[go: up one dir, main page]

JPS60151496A - Method of joining construction of hume pipe - Google Patents

Method of joining construction of hume pipe

Info

Publication number
JPS60151496A
JPS60151496A JP680784A JP680784A JPS60151496A JP S60151496 A JPS60151496 A JP S60151496A JP 680784 A JP680784 A JP 680784A JP 680784 A JP680784 A JP 680784A JP S60151496 A JPS60151496 A JP S60151496A
Authority
JP
Japan
Prior art keywords
rubber ring
hollow
joint
tube body
hume pipe
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.)
Pending
Application number
JP680784A
Other languages
Japanese (ja)
Inventor
中矢 親
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.)
Nippon Concrete Industries Co Ltd
Original Assignee
Nippon Concrete Industries 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 Nippon Concrete Industries Co Ltd filed Critical Nippon Concrete Industries Co Ltd
Priority to JP680784A priority Critical patent/JPS60151496A/en
Publication of JPS60151496A publication Critical patent/JPS60151496A/en
Pending legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Joints With Sleeves (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 この発明は管体の接合部に中空ゴムリングを巻きつけ、
該ゴムリングの中空内に充填材を圧入固化させることに
よりその拡張力と弾力性とで接合部の接触部を密着させ
るようにしたことを目的とするものである。
[Detailed description of the invention] This invention wraps a hollow rubber ring around the joint of the tube body,
The object of the present invention is to force the filling material into the hollow of the rubber ring and solidify it, so that the contact portion of the joint portion is brought into close contact with the expansion force and elasticity of the filling material.

従来の接合工法は単なるゴムリングの弾力性を利用した
ものであって、完全な圧接が出来ないt二め外部の水圧
により接合部に地下水が流入し、管体内の流下水と地下
水とが混合して水質を変化させるの欠点があった。
Conventional joining methods simply utilize the elasticity of rubber rings, and cannot achieve complete pressure.Secondly, groundwater flows into the joint due to external water pressure, and the flowing sewage inside the pipe and groundwater mix. It had the disadvantage of changing the water quality.

この発明は之等の欠点を除去するため、管体の接合部に
巻きつけた中空ゴムリング内の中空内に充填剤を圧入同
化又は半固化させて、ゴムリングの芯骨材によりその拡
張力と弾力性との相采作用にて接合部ゴム輪を互に密着
させて、これによりより完全にル:)水と流入水との防
止を目的としたものである。
In order to eliminate these drawbacks, this invention press-fits a filler into the hollow space of a hollow rubber ring wrapped around the joint of the pipe body, assimilates it or semi-solidifies it, and uses the core aggregate of the rubber ring to absorb its expansion force. The combined effect of the elasticity and elasticity allows the joint rubber rings to be brought into close contact with each other, thereby more completely preventing water from flowing in.

今その一実施例を1簡について詳述すると、(])(1
)′は管体例えばヒユーム管であって、一方の管体(1
)の一部接合部を雌部として切込部(イ)を形成し、他
方の管体(1)には雄部として段部(ロ)をh″、lI
成し1.:(段部(ロ)には中空状ゴムリング(2)を
乙きつける。(3)は芯骨材であって例えばモルタル或
は石゛目′等を流動状態としてゴムリング(のの中空内
に圧入して中空内において固形化又は半固形化させろ。
Now, to explain one example of this in detail, (]) (1
)' is a tube body, for example, Hume's canal, and one tube body (1
) is used as a female part to form a notch (a), and the other tube body (1) has a stepped part (b) as a male part to form h'', lI
Completion 1. : (A hollow rubber ring (2) is attached to the stepped part (B). (3) is a core aggregate, such as mortar or stone grain, which is placed in a fluid state and placed inside the hollow of the rubber ring (2). Press it into the hollow space and make it solid or semi-solid.

(11)は注入口であって内部に適当な弁体をも゛・コ
成1ノ、内〈11“、;をゴムリング(2の中空部に連
通ずる。■は排気口で、5って内部に適当な弁体を内装
し、内端をゴムリング(21の中空部に連通ずるもので
ある。
(11) is an inlet with a suitable valve body inside, and the inside (11) is connected to the hollow part of the rubber ring (2).■ is an exhaust port; A suitable valve body is installed inside, and the inner end communicates with the hollow part of the rubber ring (21).

この発明は以上のように構成されているので、管体(1
)′の雌部の段部(0に巻きつけた中空ゴムリング(2
と共に管体(1)の雌部の切込部(イ)fllIIに第
4図にボすように挿入した後、圧入機を利用して注入口
(/Dより適度の圧力を加えて゛スラリ状の充填物質例
えばモルタル或は石′目′等リムリング(のの中空内に
注入し、全中空部分に決められた適度の圧力がかかった
時点において完全な充填が行われたかどうかを排気口(
9により確認した上その圧入を停止するものである。
Since this invention is configured as described above, the tube body (1
)' The hollow rubber ring (2
After inserting the same into the notch (a) flllII of the female part of the tube body (1) as shown in Fig. 4, use a press-fitting machine to apply appropriate pressure from the injection port (/D) to form a slurry. Filling material such as mortar or stone grains is injected into the hollow of the rim ring, and when a predetermined appropriate pressure is applied to the entire hollow part, whether or not the filling has been completed is determined through the exhaust port (
9, and then the press-fitting is stopped.

この場合ゴムリング(2)の中空内にあった空気は一方
より充填材の注入に従って排気口■より排出されながら
充jiJX材は順次中空内に充填されてリングのゴム質
を拡張すると共に弾力性を与えた状態で固化又は半固化
させた芯材材■の形成によって、管体(1) (1)’
の接合部間をゴムリングで密着させるのである。
In this case, the air that was in the hollow of the rubber ring (2) is discharged from the exhaust port (■) as the filler is injected from one side, and the JX material is sequentially filled into the hollow, expanding the rubber of the ring and increasing its elasticity. By forming the core material ■ that is solidified or semi-solidified under the conditions of
A rubber ring is used to seal the joints between the two.

以上のようにこのざ6明は、管体(1)(n’の接合部
間のゴムリングの中空内に充」眞材を注入して芯材44
として形成することによりゴムリングの拡張とり・11
カ性との相乗作用により両管体間の接合部([1地)を
密着させるのでより完全に漏水又は流入水を防止するの
特徴がある。
As described above, this process involves injecting a filling material into the hollow of the rubber ring between the joints of the tube body (1) (n') to form the core material 44.
Expansion of the rubber ring by forming it as 11
Due to the synergistic effect with the adhesive, the joint between the two pipe bodies ([1]) is brought into close contact with each other, so water leakage or inflow is more completely prevented.

この発明工法はヒユーム管のみではなく、拡壁、ボック
スカルバート等の防水を必要とするト1地処理工法とし
て最適のものであって、勿泊これに利用しうるものであ
る。
The method of this invention is most suitable not only for construction of humid pipes, but also for ground treatment of expanding walls, box culverts, etc., which require waterproofing, and can be used for any of these purposes.

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

図面は本発明の一実施例を小ずものであって、第1図は
本発明ゴムリングの一部切欠平向図、第2図は第1図X
 X綜のtiJi面図、ff1i’j、 3 F:<1
 ハ本5Q 明管体の接合部における断面図、ガ)41
zH1,4管体の接合状態を7J\す一部切欠側面図で
ある。 1.1′・・・・・−・ 管 体 2 ・ 中空ゴムリ
ング3・・−・−・・・・・芯材材 4・−・−注 入
 口5 ・・・・−・−・−排気「I イ・・・・・切
 込 部口・・・・・・・・・・・・・・・・・・・段
 部オ/國 F’2r8 ン3圀 オク膚
The drawings show one embodiment of the present invention, and FIG. 1 is a partially cutaway plan view of the rubber ring of the present invention, and FIG.
tiJi plane view of X heel, ff1i'j, 3 F:<1
Hamoto 5Q Cross-sectional view at the joint of the light tube body, g) 41
It is a partially cutaway side view showing the joined state of the zH1 and 4 tubes. 1.1'・・・・・・Pipe body 2・Hollow rubber ring 3・・−・−・・・Core material 4・−・−Inlet port 5・・・・−・−・− Exhaust ``I...Incision section......Dan section/Country F'2r8 N3 section opening

Claims (1)

【特許請求の範囲】[Claims] 管体(υ(1)′の接合部において、一方の管体(1)
の一部に切込部(6)を設け、地方の管体(1)′には
段部(ロ)を設け、該段部(ロ)に中空ゴムリングC)
を巻きつけて両管体(υ(I)′を接合させた後前記ゴ
ムリング(2)の中空内に充填剤を圧入固化させて芯骨
材■を形成してゴムリングを拡張させると共に註ゴムリ
ングの弾力性により目地に圧接するようにしたことを特
徴とするヒユーム管等の接合工法
At the junction of the tubes (υ(1)', one tube (1)
A notch (6) is provided in a part of the tube body (1)', a stepped portion (b) is provided in the local pipe body (1)', and a hollow rubber ring C) is provided in the stepped portion (b).
After wrapping the two tubes (υ(I)') together, a filler is press-fitted into the hollow of the rubber ring (2) and solidified to form a core aggregate ■, expanding the rubber ring, and A method for joining hump pipes, etc., characterized by the elasticity of the rubber ring, which presses against the joint.
JP680784A 1984-01-17 1984-01-17 Method of joining construction of hume pipe Pending JPS60151496A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP680784A JPS60151496A (en) 1984-01-17 1984-01-17 Method of joining construction of hume pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP680784A JPS60151496A (en) 1984-01-17 1984-01-17 Method of joining construction of hume pipe

Publications (1)

Publication Number Publication Date
JPS60151496A true JPS60151496A (en) 1985-08-09

Family

ID=11648459

Family Applications (1)

Application Number Title Priority Date Filing Date
JP680784A Pending JPS60151496A (en) 1984-01-17 1984-01-17 Method of joining construction of hume pipe

Country Status (1)

Country Link
JP (1) JPS60151496A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08209812A (en) * 1995-02-01 1996-08-13 Takeshige Shimonohara Connecting method and connecting structure for member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08209812A (en) * 1995-02-01 1996-08-13 Takeshige Shimonohara Connecting method and connecting structure for member

Similar Documents

Publication Publication Date Title
CN206246920U (en) A kind of rapid pipeline repairing device
US2573366A (en) Means of sealing pipe joints
US2409865A (en) Pipe joining device
CN103925426B (en) Prestressed concrete pipe
JPS60151496A (en) Method of joining construction of hume pipe
US1578734A (en) Pipe joint
JP3276031B2 (en) Bag filler
US1443162A (en) Conduit
JP3074555B2 (en) How to join pipes
JP3039848U (en) Grout pressure injection device
JPH1025757A (en) Connecting method for inflow pipe or outflow pipe of manhole
CN214525601U (en) A revolvable pipe pile rubber cap protective sleeve
JPH079624Y2 (en) Tube lining terminal fixing structure
US1413405A (en) Reenforced-concrete pipe
CN219975667U (en) Protection structure of through-wall pipeline
GB268303A (en) Improvements in or relating to joints for pipes
JP2788095B2 (en) Repair method of flow path forming body
KR0165932B1 (en) Joining method of pipe and joining structure of the pipe
JPH02229988A (en) Connection structure for spiral corrugated hose and method of securing cylinder tubes to be connected to spiral corrugated hose
JP2828167B2 (en) Concrete pipe joining method and concrete pipe joining structure
JPS595049A (en) Manufacture of composite pipe
JPH06100062B2 (en) Propulsion method and joints for propulsion method
JPS5842922Y2 (en) Joint structure for easy water pressure testing
JPS6120151Y2 (en)
JPS6272980A (en) Joint sealing method of concrete pipe