JP3147263B2 - Reinforcement ring - Google Patents

Reinforcement ring

Info

Publication number
JP3147263B2
JP3147263B2 JP08015593A JP8015593A JP3147263B2 JP 3147263 B2 JP3147263 B2 JP 3147263B2 JP 08015593 A JP08015593 A JP 08015593A JP 8015593 A JP8015593 A JP 8015593A JP 3147263 B2 JP3147263 B2 JP 3147263B2
Authority
JP
Japan
Prior art keywords
wedge
wedge member
pipe
tube
reinforcing ring
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 - Fee Related
Application number
JP08015593A
Other languages
Japanese (ja)
Other versions
JPH06265061A (en
Inventor
孝夫 橋本
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.)
Cosmo Koki Co Ltd
Original Assignee
Cosmo Koki Co Ltd
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 Cosmo Koki Co Ltd filed Critical Cosmo Koki Co Ltd
Priority to JP08015593A priority Critical patent/JP3147263B2/en
Publication of JPH06265061A publication Critical patent/JPH06265061A/en
Application granted granted Critical
Publication of JP3147263B2 publication Critical patent/JP3147263B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Joints With Sleeves (AREA)
  • Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)

Description

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

【産業上の利用分野】本発明は、可撓性の管体の変形を
防止するための補強リングに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing ring for preventing deformation of a flexible tube.

【従来の技術】従来、例えば塩化ビニル製の可撓性の管
体は、土中に埋設された場合、しばしば土圧によって偏
平に変形することがあった。このような変形は、管体の
寿命を短縮するだけでなく、移送流体に対して過大な抵
抗を及ぼしていた。また、図3に示すように、可撓性の
塩化ビニル管100と、非可撓性の鋳鉄管101を結合
する際には、一般に鋼鉄製の管継手102が使用され
る。このような配管100、101及び管継手102を
土中に埋設した場合、可撓性の塩化ビニル管100のみ
が土圧Fによって変形するために、この変形量が管継手
102のスリーブ103内のゴム輪104の圧縮代以上
になると、管継手102から移送流体の漏れが発生して
しまう。
2. Description of the Related Art Conventionally, when a flexible pipe made of, for example, vinyl chloride is buried in soil, it often deforms flat due to earth pressure. Such deformation not only shortens the life of the tube, but also exerts excessive resistance on the transfer fluid. As shown in FIG. 3, when connecting a flexible vinyl chloride pipe 100 and a non-flexible cast iron pipe 101, a steel pipe joint 102 is generally used. When such pipes 100 and 101 and the pipe joint 102 are buried in the soil, only the flexible polyvinyl chloride pipe 100 is deformed by the earth pressure F. If the compression allowance of the rubber ring 104 is exceeded, the transfer fluid leaks from the pipe joint 102.

【発明が解決しようとする課題】本発明は、このような
問題点に着目してなされたもので、可撓性の管体の剛性
を付加的に向上させて、管体の寿命を延長するととも
に、移送流体の円滑な流通を保証し、さらには管継手に
おける漏洩を防止することを目的としている。
SUMMARY OF THE INVENTION The present invention has been made in view of such a problem, and additionally increases the rigidity of a flexible tube to extend the life of the tube. In addition, the object is to ensure smooth flow of the transfer fluid and to prevent leakage at the pipe joint.

【課題を解決するための手段】上記目的を達成するため
に、本発明の補強リングは、補強すべき管体の外周面に
周方向に所定の間隔を置いて複数個配列される楔部材に
対して、押圧板を管体軸線方向に沿って締付け手段によ
って締め付けることによって可撓性の管体を補強する補
強リングであって、前記楔部材は、管体に接触するその
各楔部材の内側面が、前記管体の外形に相応してそれぞ
れ円弧状になっており、かつ各楔部材の基部側に楔面が
形成されるようにその横断面がほぼL字状になってお
り、また前記押圧板は、前記楔部材の楔面と係合してこ
の楔部材を半径方向内側へ押し込む押圧開口が形成され
た1枚の平板であることを特徴としている。
In order to achieve the above object, a reinforcing ring according to the present invention comprises a plurality of wedge members arranged on a peripheral surface of a pipe to be reinforced at predetermined intervals in a circumferential direction.
On the other hand, the pressing plate is tightened along the axial direction of the pipe by the fastening means.
To reinforce the flexible tube by tightening
A strong ring, wherein the wedge member contacts the tubular body.
The inner surface of each wedge member corresponds to the outer shape of the tubular body.
And a wedge surface on the base side of each wedge member.
Its cross section is almost L-shaped as it is formed.
The pressing plate is engaged with a wedge surface of the wedge member.
A pressing opening is formed to push the wedge member radially inward.
It is characterized by being a single flat plate .

【作用】締付け手段によって、押圧板を楔部材に対して
管体の軸線方向に沿って締め付けると、一枚の平板であ
押圧板の押圧開口によって楔部材が半径方向内側へ押
し込まれるので、各楔部材は、管体を全周に亘って均等
に半径方向に圧縮する。これによって、補強リングの近
傍において管体の剛性は付加的に増大するので、管体
は、もはや土圧程度の外圧によって変形することはな
い。
When the pressing plate is fastened to the wedge member along the axial direction of the tube by the fastening means, a single flat plate is obtained.
Since the wedge members are pushed inward in the radial direction by the pressing openings of the pressing plate, each wedge member compresses the tube uniformly in the radial direction over the entire circumference. As a result, the stiffness of the tube in the vicinity of the reinforcing ring is additionally increased, so that the tube is no longer deformed by external pressures on the order of earth pressure.

【実施例】以下、本発明の実施例を図面に基づいて説明
する。図1において、可撓性の塩化ビニル管1と非可撓
性の鋳鉄管2、又は塩化ビニル管1と塩化ビニル管1
は、鋼鉄製の管継手3によって結合されている。この場
合、管継手3は、主な構成要素として、例えば鋼鉄製の
スリーブ4及びフランジ5、6、柔軟なゴム輪7、並び
に締付け用のボルト8及びナット9を有している。本発
明の補強リング10は、例えば、可撓性の塩化ビニル管
1の管継手3近傍に取り付けられる。この補強リング1
0は、図2に特に明瞭に示すように、補強すべき管体
(可撓性の塩化ビニル管1)の外周面に周方向に所定の
間隔を置いて配列される複数の楔部材11と、楔部材1
1の外側の楔面12に係合して、楔部材11を半径方向
内側へ押し込む押圧開口13を備えた1枚の平板押圧板
14と、押圧板14を楔部材11に対して管体の軸線方
向に沿って締め付けるボルト15及びナット16によっ
て構成されている。この場合、楔部材11の管体と接触
する内側面17は、管体の外形に相応して円弧状に形成
されていて、楔部材11の横断面は、ほぼL字状に形成
されている。つまり、押圧板14の押圧開口13と係合
する楔面12は、楔部材11の基部側に設けられてお
り、また、楔部材11の半径方向に延びる鍔部側には、
ボルト15を挿通するための通孔18を有する突起19
が付設されている。押圧板14にも、同様に、ボルト1
5を挿通するための通孔20が形成されている。ただ
し、この通孔20は、押圧開口13に楔面12を介して
係合する楔部材11の半径方向の移動を許容するため
に、ボルト15の直径よりも大きな半径方向長さを有し
ている。このような補強リング10を、図1に示すよう
に、管継手3近傍の可撓性の塩化ビニル管1に配置した
後、ボルト15及びナット16を締め込むと、押圧板1
4は、楔部材11に対して軸線方向に締め付けられ、押
圧板14の押圧開口13は、楔部材11の楔面12に圧
接して、楔部材11を半径方向内側へ押し込む。したが
って、塩化ビニル管1の周囲に配列された個々の楔部材
11は、管壁を均等に圧縮し、その結果、可撓性の塩化
ビニル管1の剛性は、部分的に増大する。それゆえ、増
大した剛性を有する可撓性の塩化ビニル管1の管継手3
近傍の部分は、土中に埋設した状態でももはや土圧によ
って変形することはないので、管継手3から漏れが生ず
ることはない。勿論、本発明の補強リング10は、管継
手3とは無関係に単独で使用することも可能である。要
は、可撓性の管体の意図せざる変形を防止するために、
管体の所望の位置にその都度適当数の補強リング10を
取り付ければよいのである。
Embodiments of the present invention will be described below with reference to the drawings. In FIG. 1, a flexible PVC pipe 1 and a non-flexible cast iron pipe 2 or a PVC pipe 1 and a vinyl chloride pipe 1
Are connected by a steel pipe joint 3. In this case, the pipe joint 3 has, as main components, a sleeve 4 and flanges 5 and 6 made of, for example, steel, a flexible rubber ring 7, and bolts 8 and nuts 9 for tightening. The reinforcing ring 10 of the present invention is attached, for example, near the pipe joint 3 of the flexible vinyl chloride pipe 1. This reinforcing ring 1
2, a plurality of wedge members 11 arranged at predetermined circumferential intervals on the outer peripheral surface of the pipe (flexible vinyl chloride pipe 1) to be reinforced, as clearly shown in FIG. , Wedge member 1
One flat plate pressing plate 14 having a pressing opening 13 that engages the outer wedge surface 12 and presses the wedge member 11 inward in the radial direction; It is constituted by a bolt 15 and a nut 16 which are tightened along the axial direction. In this case, the inner surface 17 of the wedge member 11 that contacts the tube is formed in an arc shape corresponding to the outer shape of the tube, and the cross section of the wedge member 11 is formed substantially in an L shape. . That is, the wedge surface 12 that engages with the pressing opening 13 of the pressing plate 14 is provided on the base side of the wedge member 11, and the wedge member 11 has a flange portion that extends in the radial direction of the wedge member 11.
A projection 19 having a through hole 18 for inserting the bolt 15
Is attached. Similarly, the bolt 1
5 is formed. However, the through hole 20 has a radial length greater than the diameter of the bolt 15 to allow the wedge member 11 engaging with the pressing opening 13 via the wedge surface 12 to move in the radial direction. I have. After placing such a reinforcing ring 10 on the flexible polyvinyl chloride pipe 1 near the pipe joint 3 as shown in FIG. 1, when the bolt 15 and the nut 16 are tightened, the pressing plate 1
4 is tightened in the axial direction with respect to the wedge member 11, and the pressing opening 13 of the pressing plate 14 is pressed against the wedge surface 12 of the wedge member 11 to push the wedge member 11 radially inward. Therefore, the individual wedge members 11 arranged around the PVC pipe 1 compress the pipe wall evenly, so that the rigidity of the flexible PVC pipe 1 is partially increased. Therefore, the fitting 3 of the flexible PVC pipe 1 with increased rigidity
Since the nearby portion is no longer deformed by the earth pressure even when buried in the soil, no leakage occurs from the pipe joint 3. Of course, the reinforcing ring 10 of the present invention can be used alone irrespective of the pipe joint 3. In short, to prevent unintended deformation of the flexible tube,
The appropriate number of reinforcing rings 10 may be attached to the desired position of the tube each time.

【発明の効果】本発明によれば、可撓性の管体の任意の
箇所の変形を防止することができるので、可撓性の管体
の寿命を延長するだけでなく、移送流体の円滑な流れを
保証することができる。また、管継手近傍に本発明の補
強リングを取り付けた場合には、管継手からの漏れを防
ぐことができる。
According to the present invention, deformation of an arbitrary portion of the flexible tube can be prevented, so that not only the life of the flexible tube is extended but also the smoothness of the transfer fluid can be improved. Flow can be guaranteed. When the reinforcing ring of the present invention is attached near the pipe joint, leakage from the pipe joint can be prevented.

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

【図1】管継手近傍に取り付けられた本発明の補強リン
グの実施例の断面図である。
FIG. 1 is a sectional view of an embodiment of a reinforcing ring of the present invention mounted near a pipe joint.

【図2】同実施例の斜視図である。FIG. 2 is a perspective view of the embodiment.

【図3】従来技術の管継手近傍の断面図である。FIG. 3 is a sectional view showing the vicinity of a conventional pipe joint.

【符号の説明】[Explanation of symbols]

1 可撓性の管体 2 非可撓性の管体 3 管継手 4 スリーブ 5 フランジ 6 フランジ 7 ゴム輪 8 ボルト 9 ナット 10 補強リング 11 楔部材 12 楔面 13 押圧開口 14 押圧板 15 ボルト 16 ナット 17 内側面 18 通孔 19 突起 20 通孔 DESCRIPTION OF SYMBOLS 1 Flexible pipe 2 Non-flexible pipe 3 Pipe joint 4 Sleeve 5 Flange 6 Flange 7 Rubber ring 8 Bolt 9 Nut 10 Reinforcement ring 11 Wedge member 12 Wedge surface 13 Press opening 14 Press plate 15 Bolt 16 Nut 17 inner surface 18 through hole 19 projection 20 through hole

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭54−53318(JP,A) 実開 昭63−40687(JP,U) 実開 昭63−40686(JP,U) 実開 平3−59586(JP,U) 実開 昭55−68775(JP,U) (58)調査した分野(Int.Cl.7,DB名) F16L 21/08 F16L 1/024 F16L 55/00 F16L 57/00 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-54-53318 (JP, A) JP-A-63-40687 (JP, U) JP-A-63-40686 (JP, U) 59586 (JP, U) Actually open 55-68775 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) F16L 21/08 F16L 1/024 F16L 55/00 F16L 57/00

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 補強すべき管体の外周面に周方向に所定
の間隔を置いて複数個配列される楔部材に対して、押圧
板を管体軸線方向に沿って締付け手段によって締め付け
ることによって可撓性の管体を補強する補強リングであ
って、 前記楔部材は、管体に接触するその各楔部材の内側面
が、前記管体の外形に相応してそれぞれ円弧状になって
おり、かつ各楔部材の基部側に楔面が形成されるように
その横断面がほぼL字状になっており、また前記押圧板
は、前記楔部材の楔面と係合してこの楔部材を半径方向
内側へ押し込む押圧開口が形成された1枚の平板である
ことを特徴とする補強リング。
1. A plurality of wedge members arranged on a peripheral surface of a pipe to be reinforced at predetermined intervals in a circumferential direction are pressed.
The plate is tightened along the axial direction of the tube by the tightening means.
This is a reinforcing ring that reinforces the flexible tube by
Thus, the wedge members are in contact with the inner surface of each wedge member in contact with the tube.
However, each has an arc shape corresponding to the outer shape of the tubular body.
So that a wedge surface is formed on the base side of each wedge member.
The cross section is substantially L-shaped, and the pressing plate
Engages the wedge surface of the wedge member to move the wedge member in the radial direction.
It is a single flat plate with a pressing opening for pushing inward.
A reinforcing ring, characterized in that:
【請求項2】 締付け手段として、押圧板及び楔部材を
貫通するボルトと、それに螺合するナットを備えている
請求項に記載の補強リング。
2. The reinforcing ring according to claim 1 , further comprising a bolt penetrating the pressing plate and the wedge member and a nut screwed to the bolt as the fastening means.
JP08015593A 1993-03-15 1993-03-15 Reinforcement ring Expired - Fee Related JP3147263B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08015593A JP3147263B2 (en) 1993-03-15 1993-03-15 Reinforcement ring

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08015593A JP3147263B2 (en) 1993-03-15 1993-03-15 Reinforcement ring

Publications (2)

Publication Number Publication Date
JPH06265061A JPH06265061A (en) 1994-09-20
JP3147263B2 true JP3147263B2 (en) 2001-03-19

Family

ID=13710417

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08015593A Expired - Fee Related JP3147263B2 (en) 1993-03-15 1993-03-15 Reinforcement ring

Country Status (1)

Country Link
JP (1) JP3147263B2 (en)

Also Published As

Publication number Publication date
JPH06265061A (en) 1994-09-20

Similar Documents

Publication Publication Date Title
JP4101226B2 (en) Pipe fitting device for pressure drainage
US7108289B1 (en) Restraining gasket for mechanical joints of pipes
CA1037078A (en) Compression coupling
US3341232A (en) Pipe joint
US4203190A (en) Method for connecting sewer pipes to manholes
JPH11311379A (en) Reinforcing metal fitting
GB2167145A (en) Pipe couplings
JP3147263B2 (en) Reinforcement ring
JP3052987B2 (en) Joint structure
EP0472379B1 (en) Pipe couplings
JP2001032978A (en) Pipe joint structure
JPH054632Y2 (en)
JP4638798B2 (en) Detachment prevention structure for pipe joints and method for strengthening prevention of detachment of pipe joints
EP0913619A1 (en) Connecting structure between a profiled main pipe and a branch pipe
JP3479354B2 (en) Pipe connection structure
JP3280841B2 (en) Pipe fittings
JP4370219B2 (en) Flexible fitting packing
JP3251444B2 (en) Branch pipe reinforcement
JP3278578B2 (en) Seismic pipe joint and connecting ring using this seismic pipe joint
JP3135228B2 (en) Pipe fittings
JPH0564592U (en) Pipe joint structure
JP2020067137A (en) Insulation joint structure
JP2756953B2 (en) Branch pipe fitting
JP3939100B2 (en) Earthquake resistant joints and earthquake resistant pipelines
JP2829373B2 (en) Pipe inner surface leakage prevention tool

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees