しつぶされた前記各溝間に残された山部分と、前記溝内
を含む管内壁に張りめぐらされたライニング材とよりな
る管内ライニングの構造。 2 山部分の頂部は溝の上方を断続的に塞ぐように断続
的に軸方向に倒されるかまたは押しつぶされていること
を特徴とする特許請求の範囲第1項記載の管内ライニン
グの構造。
[Scope of Claims] 1. A large number of relatively narrow grooves provided on the inner wall of the pipe, and ridges left between the grooves that are collapsed or crushed in the axial direction so that the tops close the upper portions of the grooves. and a lining material stretched over the inner wall of the pipe including the inside of the groove. 2. The pipe lining structure according to claim 1, wherein the top of the mountain portion is intermittently tilted or crushed in the axial direction so as to intermittently close the upper part of the groove.
JP55051429A 1980-04-18 1980-04-18 Structure of pipe lining Expired JPS6012219B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP55051429A JPS6012219B2 (en) 1980-04-18 1980-04-18 Structure of pipe lining

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP55051429A JPS6012219B2 (en) 1980-04-18 1980-04-18 Structure of pipe lining

Publications (2)

Publication Number Publication Date
JPS56146718A JPS56146718A (en) 1981-11-14
JPS6012219B2 true JPS6012219B2 (en) 1985-03-30

Family

ID=12886680

Family Applications (1)

Application Number Title Priority Date Filing Date
JP55051429A Expired JPS6012219B2 (en) 1980-04-18 1980-04-18 Structure of pipe lining

Country Status (1)

Country Link
JP (1) JPS6012219B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6019532A (en) * 1983-07-13 1985-01-31 西川ゴム工業株式会社 Manufacture of laminated board
JPS6246696U (en) * 1985-09-10 1987-03-23
DE19731424C1 (en) * 1997-07-22 1998-08-13 Daimler Benz Ag Embedding metallic conductors into plastic composition
DE102004014363A1 (en) * 2004-03-24 2005-10-13 Robert Bosch Gmbh Metal-plastic composite part with shrinkage compensation

Also Published As

Publication number Publication date
JPS56146718A (en) 1981-11-14

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