JP2002356868A - Flexible joint tightening band for wavy pipe - Google Patents
Flexible joint tightening band for wavy pipeInfo
- Publication number
- JP2002356868A JP2002356868A JP2001166266A JP2001166266A JP2002356868A JP 2002356868 A JP2002356868 A JP 2002356868A JP 2001166266 A JP2001166266 A JP 2001166266A JP 2001166266 A JP2001166266 A JP 2001166266A JP 2002356868 A JP2002356868 A JP 2002356868A
- Authority
- JP
- Japan
- Prior art keywords
- flexible joint
- tightening
- band
- pipe
- tightening band
- 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.)
- Withdrawn
Links
Landscapes
- Sewage (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Joints That Cut Off Fluids, And Hose Joints (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、上水道、下水道等
用管路、及び電線、通信線等情報用管路として使用され
るリブパイプ、コルゲートパイプ等(以下波付管と称す
る)と構造物との接続に使用される可とう継手締めバン
ドに関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to rib pipes, corrugated pipes, etc. (hereinafter referred to as corrugated pipes) and structures used as pipes for water supply and sewerage, and information lines such as electric wires and communication lines. The present invention relates to a flexible joint tightening band used for connection of a cable.
【0002】[0002]
【従来の技術】近年、上下水道の整備拡大、電線、通信
線等の地中埋設等の増大により、従来管路として使用さ
れていたヒューム管,陶管等セラミック管及び塩化ビニ
ル管、ポリエチレン管等プラスチック管と共に波付管の
使用が増大している。2. Description of the Related Art In recent years, due to the expansion of water and sewage systems and the increase of underground wiring such as electric wires and communication lines, ceramic pipes such as fume pipes, porcelain pipes, ceramic pipes such as ceramic pipes, polyvinyl chloride pipes, and polyethylene pipes have been used. The use of corrugated tubes with plastic tubes is increasing.
【0003】これら波付管においても、ハンドホール、
マンホール等の構造物との接続に関しては、止水性、耐
震性向上の目的で近年ゴムまたはプラスチック等製の可
とう継手が推奨、使用されている。[0003] In these corrugated pipes, a handhole,
For connection with structures such as manholes, rubber or plastic flexible joints have recently been recommended and used for the purpose of improving water resistance and earthquake resistance.
【0004】[0004]
【発明が解決しようとする課題】ところが、従来塩化ビ
ニル管等表面平滑な管に有効である従来の平ベルト型可
とう継手締めバンドの使用においては、波付管山、谷部
を有効に締め付けることが難しく、ゴムスポンジ、コー
キング材等を使用しても、高水圧に耐えることが出来ず
且つ地盤沈下、地震等による変位により、締め部にズ
レ、外れ等が生じ十分な止水を行うことが出来ない。こ
のため、実用新案公報第3061584等での取付構造
等が提案されているが必ずしも満足すべきものがえられ
ていない。However, in the use of a conventional flat belt type flexible joint tightening band which is effective for a pipe having a smooth surface such as a conventional vinyl chloride pipe, a corrugated pipe peak and a valley are effectively tightened. It is difficult to use a rubber sponge, caulking material, etc., and cannot withstand high water pressure. Can not do. For this reason, a mounting structure and the like in Utility Model Publication No. 3061584 and the like have been proposed, but a satisfactory structure has not always been obtained.
【0005】本発明は、このような問題を解決するもの
であり、構造物と埋設管の不等沈下等により接続部に変
位が生じた場合も、波付管と構造物との可とう継手によ
る接続で漏水の恐れの無い接続が可能な波付管用可とう
継手締めバンドを提供することにある。The present invention is intended to solve such a problem. Even when displacement occurs in a connection portion due to uneven settlement of a structure and a buried pipe, a flexible joint between a corrugated pipe and the structure is provided. The object of the present invention is to provide a flexible joint tightening band for corrugated pipes, which can be connected without risk of water leakage by the connection using the cable.
【0006】[0006]
【課題を解決するための手段】本発明は、中央平坦部の
片端部にスライド部、スライド部を除く両側部に内側に
折り曲げた複数のスリット入りリブを有し、両端部に角
度可動のガイドを通した締めボルトを具備した波付管用
可とう継手締めバンド(以下本締めバンドと称する)で
ある。SUMMARY OF THE INVENTION The present invention has a center flat portion having a slide portion at one end and a plurality of slit ribs bent inward on both sides except the slide portion, and an angle movable guide at both ends. This is a flexible joint tightening band for a corrugated pipe (hereinafter, referred to as a final tightening band) provided with a tightening bolt passing therethrough.
【0007】本締めバンドを使用することにより、マン
ホール等地中埋設構造物に対し、塩化ビニルリブ管、ポ
リエチレン等製コルゲート管等波付埋設管を可とう継手
により接続した場合、該波付管の山部への締め付け、接
続が確実に且つ正確に実施され、施工後の管位置ずれ、
沈下等による漏水等の不具合が発生しない。[0007] By using a final tightening band, when a corrugated buried pipe such as a vinyl chloride rib pipe or a corrugated pipe made of polyethylene or the like is connected to a submerged structure such as a manhole by a flexible joint, the corrugated pipe is connected to the corrugated pipe. Tightening and connection to the mountain are performed reliably and accurately, and the pipe position shift after construction,
No problems such as water leakage due to settlement etc. occur.
【0008】本締めバンドの平坦部の幅は、使用される
波付管の山部の幅と同程度であれば特に規定されない
が、両側面の内側に折り曲げた複数のスリット入りリブ
の頂部形状は取り扱い時の安全性、該波付管への締め効
果面から半円形または楕円形が望ましい。該リブのスリ
ットは特に規定しないが、通常機械加工等製造面、締め
効果から1〜5mm程度が一般に適用できる。更に該リ
ブの大きさも特に規定されないが該中央平坦部幅の1/
2〜1/3程度で本発明の効果を発揮する。内側への折
り角度についても締め付け時の可とう継手の表面部を損
傷せず、締め効果が発揮できれば波付管の山部の形状に
合わせて変動可能であり、特に規定しないが30〜60
度程度が有効である。The width of the flat portion of the final tightening band is not particularly limited as long as it is substantially the same as the width of the peak portion of the corrugated tube to be used, but the top shape of the plurality of slit ribs bent inward on both sides. The semi-circular or elliptical shape is desirable from the viewpoint of safety during handling and the effect of tightening the corrugated tube. The slit of the rib is not particularly limited, but generally about 1 to 5 mm can be generally applied in terms of the manufacturing surface such as machining and the fastening effect. Further, the size of the rib is not particularly limited, but is 1 / (1/1) of the width of the central flat portion.
The effect of the present invention is exhibited at about 2/3. The angle of inward folding can be varied according to the shape of the peak of the corrugated pipe if the tightening effect can be exhibited without damaging the surface of the flexible joint at the time of tightening.
A degree is effective.
【0009】締めボルトは本締めバンドのスライド部を
除いた両端部に設置された頂部にボルト貫通孔を有し、
2枚の固定板にボルト、ナットで支持された角度可動の
ガイドを通していることが望ましく、本締めバンドの可
とう継手と波付管の接続、締め付けを締めボルト、ナッ
トにより容易に、且つ確実に行うことが可能となる。締
めボルトに使用するナットは締め後の緩み、ズレ防止の
ため、2ヶ以上いわゆるダブルナットとすることも本発
明の効果発現に有用である。The tightening bolt has a bolt through hole at the top provided at both ends of the final tightening band excluding the slide portion,
It is desirable that an angle movable guide supported by bolts and nuts be passed through the two fixed plates, and the connection and tightening of the flexible joint of the final tightening band and the corrugated pipe be performed easily and securely by tightening the bolts and nuts. It is possible to do. It is also useful for the effects of the present invention to use two or more so-called double nuts to prevent loosening and misalignment of the nuts used for the tightening bolts after tightening.
【0010】本締めバンドは、通常地下埋設用波付管と
構造物の接続に長期に使用されることから、ステンレス
鋼または防錆処理された鉄、鋼等金属製であることが耐
久性、締め付け効果発揮の面から好ましい。Since the fastening band is usually used for a long time to connect a corrugated pipe for underground burial and a structure, it is desirable that the band is made of stainless steel or a metal such as rust-proof iron or steel. It is preferable from the viewpoint of exhibiting a tightening effect.
【0011】[0011]
【実施例】以下本発明を実施例をもって更に詳細に説明
する。 実施例−1 図3(断面図)に示す鉄筋コンクリート製情報ボックス
において、ボックス壁13の削孔部分(削孔径410m
m)に可とう継手15(CRKホールタイトLP25
0)を拡張バンド16によりセットし、図1に示す内径
330mm、平坦部幅35mm、両側部にスリット幅2
mm、内側曲げ角度40度で50ヶの頂部半径10mm
半円リブ及び可動ガイド5を通した直径10mm、長さ
180 mmのステンレス製ボルトを具備した本締めバ
ンド17で呼び径250のポリエチレン製波付管14
(東洋化学(株)ポリテクト)の山部に接続、ナット8
により充分締め付けた。該波付管の端口部を鋼板18で
封止した後、情報ボックスの外面に止水試験機19をセ
ットし、内部に注水、0.05MPaにて加圧し、1ヶ
月間保持したが漏水は認められなかった。The present invention will be described below in more detail with reference to examples. Example 1 In the information box made of reinforced concrete shown in FIG.
m) Flexible joint 15 (CRK Holtite LP25)
0) was set by the extension band 16, and the inner diameter was 330 mm, the flat part width was 35 mm, and the slit width was 2 on both sides shown in FIG.
mm, 50 mm top radius 10 mm with an inner bending angle of 40 degrees
A polyethylene crimped pipe 14 having a nominal diameter of 250 with a final tightening band 17 equipped with stainless steel bolts having a diameter of 10 mm and a length of 180 mm through a semicircular rib and a movable guide
(Toyo Chemical Co., Ltd. Polytec) connected to the mountain, nut 8
And tightened enough. After sealing the end of the corrugated pipe with a steel plate 18, a water stop tester 19 was set on the outer surface of the information box, water was injected therein, pressurized at 0.05 MPa, and held for one month. I was not able to admit.
【 0012】実施例−2 実施例1と同様の方法にて止水試験を実施し、水圧0.
05MPa加圧状態のまま波付管を上方および下方に角
度1度変位を与え、各5分間保持したが漏水は、認めら
れなかった。更に同水圧加圧のまま、波付管をジャッキ
20により管軸方向前後に各75mm押し込み、突き出
しを行い各5分間保持したが、漏水は認められなかっ
た。Example 2 A water stoppage test was carried out in the same manner as in Example 1, and a water pressure of 0.
The corrugated pipe was displaced upward and downward by an angle of 1 degree while maintaining the pressurized state at 05 MPa, and was held for 5 minutes each, but no water leakage was observed. Further, while maintaining the same hydraulic pressure, the corrugated pipe was pushed back and forth by 75 mm each in the pipe axis direction by the jack 20, and was pushed out and held for 5 minutes, but no water leakage was observed.
【0013】[0013]
【発明の効果】実施例−1及び実施例−2に示す如く、
本発明の締めバンドは、波付管と構造物の可とう継手の
接続に使用することにより、管の角度、ズレ等変位があ
っても長期間漏水の恐れのない極めて優れた波付管用締
めバンドである。As shown in Examples 1 and 2,
The fastening band according to the present invention is used for connecting a flexible joint between a corrugated pipe and a structure, thereby providing an extremely excellent corrugated pipe fastening that does not have a long-term risk of water leakage even when the pipe is displaced due to an angle, a displacement, or the like. It is a band.
【0014】[0014]
【図1】本発明の波付管用締めバンドの概要図FIG. 1 is a schematic view of a tightening band for a corrugated pipe according to the present invention.
【図2】本発明の締めバンド、角度可動ガイド部分の概
要図FIG. 2 is a schematic view of a tightening band and an angle movable guide portion of the present invention.
【図3】情報ボックスと波付管の可とう継手および本発
明の締めバンドを使用した接続状態と止水試験の概要図
を示す。FIG. 3 shows a schematic diagram of a connection state using a flexible joint of an information box and a corrugated pipe and a fastening band of the present invention, and a water stoppage test.
1 本発明の締めバンド平坦部 2 締めバンドスライド部 3 両側部のリブ 4 リブ間のスリット 5 角度可動ガイド 6 角度可動ガイドの固定板 7 締めボルト 8 締めボルトのナット 9 リブの内側曲げ角度 10 角度可動ガイド頂部のボルト貫通孔 11 角度可動ガイド支持ボルト 12 角度可動ガイド用ナット 13 情報ボックス側壁 14 波付管 15 可とう継手 16 可とう継手の拡張バンド 17 締めバンド 18 波付管端部口封止板 19 止水試験機 20 ジャッキ DESCRIPTION OF SYMBOLS 1 Tightening band flat part of this invention 2 Tightening band slide part 3 Rib of both sides 4 Slit between ribs 5 Angle movable guide 6 Fixed plate of angle movable guide 7 Tightening bolt 8 Nut of tightening bolt 9 Inner bending angle of rib 10 Angle Bolt through hole at top of movable guide 11 Angle movable guide support bolt 12 Angle movable guide nut 13 Information box side wall 14 Corrugated pipe 15 Flexible joint 16 Flexible joint expansion band 17 Tightening band 18 Corrugated pipe end mouth sealing Plate 19 Water stop tester 20 Jack
───────────────────────────────────────────────────── フロントページの続き (72)発明者 渾川 昭夫 群馬県高崎市小八木町306 シー・アー ル・ケイ株式会社内 Fターム(参考) 2D047 BA27 2D063 DA27 3H017 FA03 ────────────────────────────────────────────────── ─── Continuing on the front page (72) Inventor Akio Hunagawa 306 Koyagi-cho, Takasaki-shi, Gunma F-term in CRL Corporation (reference) 2D047 BA27 2D063 DA27 3H017 FA03
Claims (4)
ド部を除く両側部に複数の内側に折り曲げたスリット入
りリブを有し、両端部に角度可動のガイドを通した締め
ボルトを具備した波付管用可とう継手締めバンド。1. A flat central portion has a slide portion at one end and a plurality of inwardly bent slit ribs on both sides excluding the slide portion, and a tightening bolt through which an angle movable guide is provided at both ends. Flexible joint fastening band for corrugated pipes.
状が半円形または楕円形状であり、内側への折り曲げ角
度が30〜60度、リブ間のスリット幅が1〜5mmで
あるスリット入りリブであることを特長とする請求項1
記載の波付管用可とう継手締めバンド。2. A plurality of slit ribs having a semicircular or elliptical apex, a bent angle of 30-60 degrees inward, and a slit width of 1-5 mm between the ribs. 2. The method according to claim 1, wherein
Flexible joint tightening band for corrugated pipe as described.
孔を有し、2枚の固定板にボルト、ナットで支持された
ガイドであることを特長とする請求項1記載の波付管用
可とう継手締めバンド。3. The corrugated pipe according to claim 1, wherein the angle-movable guide is a guide having a bolt penetration hole at the top and supported by two fixing plates with bolts and nuts. Flexible joint tightening band.
テンレス鋼、または防錆処理された金属よりなることを
特長とする請求項1記載の波付管用可とう継手締めバン
ド。4. A flexible joint fastening band for a corrugated pipe according to claim 1, wherein the flat portion, the rib, the guide, and the fastening bolt are made of stainless steel or a metal subjected to rustproofing treatment.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001166266A JP2002356868A (en) | 2001-06-01 | 2001-06-01 | Flexible joint tightening band for wavy pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001166266A JP2002356868A (en) | 2001-06-01 | 2001-06-01 | Flexible joint tightening band for wavy pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2002356868A true JP2002356868A (en) | 2002-12-13 |
Family
ID=19008824
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001166266A Withdrawn JP2002356868A (en) | 2001-06-01 | 2001-06-01 | Flexible joint tightening band for wavy pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2002356868A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004332465A (en) * | 2003-05-09 | 2004-11-25 | Norio Otsuga | Joint for manhole |
KR101532738B1 (en) * | 2012-10-16 | 2015-07-02 | 박경희 | Manhole cover frame movement and reconstruction implement |
-
2001
- 2001-06-01 JP JP2001166266A patent/JP2002356868A/en not_active Withdrawn
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2004332465A (en) * | 2003-05-09 | 2004-11-25 | Norio Otsuga | Joint for manhole |
KR101532738B1 (en) * | 2012-10-16 | 2015-07-02 | 박경희 | Manhole cover frame movement and reconstruction implement |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20080805 |