JPH0526394Y2 - - Google Patents

Info

Publication number
JPH0526394Y2
JPH0526394Y2 JP1988007073U JP707388U JPH0526394Y2 JP H0526394 Y2 JPH0526394 Y2 JP H0526394Y2 JP 1988007073 U JP1988007073 U JP 1988007073U JP 707388 U JP707388 U JP 707388U JP H0526394 Y2 JPH0526394 Y2 JP H0526394Y2
Authority
JP
Japan
Prior art keywords
manhole
tightening
sealing material
joining stage
joint
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 - Lifetime
Application number
JP1988007073U
Other languages
Japanese (ja)
Other versions
JPH01111894U (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 JP1988007073U priority Critical patent/JPH0526394Y2/ja
Priority to GB8901501A priority patent/GB2214255B/en
Publication of JPH01111894U publication Critical patent/JPH01111894U/ja
Application granted granted Critical
Publication of JPH0526394Y2 publication Critical patent/JPH0526394Y2/ja
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L41/00Branching pipes; Joining pipes to walls
    • F16L41/08Joining pipes to walls or pipes, the joined pipe axis being perpendicular to the plane of the wall or to the axis of another pipe
    • F16L41/088Joining pipes to walls or pipes, the joined pipe axis being perpendicular to the plane of the wall or to the axis of another pipe fixed using an elastic grommet between the extremity of the tube and the wall
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/02Manhole shafts or other inspection chambers; Snow-filling openings; accessories
    • E03F5/021Connection of sewer pipes to manhole shaft

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Branch Pipes, Bends, And The Like (AREA)
  • Joints Allowing Movement (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

【考案の詳細な説明】 「考案の目的」 本考案はマンホール用沈下吸収管継手に係り、
マンホールまたは接続管の沈下発生に対して管路
を大幅に屈曲させることなしに吸収し、下水にお
ける汚物その他の固形分が管路内に停滞すること
がなく、しかも施工が容易で有効なシール関係を
形成することのできる継手機構を提供しようとす
るものである。
[Detailed description of the invention] "Purpose of the invention" This invention relates to a sinking absorption pipe joint for manholes.
A seal that absorbs the occurrence of subsidence in manholes or connecting pipes without significantly bending the pipeline, prevents sewage waste and other solids from stagnating in the pipeline, and is easy to install and effective. The purpose of this invention is to provide a joint mechanism that can form the following.

(産業上の利用分野) 地下に埋没されたマンホールに対する配管の継
手機構。
(Industrial application field) Piping joint mechanism for manholes buried underground.

(従来の技術) 地下に埋没されたマンホールに対し埋没管を接
続するに当つて、継手を用いてシールすることは
従来から普通に実施されているところである。
(Prior Art) When connecting a buried pipe to a manhole buried underground, it has been common practice to seal it using a joint.

即ち第7図において示すように、マンホール4
に形成された挿通孔21にシール材22を介装し
て接続管5を接続するものであつて、シール材2
2の材料などに関しては種々に検討が重ねられて
いる。
That is, as shown in FIG. 7, the manhole 4
The connecting pipe 5 is connected by inserting a sealing material 22 into the insertion hole 21 formed in the sealing material 2.
Various studies have been made regarding the material of No. 2.

(考案が解決しようとする課題) 然し上記したような従来のものにおいてはマン
ホールまたは埋設管の沈下に際し自然流下勾配を
採つて設定された管路が継手部で容易に屈曲し、
従つて管路自体もその中間継手部で屈曲せしめら
れることとなることは第7図の通りであつて、こ
のため管路7との屈曲部内に汚物その他の固形分
8が停滞し、排水などの流れを阻害する。
(Problem to be solved by the invention) However, in the conventional system as described above, when the manhole or buried pipe sinks, the pipe line set with a natural flow slope easily bends at the joint.
Therefore, the pipe itself is bent at the intermediate joint, as shown in Figure 7, and as a result, filth and other solids 8 stagnate in the bend with the pipe 7, resulting in drainage, etc. obstruct the flow of

又前記シール材22は挿通孔21と接続管5の
端部との間に夫々の施工現場で適切な圧縮代を採
つて設定することとなるが、密実な弾性のシール
材22を現場でこのように圧縮して設定すること
は容易でなく、即ち特別な挿入用具を用い、しか
も工数の多い接続操作とならざるを得ない。
Furthermore, the sealing material 22 is set between the insertion hole 21 and the end of the connecting pipe 5 by taking an appropriate compression margin at each construction site. It is not easy to compress and set in this way, and it is necessary to use a special insertion tool and to perform a connection operation that requires a lot of man-hours.

更に現場での操作では上記のようにして介装さ
れたシールの圧縮状態が不均一となり、あるいは
挿通孔21または接続管5に対する位置ずれが発
生し易く、それらによつて漏洩発生の可能性が高
い。
Furthermore, during on-site operations, the compressed state of the seal inserted as described above tends to be uneven, or the seal tends to be misaligned with respect to the insertion hole 21 or the connecting pipe 5, which may lead to leakage. expensive.

なお前記したような弾性シール材22に代えて
接着剤またはモルタルを充填することが考えられ
るが、何れにしても現場施工となり、接着剤、モ
ルタルの何れであつても施工現場で挿通孔21と
接続管5との間に密実に充填することは困難であ
る。即ち外面的には密実なように見えても内部に
おいては相当の空隙の残ることとならざるを得
ず、従つて接続不完全で、やはり漏洩発生の高い
ものとならざるを得ない。
Note that it is conceivable to fill adhesive or mortar instead of the elastic sealing material 22 as described above, but in either case, it will be done on-site, and whether adhesive or mortar is used, the insertion holes 21 and 21 can be filled at the construction site. It is difficult to densely fill the space between the connecting pipe 5 and the connecting pipe 5. That is, even if it appears to be solid on the outside, a considerable amount of void must remain inside, resulting in incomplete connection and a high possibility of leakage.

「考案の構成」 (課題を解決するための手段) 中間に接合段を形成したゴム質その他の弾性材
によるシール材において、前記接合段の一側にマ
ンホールの開口部に挿着される挿入部を形成する
と共に核接合段の他側に接続管に対する緊締部を
形成し、しかも上記接合段とこの緊締部との間に
厚肉肩部を設け、前記挿入部の外面にはリツプ部
を設けたことを特徴とするマンホール用沈下吸収
管継手。
"Structure of the invention" (Means for solving the problem) In a sealing material made of rubber or other elastic material with a joint stage formed in the middle, an insertion part inserted into the opening of a manhole on one side of the joint stage. and a tightening part for the connecting pipe is formed on the other side of the nuclear joining stage, and a thick shoulder part is provided between the joining stage and this tightening part, and a lip part is provided on the outer surface of the insertion part. A subsidence absorbing pipe joint for manholes.

(作用) 接合段をマンホール開口部の外側に係接させる
ようにシール材の挿入部をマンホール開口部に挿
着セツトする。
(Function) The insertion portion of the sealing material is inserted and set into the manhole opening so that the joining stage is brought into contact with the outside of the manhole opening.

シール材の他側に形成された緊締部に接続管を
挿嵌し緊締手段によつて締着する。
The connecting tube is inserted into the tightening portion formed on the other side of the sealing material and tightened by the tightening means.

挿入部の外面に形成されたリツプ部はマンホー
ル開口部の内面に係接してその挿着位置を確保
し、又外部地下水およびマンホール内汚水の漏洩
を防止する。
The lip portion formed on the outer surface of the insertion portion engages with the inner surface of the manhole opening to secure the insertion position and prevent leakage of external groundwater and sewage inside the manhole.

接合段と緊締部との間に形成された厚肉肩部は
この緊締部と挿入部との間を補強し、しかも核厚
肉肩部の両側において適切な可曲性を附与して沈
下時における変動に対し有効に追随吸収する。
The thick shoulder formed between the joining stage and the tightening part reinforces the space between the tightening part and the insertion part, and also provides appropriate flexibility on both sides of the core thick shoulder to prevent sinking. Effectively track and absorb changes over time.

(実施例) 上記したような本考案によるものの具体的実施
態様を添附図面に示すものについて説明すると、
第1図に示すように中間に接合段12を形成した
ゴム質その他の弾性材によるシール材1は核接合
段12の一側にマンホール4の開口部10に対す
る挿入部1aを形成すると共に接合段12の他側
に接続管5に対する緊締部13を形成し、しかも
接合段12とこの緊締部13との間に厚肉の肩部
14が設けられ、前記挿入部1aの外面には複数
のリツプ部11が設けられている。
(Example) Specific embodiments of the present invention as described above will be described as shown in the attached drawings.
As shown in FIG. 1, a sealing material 1 made of rubber or other elastic material with a joint stage 12 formed in the middle forms an insertion part 1a for the opening 10 of the manhole 4 on one side of the core joint stage 12, and a joint stage 12. A tightening portion 13 for the connecting tube 5 is formed on the other side of the insertion portion 12, and a thick shoulder portion 14 is provided between the joining stage 12 and this tightening portion 13, and a plurality of lips are provided on the outer surface of the insertion portion 1a. A section 11 is provided.

然してこのようなシール材1における挿入部1
aの内面には剛性の補強リング2が取付けられ、
マンホール4の上記したような開口部10に対し
挿入部1aの外側に接着剤6を塗布して第4図に
段階的に示すように挿入し開口部10に固着させ
るようにし、このようにして取付けられたシール
材1に対し接続管5を捜着し、前記緊締部13に
設けられた緊締バンド3で巻着し緊締手段10で
締着するように成つている。
However, the insertion portion 1 in such a sealing material 1
A rigid reinforcing ring 2 is attached to the inner surface of a,
The adhesive 6 is applied to the outside of the insertion part 1a in the above-mentioned opening 10 of the manhole 4, and the insertion part 1a is inserted in stages as shown in FIG. 4 to be fixed to the opening 10. The connecting pipe 5 is searched for and attached to the attached sealing material 1, wrapped around the tightening band 3 provided on the tightening portion 13, and tightened by the tightening means 10.

即ちこのような本考案によるときは第4図に示
すような簡易な挿着操作で簡易に取付けることが
でき、リツプ部11が適宜に傾動して挿着を円滑
とすることは第5図Aの如くであり、補強リング
1で裏打ちされた安全な接続が得られる。リツプ
部11は開口部10に対し(接着剤6とも相俟つ
て)緊密に接合し外部からの地下水およびマンホ
ール4内部からの汚水漏出を有効に防止し接合段
12はマンホール4の外面に接して設定位置を一
定とし、又地下水などの侵入阻止に寄与する。
That is, according to the present invention, it can be easily installed by a simple insertion operation as shown in FIG. 4, and the lip portion 11 tilts appropriately to facilitate insertion as shown in FIG. A secure connection backed by the reinforcing ring 1 is obtained. The lip portion 11 is tightly bonded to the opening portion 10 (together with the adhesive 6) to effectively prevent leakage of groundwater from the outside and sewage from inside the manhole 4, and the bonding step 12 is in contact with the outer surface of the manhole 4. It keeps the setting position constant and also contributes to preventing the intrusion of groundwater, etc.

上記のようにセツトされたシール材1のリツプ
部11は挿入部1aの引抜き作用力に対し大きな
摩擦抵抗を示すので装着後にずれ動くことがな
く、従つて接着剤6は補助的でそれによつて漏水
防止、固着を求めるものでなく、押込み時におけ
る滑剤的作用をなす。一方のリツプ部11は第1
図に示すように平面的には直線状であるのに対
し、他方のリツプ部11はマンホール周面の彎曲
にそつた円弧状をなしていて全周にわたり均一且
つ安全な止着作用が得られる。
The lip portion 11 of the sealing material 1 set as described above exhibits a large frictional resistance against the pulling force of the insertion portion 1a, so that it does not shift after installation, and therefore the adhesive 6 is auxiliary and thereby It is not intended to prevent water leakage or fix, but rather acts like a lubricant when pushing in. One lip part 11 is the first lip part 11.
As shown in the figure, while it is straight in plan, the other lip part 11 has an arc shape that follows the curvature of the manhole circumferential surface, so that a uniform and safe fastening effect can be obtained over the entire circumference. .

緊締部13の内面には突条15を環設すること
ができ、バンド3で緊締することにより第5図B
の状態からC,Dのように圧扁された緊密なシー
ル状態を形成し、高圧の地下水が作用した場合に
も第5図Cのように作用して接続管を的確にシー
ルすることができる。又沈下時においては第5図
Dのように厚肉肩部14の両側における薄層部分
で円滑に可曲し、接続管5またはマンホールの沈
下を適切に吸収し、従つて第6図に示すように自
然勾配を保持した接続関係を形成し、しかも各部
材に無理な作用力を残すことが少くて前記した作
用関係を維持する。第5図Dのように屈曲しても
厚肉肩部14によつて地下水圧に充分耐え得る。
A protrusion 15 can be provided on the inner surface of the tightening part 13, and by tightening it with the band 3, the structure shown in FIG.
From the state shown in Figure 5, a tight sealed state is formed as shown in C and D, and even when high-pressure groundwater acts, the connection pipe can be accurately sealed as shown in Figure 5 C. . In addition, when subsidence occurs, the thin layer portions on both sides of the thick shoulder portion 14 bend smoothly as shown in FIG. In this way, a connection relationship is formed that maintains a natural slope, and the above-described operational relationship is maintained with less unreasonable acting force remaining on each member. Even if it is bent as shown in FIG. 5D, the thick shoulder portion 14 can sufficiently withstand groundwater pressure.

上記した第4図のような接続操作は単に管端を
挿入するだけでリツプ部11の傾斜にそつた順方
向の挿入であるから円滑に捜着され特別な工具な
どを必要としないことは明かである。
It is clear that the above-mentioned connection operation as shown in Fig. 4 is performed by simply inserting the tube end and inserting it in the forward direction along the slope of the lip portion 11, so that it is smoothly located and does not require any special tools. It is.

「考案の効果」 以上説明したような本考案によるときはマンホ
ール開口部に対する接続操作が容易であり、又緊
密なシール関係を確保し、しかも沈下発生に対し
て好ましい吸収作用をなし管路内汚物などの停滞
をなからしめ安定な流通関係を確保し得るもので
あつて実用上その効果の大きい考案である。
``Effects of the invention'' As explained above, according to the invention, the connection operation to the manhole opening is easy, a close sealing relationship is ensured, and it has a preferable absorption effect against the occurrence of subsidence, thereby eliminating waste in the pipe. It is a device that can alleviate stagnation such as this and ensure stable distribution relationships, and is a highly effective idea in practical terms.

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

図面は本考案の技術的内容を示すものであつ
て、第1図は本考案によるものの部分切欠平面
図、第2図はその部分的な縦断面図、第3図はそ
の部分的側面図、第4図はそのシール材の挿着操
作を段階的に示した説明図、第5図は本考案シー
ル材の作用関係を分析的に示した各部分的断面
図、第6図はその沈下時における作用関係を示し
た断面的説明図、第7図は従来のものにおける沈
下時の作用関係を第6図と同様に示した断面的説
明図である。 然してこれらの図面において、1はシール材、
1aはその挿入部、2は補強リング、3は緊締バ
ンド、4はマンホール、5は接続管、6は接着
剤、10は開口部、11はリツプ部、12は接合
段、13は緊締部、14は厚肉肩部を示すもので
ある。
The drawings show the technical contents of the present invention, and FIG. 1 is a partially cutaway plan view of the invention, FIG. 2 is a partial vertical sectional view thereof, and FIG. 3 is a partial side view thereof. Figure 4 is an explanatory diagram showing step-by-step the insertion operation of the sealing material, Figure 5 is a partial cross-sectional view analytically showing the working relationship of the sealing material of the present invention, and Figure 6 is when it is submerged. FIG. 7 is a cross-sectional explanatory diagram showing the operational relationships during subsidence in the conventional type, similar to FIG. 6. However, in these drawings, 1 is a sealing material,
1a is its insertion portion, 2 is a reinforcing ring, 3 is a tightening band, 4 is a manhole, 5 is a connecting pipe, 6 is an adhesive, 10 is an opening, 11 is a lip portion, 12 is a joining stage, 13 is a tightening portion, 14 indicates a thick shoulder portion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 中間に接合段を形成したゴム質その他の弾性材
によるシール材において、前記接合段の一側にマ
ンホールの開口部に挿着される挿入部を形成する
と共に該接合段の他側に接続管に対する緊締部を
形成し、しかも上記接合段とこの緊締部との間に
厚肉肩部を設け、前記挿入部の外面にはリツプ部
を設けたことを特徴とするマンホール用沈下吸収
管継手。
In a sealing material made of rubber or other elastic material with a joining stage formed in the middle, an insertion part to be inserted into the opening of a manhole is formed on one side of the joining stage, and a part for connecting to a connecting pipe is formed on the other side of the joining stage. A sinkage absorbing pipe joint for a manhole, characterized in that a tightening part is formed, a thick shoulder part is provided between the joining stage and the tightening part, and a lip part is provided on the outer surface of the insertion part.
JP1988007073U 1988-01-25 1988-01-25 Expired - Lifetime JPH0526394Y2 (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP1988007073U JPH0526394Y2 (en) 1988-01-25 1988-01-25
GB8901501A GB2214255B (en) 1988-01-25 1989-01-24 Pipe joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1988007073U JPH0526394Y2 (en) 1988-01-25 1988-01-25

Publications (2)

Publication Number Publication Date
JPH01111894U JPH01111894U (en) 1989-07-27
JPH0526394Y2 true JPH0526394Y2 (en) 1993-07-02

Family

ID=11655905

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1988007073U Expired - Lifetime JPH0526394Y2 (en) 1988-01-25 1988-01-25

Country Status (2)

Country Link
JP (1) JPH0526394Y2 (en)
GB (1) GB2214255B (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2660408B1 (en) * 1990-03-30 1992-07-31 Buvette TAPPING DEVICE FOR SUPPLYING A SEMI-RIGID OR FLEXIBLE SECONDARY PIPE FROM A RIGID PRIMARY PIPE.
US5388868A (en) * 1994-05-19 1995-02-14 Burkit; John W. Circular coupling system
GB2293422B (en) * 1994-09-23 1999-01-13 Johnston Pipes Ltd A seal and a method of joining a first conduit to a second conduit which uses the seal
GB2323904B (en) * 1997-04-02 2001-04-18 Flex Seal Couplings Ltd Lateral pipe adaptor
DE29708509U1 (en) * 1997-05-14 1997-07-10 Steinzeug GmbH, 50858 Köln Connector for connecting a branch pipe to a laid sewer pipe
DE29800496U1 (en) * 1998-01-14 1998-03-05 Kunststoffröhren Sendenhorst GmbH, 48324 Sendenhorst Ball joint saddle
GB0103100D0 (en) 2001-02-08 2001-03-28 Flex Seal Couplings Ltd Lateral pipe adaptor
US6641176B2 (en) * 2001-04-03 2003-11-04 Ncp, Inc. Wide clamping band for clamping a connector boot within a hole through a generally cylindrical wall
JP2006322515A (en) * 2005-05-18 2006-11-30 Mitsubishi Plastics Ind Ltd Pipe fitting

Also Published As

Publication number Publication date
GB8901501D0 (en) 1989-03-15
GB2214255B (en) 1992-06-17
GB2214255A (en) 1989-08-31
JPH01111894U (en) 1989-07-27

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