JP2668668B2 - Connection structure between manhole and sewer pipe - Google Patents

Connection structure between manhole and sewer pipe

Info

Publication number
JP2668668B2
JP2668668B2 JP7291627A JP29162795A JP2668668B2 JP 2668668 B2 JP2668668 B2 JP 2668668B2 JP 7291627 A JP7291627 A JP 7291627A JP 29162795 A JP29162795 A JP 29162795A JP 2668668 B2 JP2668668 B2 JP 2668668B2
Authority
JP
Japan
Prior art keywords
sewer pipe
manhole
rubber packing
lateral hole
positioning 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 - Lifetime
Application number
JP7291627A
Other languages
Japanese (ja)
Other versions
JPH09111788A (en
Inventor
英三 高橋
Original Assignee
三山工業株式会社
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 三山工業株式会社 filed Critical 三山工業株式会社
Priority to JP7291627A priority Critical patent/JP2668668B2/en
Publication of JPH09111788A publication Critical patent/JPH09111788A/en
Application granted granted Critical
Publication of JP2668668B2 publication Critical patent/JP2668668B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、マンホ―ルに形成
した横孔に下水道管を挿入してマンホ―ルと下水道管と
を接続する接続構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting structure for connecting a manhole and a sewer pipe by inserting a sewer pipe into a lateral hole formed in the manhole.

【0002】[0002]

【従来の技術】従来、図3に示すように、マンホ―ル2
1に形成した横孔22にエンビ管又はヒュ―ム管からな
る下水道管23を挿入してマンホ―ル21と下水道管2
3とを接続する際に、横孔22の内周面24と下水道管
23の外周面25との間に形成されるリング状の空間内
に、断面C字状のゴムパッキング26をリング状に配置
し、残余の空間にモルタル27を充填して、マンホ―ル
21と下水道管23との接続部の水密性を保持するよう
にしていた。
2. Description of the Related Art Conventionally, as shown in FIG.
The manhole 21 and the sewer pipe 2 are formed by inserting the sewer pipe 23, which is an ENVI pipe or a Hume pipe, into the lateral hole 22 formed in FIG.
When connecting with 3, the rubber packing 26 having a C-shaped cross section is formed into a ring shape in a ring-shaped space formed between the inner peripheral surface 24 of the lateral hole 22 and the outer peripheral surface 25 of the sewer pipe 23. The remaining space is filled with mortar 27 so that the watertightness of the connection between the manhole 21 and the sewer pipe 23 is maintained.

【0003】[0003]

【発明が解決しようとする課題】ところで、前記従来の
技術においては、ゴムパッキング26は通常は多少の弾
性力によって横孔22の内周面24と下水道管23の外
周面25とに接触しているが、下水道管23が地震その
他の異常事態において土圧或は水圧によってたわんだ場
合には、前記ゴムパッキング26の一部が潰されて、下
水道管23の上下部に一部隙間ができてモルタル27の
みでは水密が維持できなくなる虞がある。
In the prior art described above, the rubber packing 26 normally comes into contact with the inner peripheral surface 24 of the lateral hole 22 and the outer peripheral surface 25 of the sewer pipe 23 by some elastic force. However, when the sewer pipe 23 bends due to earth pressure or water pressure in an earthquake or other abnormal situation, a part of the rubber packing 26 is crushed and a gap is formed in the upper and lower parts of the sewer pipe 23. Watertightness may not be maintained only with the mortar 27.

【0004】本発明は、従来の技術の有するこのような
問題点に鑑みてなされたものであり、その目的とすると
ころは、ゴムパッキングと下水道管位置決めリングを併
用することにより、安全で確実な水密性が保持され得る
マンホ―ルと下水道管の接続構造を提供しようとするも
のである。
The present invention has been made in view of the above problems of the prior art. The object of the present invention is to use a rubber packing and a sewer pipe positioning ring together to ensure safety and reliability. An object of the present invention is to provide a connection structure between a manhole and a sewer pipe which can maintain watertightness.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
に、本発明におけるマンホ―ルと下水道管の接続構造
は、横孔内周面と下水道管外周面の間に形成されるリン
グ状の空間内に、断面C字状でリング状に配置したゴム
パッキングと、該C字状のゴムパッキングの開放部から
パッキング内部に装着される係止部と前記横孔内周と下
水道管外周とに接触する断面円形状部を備えたプラスチ
ック製の下水道管位置決めリングとを配設したことを特
徴とするものである。
In order to achieve the above object, the connection structure of a manhole and a sewer pipe according to the present invention has a ring shape formed between an inner peripheral surface of a lateral hole and an outer peripheral surface of the sewer pipe. In the space, there are a rubber packing arranged in a ring shape with a C-shaped cross section, a locking part mounted inside the packing from the open part of the C-shaped rubber packing, the inner circumference of the lateral hole and the outer circumference of the sewer pipe. A plastic sewer pipe positioning ring having a circular section in contact with the plastic sewer pipe positioning ring is provided.

【0006】また、前記下水道管位置決めリングの一部
が切断され、その切断面が相互に斜めの対向しているこ
とを特徴とするものである。
In addition, a part of the sewer pipe positioning ring is cut, and the cut surfaces are diagonally opposed to each other.

【0007】[0007]

【発明の実施の形態】図1および図2は本発明の実施例
に関するものであり、図1は本発明に係るマンホ―ルと
下水道管の接続構造の断面図、図2は図1のA―A断面
図である。
1 and 2 relate to an embodiment of the present invention. FIG. 1 is a sectional view of a connection structure between a manhole and a sewer pipe according to the present invention, and FIG. -It is A sectional drawing.

【0008】図において、1はマンホ―ルの一部を構成
する壁体であり、該マンホ―ル壁体1にはエンビ管又は
ヒュ―ム管からなる下水道管2を挿通する横孔3が穿設
されており、該横孔3の内周面4と前記下水道管2の外
周面5との間にはリング状の空間が形成されている。
In the figure, reference numeral 1 is a wall which constitutes a part of a manhole, and the manhole wall 1 is provided with a lateral hole 3 through which a sewer pipe 2 made of an ENVI pipe or a Hume pipe is inserted. It is perforated, and a ring-shaped space is formed between the inner peripheral surface 4 of the lateral hole 3 and the outer peripheral surface 5 of the sewer pipe 2.

【0009】前記空間内には、断面C字状のゴムパッキ
ング6がリング状に配置されており、該C字状のゴムパ
ッキング6の開放部7からパッキング内部には該C字状
のゴムパッキング6を係止する係止部8が内装され、該
係止部8は前記横孔内周4と下水道管外周5とに接触す
る断面円形状部9とプラスチックにより一体成形されて
下水道管位置決めリング10を構成している。そして、
前記空間内で、ゴムパッキング6と下水道管位置決めリ
ング10を除く空所にはモルタル11が全域にわたって
充填されている。
A rubber packing 6 having a C-shaped cross section is arranged in a ring shape in the space, and the C-shaped rubber packing 6 is provided inside the packing from the opening 7 of the C-shaped rubber packing 6. A locking portion 8 for locking 6 is internally provided, and the locking portion 8 is integrally molded with a circular cross-sectional portion 9 that contacts the inner circumference 4 of the lateral hole and the outer circumference 5 of the sewer pipe to form a sewer pipe positioning ring. 10. And
In the space, the mortar 11 is filled in the entire space except the rubber packing 6 and the sewer pipe positioning ring 10.

【0010】以上のような構成からなるマンホ―ル1と
下水道管2の接続構造であるので、下水は下水道管2内
を搬送されるが、マンホ―ル1の外側の汚水等はモルタ
ル11およびゴムパッキング6によって遮断されてマン
ホ―ル1内に侵入することはない。そしてゴムパッキン
グ6を係止する係止部8を備えたプラスチック製の下水
道管位置決めリング10がその円形状部9を横孔内周4
と下水道管外周5とに接触した状態に配置されているの
で、下水道管2からの押圧力は該下水道管位置決めリン
グ10で受け止めることになり、下水道管2はマンホ―
ル1と所定の間隔を常時維持し、前記ゴムパッキング6
には下水道管2からの押圧力は格別に掛からず常時横孔
内周4と下水道外周5間の密封を維持する。
Since the manhole 1 and the sewer pipe 2 having the above-mentioned structure are connected to each other, the sewage is conveyed in the sewer pipe 2, but the sewage outside the manhole 1 is mortar 11 and It is not blocked by the rubber packing 6 and does not enter the manhole 1. Then, a plastic sewer pipe positioning ring 10 having a locking portion 8 for locking the rubber packing 6 forms a circular portion 9 in the lateral hole inner circumference 4 thereof.
And the outer circumference 5 of the sewer pipe, the pressing force from the sewer pipe 2 is received by the sewer pipe positioning ring 10, and the sewer pipe 2 is connected to the manhole.
The rubber packing 6 is always maintained at a predetermined distance from the ruler 1.
In particular, the pressing force from the sewer pipe 2 is not particularly applied, and the seal between the lateral hole inner circumference 4 and the sewer outer circumference 5 is always maintained.

【0011】そして、下水道管2が地震その他の異常事
態において土圧或は水圧によって多少たわんだ場合で
も、前記下水道管位置決めリング10がプラスチック製
であるので、該たわみは下水道管位置決めリング10で
矯正されてゴムパッキング6には格別の影響を与えるこ
となく、マンホ―ル1の外側の汚水等はモルタル11お
よびゴムパッキング6によって遮断されてマンホ―ル1
内に侵入することはない。
Even if the sewer pipe 2 is slightly bent due to earth pressure or water pressure in an abnormal situation such as an earthquake, since the sewer pipe positioning ring 10 is made of plastic, the deflection is corrected by the sewer pipe positioning ring 10. Thus, the sewage and the like on the outside of the manhole 1 is blocked by the mortar 11 and the rubber packing 6 without affecting the rubber packing 6 particularly.
It does not invade.

【0012】そして、図2に示すように、前記下水道管
位置決めリング10として、そのリングの一部が切断さ
れ、その切断面12,13が相互に斜めの対向した状態
のものを用いると、該下水道管位置決めリング10に可
撓性が持たされて前記異常事態においては下水道管位置
決めリング10が伸縮して下水道管2にも無理な応力が
掛からず下水道管2を傷つけることもない。
As shown in FIG. 2, when the sewer pipe positioning ring 10 has a state in which a part of the ring is cut and the cut surfaces 12 and 13 are diagonally opposed to each other, The sewer pipe positioning ring 10 has flexibility, and in the abnormal situation, the sewer pipe positioning ring 10 expands and contracts so that the sewer pipe 2 is not unduly stressed and the sewer pipe 2 is not damaged.

【0013】[0013]

【発明の効果】本発明によれば、横孔内周面と下水道管
外周面の間に形成されるリング状の空間内に、断面C字
状でリング状に配置したゴムパッキングと、該C字状の
ゴムパッキングの開放部からパッキング内部に装着され
る係止部と前記横孔内周と下水道管外周とに接触する断
面円形状部を備えたプラスチック製の下水道管位置決め
リングとを配設したので、ゴムパッキングに無理な力が
掛かることがなく常時横孔内周と下水道管外周間の密封
を維持することができ、安全で確実な水密性が保持され
得るマンホ―ルと下水道管の接続構造となる。
According to the present invention, a rubber packing having a C-shaped cross section and arranged in a ring shape in a ring-shaped space formed between the inner peripheral surface of the lateral hole and the outer peripheral surface of the sewer pipe, and the C-shaped rubber packing. A plastic sewer pipe positioning ring having a locking portion to be mounted in the packing from the open portion of the V-shaped rubber packing, and a circular cross-section portion that contacts the inner circumference of the lateral hole and the outer circumference of the sewer pipe is provided. As a result, the rubber packing does not exert an unreasonable force and the sealing between the inner circumference of the lateral hole and the outer circumference of the sewer pipe can be maintained at all times, and safe and reliable water tightness can be maintained between the manhole and the sewer pipe It becomes a connection structure.

【0014】また、前記下水道管位置決めリングの一部
が切断され、その切断面が相互に斜めの対向された場合
には、該下水道管位置決めリングに可撓性が持たされて
異常事態においては下水道管位置決めリングが伸縮して
下水道管にも無理な応力が掛からず下水道管を傷つける
こともなく、さらに安全で確実な水密性が保持され得る
マンホ―ルと下水道管の接続構造となる。
Further, when a part of the sewer pipe positioning ring is cut and the cut surfaces are obliquely opposed to each other, the sewer pipe positioning ring is provided with flexibility and sewer pipes in an abnormal situation. The pipe positioning ring expands and contracts, the sewer pipe is not unduly stressed, the sewer pipe is not damaged, and the connection structure between the manhole and the sewer pipe can be kept safe and reliable.

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

【図1】図1は本発明の一実施例に係るマンホ―ルと下
水道管の接続構造の要部断面図である。
FIG. 1 is a cross-sectional view of essential parts of a connection structure for connecting a manhole and a sewer pipe according to an embodiment of the present invention.

【図2】図2は図1のA―A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】図3は従来例のマンホ―ルと下水道管の接続構
造の断面図である。
FIG. 3 is a sectional view of a conventional connection structure between a manhole and a sewer pipe.

【符号の説明】 1 マンホ―ル 2 下水道管 3 横孔 4 横孔内周面 5 下水道管外周面 6 ゴムパッキング 7 開放部 8 係止部 9 円形状部 10 下水道管位置決めリング 12,13 切断面[Description of Signs] 1 Manhole 2 Sewer pipe 3 Side hole 4 Inner surface of side hole 5 Outer surface of sewer pipe 6 Rubber packing 7 Opening part 8 Locking part 9 Circular part 10 Sewer pipe positioning ring 12, 13 Cut surface

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】マンホ―ルに形成した横孔に下水道管を挿
入してマンホ―ルと下水道管とを接続するものにおい
て、前記横孔内周面と下水道管外周面の間に形成される
リング状の空間内に、断面C字状でリング状に配置した
ゴムパッキングと、該C字状のゴムパッキングの開放部
からパッキング内部に装着される係止部と前記横孔内周
と下水道管外周とに接触する断面円形状部を備えたプラ
スチック製の下水道管位置決めリングとを配設したこと
を特徴とするマンホ―ルと下水道管の接続構造。
1. A method for connecting a manhole and a sewer pipe by inserting a sewer pipe into a lateral hole formed in a manhole, wherein the manhole is formed between an inner peripheral surface of the lateral hole and an outer peripheral surface of the sewer pipe. A rubber packing arranged in a ring shape with a C-shaped cross section in a ring-shaped space, a locking portion mounted inside the packing from an opening portion of the C-shaped rubber packing, an inner circumference of the lateral hole, and a sewer pipe. A connecting structure for a manhole and a sewer pipe, wherein a sewer pipe positioning ring made of plastic having a circular cross section that contacts the outer periphery is provided.
【請求項2】前記下水道管位置決めリングの一部が切断
され、その切断面が相互に斜めの対向していることを特
徴とする請求項1記載のマンホ―ルと下水道管の接続構
造。
2. The connecting structure for a manhole and a sewer pipe according to claim 1, wherein a part of the sewer pipe positioning ring is cut, and the cut surfaces are diagonally opposed to each other.
JP7291627A 1995-10-16 1995-10-16 Connection structure between manhole and sewer pipe Expired - Lifetime JP2668668B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7291627A JP2668668B2 (en) 1995-10-16 1995-10-16 Connection structure between manhole and sewer pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7291627A JP2668668B2 (en) 1995-10-16 1995-10-16 Connection structure between manhole and sewer pipe

Publications (2)

Publication Number Publication Date
JPH09111788A JPH09111788A (en) 1997-04-28
JP2668668B2 true JP2668668B2 (en) 1997-10-27

Family

ID=17771411

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7291627A Expired - Lifetime JP2668668B2 (en) 1995-10-16 1995-10-16 Connection structure between manhole and sewer pipe

Country Status (1)

Country Link
JP (1) JP2668668B2 (en)

Also Published As

Publication number Publication date
JPH09111788A (en) 1997-04-28

Similar Documents

Publication Publication Date Title
US6581940B2 (en) Concrete manhole connector gasket
CA2674122C (en) Method of forming and maintaining a concrete structure
US3759285A (en) Pre cast base and method for manholes and the like
US7392989B2 (en) Connector gasket for concrete structures
CA1269681A (en) Pipe seal
KR200454558Y1 (en) Shape retaining gasket for pipe sealing
JP2011099515A (en) Joint structure of valve with pipe, and valve
US20080277884A1 (en) Connector gasket for concrete structures
JP2668668B2 (en) Connection structure between manhole and sewer pipe
US4961599A (en) Sealing gland construction for use in hydraulic unit joints
KR101047503B1 (en) Branch pipe socket
JPH08277538A (en) Connecting joint for lateral sewer
JP2002030892A (en) Segment
JP2000120953A (en) Packing for flange coupling
KR200411149Y1 (en) gap airtight structure of manhole connecting
KR200201079Y1 (en) Rubber seal structure for manhole waterproof
JPS6043543A (en) Joint of cylindrical underground structure
JP4502158B2 (en) Fitting for branch pipe connection
JP3114099U (en) Seismic joints and structures for concrete pipes
KR20040083555A (en) Connection pipe join method and apparatus of the assembly concrete manhole for a water leakage prevention
KR100689054B1 (en) Combine structure for manhole and pipe
JPH08269992A (en) Method and structure for connecting building frame and pipe material of underground structure
JPH07332558A (en) Connecting part structure for pipe body
KR200180337Y1 (en) Coupling device of tube having the structure of proof against earthquakes
JPH08128567A (en) Connecting structure and method for pipe to manhole