JPH05179689A - Connection of house-inlet to water feed pipe - Google Patents

Connection of house-inlet to water feed pipe

Info

Publication number
JPH05179689A
JPH05179689A JP3358540A JP35854091A JPH05179689A JP H05179689 A JPH05179689 A JP H05179689A JP 3358540 A JP3358540 A JP 3358540A JP 35854091 A JP35854091 A JP 35854091A JP H05179689 A JPH05179689 A JP H05179689A
Authority
JP
Japan
Prior art keywords
sleeve
mortar
sewage
water pipe
feed 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.)
Granted
Application number
JP3358540A
Other languages
Japanese (ja)
Other versions
JP2619761B2 (en
Inventor
Minoru Nishihata
実 西畑
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.)
YODO CONCRETE KOGYO KK
Original Assignee
YODO CONCRETE KOGYO KK
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 YODO CONCRETE KOGYO KK filed Critical YODO CONCRETE KOGYO KK
Priority to JP3358540A priority Critical patent/JP2619761B2/en
Publication of JPH05179689A publication Critical patent/JPH05179689A/en
Application granted granted Critical
Publication of JP2619761B2 publication Critical patent/JP2619761B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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

Abstract

PURPOSE:To connect a connection end part of a water feed pipe to a house-inlet achieving a high sealability. CONSTITUTION:A member having an integrally moulded ring-like layer 9 having intermediate characteristics between the characteristics of a water feed pipe 2 and the mechanical and physical characteristics of mortar 5 is provided at an outer circumferential part of a sleeve 8 of which mechanical and physical characteristics are the same as or similar to those of the water feed pipe 2 The sleeve 8 is engaged around a connection end part 2a, 2b of the water feed pipe 2 inserted through a sewage inflow space part side large diameter part 3A1, 3B1 of a stepped water feed pipe connection hole 3A, 3B formed through a house-inlet 1, and it is bound by binding agent 10. A resilient seal ring 7 preliminarily engaged around the connection end part 2a, 2b is held and applied by the sleeve 8 and a step surface 3X of the water feed pipe connection hole 3A, 3B, and binding agent 11 is applied to its peripheral parts before or after holding and applying the resilient seal ring 7. The mortar 5 is then charged to a ring-like space 4A, 4B surrounded by an inner circumference of the sewage inflow space part side large diameter part 3A1, 3B1 and an outer circumference of the ring-like layer 9 to be cured and hardened.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、汚水流入管と汚水排水
管によってなる通水管を汚水マスに接続する汚水マスと
通水管の接続方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of connecting a waste water mass and a water discharge pipe for connecting a water discharge pipe composed of a waste water inflow pipe and a waste water discharge pipe to a waste water mass.

【0002】[0002]

【従来の技術】図8に示すコンクリ−ト製の汚水マス1
に対して、汚水流入管2Aと汚水排水管2Bによってな
る通水管2を接続する従来の方法は、汚水マス1に形成
した通水管接続孔3Aに塩化ビニ−ルなどの合成樹脂製
汚水流入管2Aの接続端部2aを挿入したのち、通水管
接続孔3Aの内周と接続端部2aの外周によって囲まれ
た環状空間4Aにモルタル5を充填して養生固化させる
工程によってなされ、汚水マス1に形成した通水管接続
孔3Bに塩化ビニ−ルなどの合成樹脂製汚水排水管2B
の接続端部2bを挿入したのち、通水管接続孔3Bの内
周と接続端部2bの外周によって囲まれた環状空間4B
にモルタル5を充填して養生固化させる工程によってな
される。
2. Description of the Related Art Concrete wastewater mass 1 shown in FIG.
On the other hand, the conventional method of connecting the water flow pipe 2 composed of the waste water inflow pipe 2A and the waste water drain pipe 2B is that the water flow pipe connecting hole 3A formed in the waste water mass 1 is made of a synthetic resin waste water inflow pipe made of vinyl chloride or the like. After inserting the connecting end 2a of 2A, the annular space 4A surrounded by the inner circumference of the water pipe connecting hole 3A and the outer circumference of the connecting end 2a is filled with mortar 5 to cure and solidify. The drainage pipe 2B made of synthetic resin such as vinyl chloride in the water passage connection hole 3B formed in
After inserting the connecting end portion 2b of the above, the annular space 4B surrounded by the inner circumference of the water passage connecting hole 3B and the outer circumference of the connecting end portion 2b.
Is filled with mortar 5 to cure and solidify.

【0003】しかし、樹脂製の汚水流入管2Aおよび汚
水排水管2Bそれぞれの接続端部2a,2bと環状空間
4A,4Bに充填されたモルタル5とのなじみ性が悪
く、かつ、両者の接触面積が小さいため、接続端部2
a,2bに対するモルタル5の付着性が悪く、接続端部
2a,2bとモルタル5との境界部から漏水するおそれ
を有している。また、機械的・物理的特性の差が比較的
大きい樹脂製の接続端部2a,2bとモルタル5が直接
干渉し合うので、両者2a,2b、5の熱膨脹・熱収縮
などにより、接続端部2a,2bにクラックや破断を生
じたり、接続端部2a,2bとモルタル5との境界部に
隙間を生じて漏水が発生することもある。すなわち、従
来の汚水マスと通水管の接続方法は、シ−ル性に劣る欠
点を有している。
However, the compatibility between the connection ends 2a and 2b of the resin wastewater inflow pipe 2A and the wastewater drainage pipe 2B and the mortar 5 filled in the annular spaces 4A and 4B is poor, and the contact area between them is low. Is small, so the connection end 2
Adhesion of the mortar 5 to the a and 2b is poor, and there is a risk of water leakage from the boundary between the connection ends 2a and 2b and the mortar 5. Further, since the resin-made connecting ends 2a and 2b having a relatively large difference in mechanical and physical characteristics and the mortar 5 directly interfere with each other, the connecting ends 2a, 2b and 5 are thermally expanded and contracted. There are cases where cracks or breaks occur in 2a, 2b, or a gap is created at the boundary between the connection ends 2a, 2b and the mortar 5, causing water leakage. That is, the conventional method for connecting the sewage mass and the water pipe has a drawback of poor sealing property.

【0004】[0004]

【発明が解決しようとする課題】解決しようとする問題
点は、通水管の接続端部とモルタルとのなじみ性が悪い
ために、両者の境界部から漏水するおそれがあること
と、機械的・物理的特性の差が比較的大きい両者が直接
干渉し合うために、接続端部にクラックや破断を生じた
り、両者の境界部に隙間を生じて漏水が発生するなどの
点である。
The problems to be solved are that the connection end of the water pipe and the mortar are not well compatible with each other, so that water may leak from the boundary between the two. Since the two having a relatively large difference in physical characteristics directly interfere with each other, cracks and breaks occur at the connection end, and a gap is created at the boundary between the two, causing water leakage.

【0005】[0005]

【課題を解決するための手段】本発明は、汚水流入空間
部側大径部と反汚水流入空間部側小径部を有する段付き
通水管接続孔が貫通形成された汚水マスに、通水管を接
続する汚水マスと通水管の接続方法であって、前記段付
き通水管接続孔に通水管の接続端部を挿入する第1の工
程と、前記汚水流入空間部側から前記接続端部に弾性シ
−ルリングを外嵌して前記段付き通水管接続孔の段差面
に当接させる第2の工程と、機械的・物理的特性が前記
通水管と同一または近似し、かつ前記特性とモルタルの
機械的・物理的特性との中間相当の特性を有する環状層
が外周部に一体形成されたスリ−ブを接着剤の介在状態
で前記接続端部に外嵌接着して、該スリ−ブと前記段差
面とで前記弾性シ−ルリングを挟着する第3の工程と、
前記第2の工程または第3の工程後に、前記弾性シ−ル
リングの周辺部に接着剤を塗布する接着剤塗布工程と、
前記段付き通水管接続孔の汚水流入空間部側大径部の内
周と前記スリ−ブ外周部の環状層の外周によって囲まれ
た環状空間にモルタルを充填して養生固化させる第4の
工程と、からなることを特徴とし、環状層によってなじ
み性の悪い通水管の接続端部とモルタルの接触を避ける
とともに、機械的・物理的特性の差が比較的大きい前記
接続端部とモルタルの干渉を避けて、接続端部のクラッ
クや破断あるいは接続端部とモルタルとの境界部の隙間
などの発生を防止して、シ−ル性を向上させる目的を達
成した。
SUMMARY OF THE INVENTION According to the present invention, a water pipe is attached to a waste water mass having a stepped water pipe connecting hole having a large diameter part on the waste water inflow space side and a small diameter part on the anti-sewage inflow space side. A method of connecting a sewage mass and a water pipe to be connected, comprising: a first step of inserting the connection end of the water pipe into the stepped water pipe connection hole; and elastically connecting the sewage inflow space side to the connection end. A second step of fitting a seal ring onto the stepped surface of the stepped water pipe connecting hole, and the mechanical and physical characteristics of the water pipe are the same or similar to those of the water pipe, and the characteristics and mortar A sleeve in which an annular layer having a characteristic equivalent to that of mechanical and physical characteristics is integrally formed on the outer peripheral portion is externally fitted and adhered to the connecting end portion with an adhesive interposed, and the sleeve is A third step of sandwiching the elastic seal ring with the step surface,
An adhesive applying step of applying an adhesive to the peripheral portion of the elastic seal ring after the second step or the third step;
A fourth step of filling and curing by curing mortar in the annular space surrounded by the inner circumference of the large diameter portion of the stepped water pipe connection hole on the side of the dirty water inflow space and the outer circumference of the annular layer of the outer circumference of the sleeve. And the contact layer between the mortar and the connection end of the water pipe, which has poor compatibility with the annular layer, and the mortar has a relatively large difference in mechanical and physical properties. Therefore, the object of improving the sealing property is achieved by preventing cracks and breaks at the connection end or generation of a gap at the boundary between the connection end and mortar.

【0006】[0006]

【作用】本発明によれば、通水管の接続端部とスリ−ブ
間のシ−ル性は、両者間に介在する接着剤によって確保
できる。また、スリ−ブと通水管接続孔の段差面間のシ
−ル性は、弾性シ−ルリングおよび接着剤塗布工程によ
って塗布された接着剤によって確保できる。さらに、環
状層がモルタルに接触するので、両者間のなじみ性が向
上し、環状層に対するモルタルの付着性がよくなるの
で、境界部のシ−ル性を高めることができる。しかも、
環状層は、通水管の接続端部およびスリ−ブの機械的・
物理的特性とモルタルの機械的・物理的特性との中間相
当の特性を有しているので、通水管の接続端部およびス
リ−ブの熱膨脹・熱収縮とモルタルの熱膨脹・熱収縮の
干渉が緩和される。そのために、接続端部およびスリ−
ブのクラックや破断あるいはスリ−ブとモルタルとの境
界部の隙間の発生を確実に防止できる。
According to the present invention, the sealing property between the connecting end of the water pipe and the sleeve can be ensured by the adhesive agent interposed therebetween. Further, the sealing property between the sleeve and the stepped surface of the water pipe connecting hole can be secured by the elastic seal ring and the adhesive applied in the adhesive applying step. Further, since the annular layer comes into contact with the mortar, the conformability between the two is improved and the adhesion of the mortar to the annular layer is improved, so that the sealing property of the boundary portion can be enhanced. Moreover,
The annular layer is the mechanical end of the connecting end of the water pipe and the sleeve.
Since it has a property equivalent to the intermediate between the physical property and the mechanical / physical property of mortar, the interference between the thermal expansion / thermal contraction of the connection end of the water pipe and the sleeve and the thermal expansion / thermal contraction of the mortar Will be alleviated. To that end, the connection end and the sleeve
It is possible to surely prevent cracks and breaks in the groove, or formation of a gap at the boundary between the sleeve and the mortar.

【0007】[0007]

【実施例】以下、本発明の実施例を図面に基づいて説明
する。なお、前記従来例と同一もしくは相当部分には、
同一符号を付して説明する。図1は、コンクリ−ト製の
汚水マス1を示し、その周壁の下部両側には、外部と汚
水流入空間部6とを連通させる段付き通水管接続孔3
A,3Bが水平軸線を有して貫通形成されている。段付
き通水管接続孔3A,3Bは、汚水流入空間部側大径部
3A1,3B1と、段差面3Xを介して汚水流入空間部
側大径部3A1,3B1に連続する反汚水流入空間部側
小径部3A2,3B2を備えている。また、前記汚水流
入空間部側大径部3A1,3B1は、汚水流入空間部6
側に向かって狭径となるように形成され、その周面が汚
水流入空間部6側に向かって傾斜するテーパ面として形
成されている。
Embodiments of the present invention will be described below with reference to the drawings. In addition, in the same or corresponding part as the conventional example,
Description will be given by attaching the same reference numerals. FIG. 1 shows a concrete-made wastewater mass 1. Stepped water passage connecting holes 3 are provided on both sides of a lower portion of a peripheral wall thereof for communicating the outside with the wastewater inflow space 6.
A and 3B are formed so as to have a horizontal axis. The stepped water pipe connection holes 3A, 3B are provided on the side of the large diameter portions 3A1, 3B1 on the side of the sewage inflow space and on the side of the large diameter portions 3A1, 3B1 on the side of the sewage inflow space which are continuous with the stepped surface 3X. It has small diameter portions 3A2 and 3B2. Further, the large diameter portions 3A1 and 3B1 on the sewage inflow space portion side are the sewage inflow space portion 6
The taper surface is formed so as to have a narrower diameter toward the side, and its peripheral surface is formed as a taper surface that is inclined toward the side of the dirty water inflow space 6.

【0008】まず、図2に示すように、塩化ビニ−ルな
どの樹脂製汚水流入管2Aの接続端部2aを段付き通水
管接続孔3Aに挿入する。つぎに、図3に示すように、
接続端部2aに対して、汚水流入空間部6側からゴム製
の周方向に中空部を有しているリングによってなる弾性
シ−ルリング7を外嵌して、段付き通水管接続孔3Aの
段差面3Xに当接させる。一方、図4および図5に示す
スリ−ブ8の外周に環状層9を形成した部材を用意して
おく。スリ−ブ8は、汚水流入管2Aと同じ機械的・物
理的特性を有する塩化ビニ−ルなどの合成樹脂によって
成型され、一端にフランジ8Aが形成されているととも
に、胴部8Bの外周円周方向2箇所に、軸方向にのびる
リブ8b,8bを突設してある。なお、これらのリブ8
b,8bは、必ずしも必要としない。環状層9は、接着
材をバイダ−として砂あるいは小石を結合した素材、つ
まり、スリ−ブ8の機械的・物理的特性と後述するモル
タルの機械的・物理的特性との中間相当の機械的・物理
的特性を有する素材によって構成されており、胴部8B
の外周全面に一様な厚さで一体に形成されている。
First, as shown in FIG. 2, the connecting end portion 2a of the resin waste water inlet pipe 2A such as vinyl chloride is inserted into the stepped water pipe connecting hole 3A. Next, as shown in FIG.
An elastic seal ring 7 made of a ring made of rubber and having a hollow portion in the circumferential direction is externally fitted to the connection end portion 2a from the sewage inflow space portion 6 side to form the stepped water pipe connecting hole 3A. It contacts the step surface 3X. On the other hand, a member having an annular layer 9 formed on the outer circumference of the sleeve 8 shown in FIGS. 4 and 5 is prepared. The sleeve 8 is molded from a synthetic resin such as vinyl chloride having the same mechanical and physical characteristics as the sewage inflow pipe 2A, has a flange 8A formed at one end, and the outer circumference of the body 8B. Ribs 8b, 8b extending in the axial direction are provided so as to project at two locations in the direction. In addition, these ribs 8
b and 8b are not always necessary. The ring-shaped layer 9 is a material in which sand or pebbles are bonded by using an adhesive as a binder, that is, a mechanical property which is intermediate between the mechanical and physical properties of the sleeve 8 and the mechanical and physical properties of the mortar described later. -Body part 8B made of a material with physical properties
Is integrally formed with a uniform thickness on the entire outer periphery of the.

【0009】図6に示すように、接着剤10を汚水流入
管2Aの接続端部2aの表面に塗布したのち、スリ−ブ
8を接続端部2aに外嵌して段差面3X側に適宜押圧保
持し、接続端部2aにスリ−ブ8を接着する。これによ
り、スリ−ブ8のフランジ8Aの軸方向外端面と通水管
接続孔3Aの段差面3Xによって弾性シ−ルリング7を
挟着して弾性変形させる。ついで、弾性シ−ルリング7
の周辺部に接着剤11を塗布して、弾性シ−ルリング7
とスリ−ブ8および通水管接続孔3Aの段差面3Xとの
接着性を高める。なお、接着剤11を塗布する作業は、
前述の接続端部2aに対して弾性シ−ルリング7を外嵌
した直後に行ってもよい。前記接着剤10,11が乾燥
固化したのちに、図7に示すように、段付き通水管接続
孔3Aの汚水流入空間部側大径部3A1の内周とスリ−
ブ8外周部の環状層9の外周によって囲まれた環状空間
4Aにモルタル5を充填して養生固化させることで、汚
水マス1の段付き通水管接続孔3Aに対する通水管2の
一方、つまり汚水流入管2Aの接続が完了する。なお、
汚水マス1の段付き通水管接続孔3Bに対する通水管2
の他方、つまり汚水排水管2B(図8参照)の接続は、
前記段付き通水管接続孔3Aと同様の工程によって行わ
れるので、その説明は省略する。図中、12はインバ−
トを示す。
As shown in FIG. 6, after the adhesive 10 is applied to the surface of the connection end portion 2a of the dirty water inflow pipe 2A, the sleeve 8 is fitted onto the connection end portion 2a and is appropriately attached to the step surface 3X side. The sleeve 8 is pressed and held, and the sleeve 8 is adhered to the connection end portion 2a. As a result, the elastic seal ring 7 is sandwiched and elastically deformed by the axially outer end surface of the flange 8A of the sleeve 8 and the step surface 3X of the water pipe connecting hole 3A. Then, the elastic seal ring 7
Adhesive 11 is applied to the peripheral portion of the elastic seal ring 7
And the adhesiveness between the sleeve 8 and the step surface 3X of the water passage connecting hole 3A is enhanced. The operation of applying the adhesive 11 is
It may be performed immediately after the elastic seal ring 7 is externally fitted to the connecting end portion 2a. After the adhesives 10 and 11 have been dried and solidified, as shown in FIG. 7, the inner periphery of the large diameter portion 3A1 of the stepped water passage connecting hole 3A and the large diameter portion 3A1 and the sleeve.
One of the water pipes 2 to the stepped water pipe connection hole 3A of the sewage mass 1, that is, sewage The connection of the inflow pipe 2A is completed. In addition,
Water pipe 2 for stepped water pipe connection hole 3B of sewage mass 1
The other side, that is, the connection of the wastewater drainage pipe 2B (see FIG. 8) is
The description is omitted because it is performed in the same process as the stepped water pipe connecting hole 3A. In the figure, 12 is an invertor.
Indicates the

【0010】このように、汚水流入管2Aの接続端部2
aおよび汚水排水管2Bの接続端部2bとスリ−ブ8間
のシ−ル性は、両者2a,2b、8間に介在する接着剤
10によって確保できる。また、スリ−ブ8と通水管接
続孔3A,3Bの段差面3X間のシ−ル性は、弾性シ−
ルリング7および接着剤塗布工程によって塗布された接
着剤11によって確保できる。さらに、スリ−ブ8の外
周部に形成されている環状層9がモルタル5に接触する
ので、両者8,9間のなじみ性が向上し、環状層9に対
するモルタル5の付着性がよくなるから、境界部のシ−
ル性を高めることができる。しかも、環状層9は、接続
端部2a,2bおよびスリ−ブ8の機械的・物理的特性
とモルタル5の機械的・物理的特性との中間相当の特性
を有しているので、接続端部2a,2bおよびスリ−ブ
8の熱膨脹・熱収縮とモルタル5の熱膨脹・熱収縮の干
渉が緩和される。そのために、接続端部2a,2bおよ
びスリ−ブ8のクラックや破断あるいはスリ−ブ8とモ
ルタル5との境界部の隙間の発生を確実に防止して、シ
−ル性を向上させることができる。また、段付き通水管
接続孔3Aの汚水流入空間部側大径部3A1の内周とス
リ−ブ8外周部の環状層9の外周によって囲まれた環状
空間4Aにモルタル5を充填して固化させることによ
り、スリ−ブ8のフランジ8Aの軸方向外端面と通水管
接続孔3Aの段差面3Xによって弾性シ−ルリング7を
挟着して弾性変形によるシール性などの前記シール性
を、前記の接続状態で維持、確保することができる。特
に、前記実施例においては、汚水流入空間部側大径部3
A1,3B1の周面が汚水流入空間部6側に向かって傾
斜するテーパ面として形成されていることから、 汚水
流入空間部側大径部3A1の内周とスリ−ブ8外周部の
環状層9の外周によって囲まれた環状空間4Aに存在す
る固化したモルタル5は、前記環状空間4A内に確実に
維持される。また、前記実施例においては、弾性シ−ル
リング7をゴム製の周方向に中空部を有しているリング
で説明しているが、該弾性シ−ルリング7が弾性変形に
よるシール性を発揮することができるものであれば、そ
の材質及びその構造は問わない。
As described above, the connection end portion 2 of the wastewater inflow pipe 2A is
The sealing property between the sleeve 8 and the connection end 2b of the drainage pipe 2B and the sleeve 8 can be secured by the adhesive 10 interposed between the two 2a, 2b and 8. Further, the sealing property between the sleeve 8 and the step surface 3X of the water passage connecting holes 3A and 3B is an elastic seal.
It can be secured by the ring 7 and the adhesive 11 applied in the adhesive applying step. Further, since the annular layer 9 formed on the outer peripheral portion of the sleeve 8 comes into contact with the mortar 5, the conformability between the both 8 and 9 is improved and the adhesion of the mortar 5 to the annular layer 9 is improved. Boundary sea
It is possible to improve the property. Moreover, since the annular layer 9 has characteristics equivalent to those between the mechanical / physical characteristics of the connection ends 2a and 2b and the sleeve 8 and the mechanical / physical characteristics of the mortar 5, the connection ends are The interference between the thermal expansion / contraction of the portions 2a and 2b and the sleeve 8 and the thermal expansion / contraction of the mortar 5 is reduced. Therefore, it is possible to reliably prevent cracks and breaks in the connection ends 2a and 2b and the sleeve 8 or to form a gap at the boundary between the sleeve 8 and the mortar 5 to improve the sealing property. it can. Further, the annular space 4A surrounded by the inner circumference of the large diameter portion 3A1 of the stepped water pipe connection hole 3A and the outer circumference of the annular layer 9 on the outer circumference of the sleeve 8 is filled with mortar 5 and solidified. By doing so, the elastic seal ring 7 is sandwiched between the axially outer end surface of the flange 8A of the sleeve 8 and the step surface 3X of the water passage connecting hole 3A, and the sealing performance such as sealing performance due to elastic deformation is Can be maintained and secured in the connected state. Particularly, in the above embodiment, the large diameter portion 3 on the sewage inflow space side.
Since the peripheral surfaces of A1 and 3B1 are formed as tapered surfaces that are inclined toward the sewage inflow space 6 side, the inner circumference of the sewage inflow space side large diameter part 3A1 and the annular layer of the sleeve 8 outer circumference are formed. The solidified mortar 5 existing in the annular space 4A surrounded by the outer periphery of 9 is reliably maintained in the annular space 4A. Further, in the above-described embodiment, the elastic seal ring 7 is described as a ring made of rubber and having a hollow portion in the circumferential direction, but the elastic seal ring 7 exhibits sealing property by elastic deformation. The material and the structure thereof are not limited as long as they can be processed.

【0011】[0011]

【発明の効果】以上説明したように本発明は、通水管の
接続端部とスリ−ブ間のシ−ル性を両者間に介在する接
着剤によって確保し、スリ−ブと通水管接続孔の段差面
間のシ−ル性を弾性シ−ルリングおよび接着剤塗布工程
によって塗布された接着剤によって確保し、スリ−ブの
外周部に形成されている環状層とモルタル間の良好なな
じみ性によって、環状層に対するモルタルの付着性をよ
くして環状層とモルタルの境界部のシ−ル性を高め、ま
た、環状層のもつ機械的・物理的特性、つまり通水管の
接続端部およびスリ−ブの機械的・物理的特性とモルタ
ルの機械的・物理的特性との中間相当の特性によって、
前記接続端部およびスリ−ブの熱膨脹・熱収縮とモルタ
ルの熱膨脹・熱収縮の干渉を緩和して、接続端部および
スリ−ブのクラックや破断あるいはスリ−ブとモルタル
との境界部の隙間の発生を確実に防止することができる
ので、従来の通水管の接続方法と比較して、シ−ル性を
大幅に向上させることができる。
As described above, according to the present invention, the sealing property between the connecting end portion of the water pipe and the sleeve is secured by the adhesive agent interposed therebetween, and the sleeve and the water pipe connecting hole are provided. The sealing property between the step surfaces of the mortar is secured by the elastic seal ring and the adhesive applied in the adhesive applying step, and the good compatibility between the annular layer formed on the outer peripheral portion of the sleeve and the mortar is ensured. This improves the adhesion of the mortar to the annular layer and enhances the sealing property at the boundary between the annular layer and the mortar, and also the mechanical and physical characteristics of the annular layer, that is, the connecting end and the slip of the water pipe. -By the characteristic equivalent to the intermediate between the mechanical and physical characteristics of mortar and the mechanical and physical characteristics of mortar,
The interference between the thermal expansion / contraction of the connection end and the sleeve and the thermal expansion / contraction of the mortar is relaxed, and the connection end and the sleeve are cracked or fractured or the gap between the sleeve and the mortar is separated. Since it is possible to reliably prevent the occurrence of the above, it is possible to significantly improve the sealing property as compared with the conventional water pipe connecting method.

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

【図1】汚水マスの縦断側面図である。FIG. 1 is a vertical sectional side view of a sewage mass.

【図2】汚水流入管の接続端部を段付き通水管接続孔に
挿入した状態を示す拡大横断平面図である。
FIG. 2 is an enlarged cross-sectional plan view showing a state in which a connection end portion of a wastewater inflow pipe is inserted into a stepped water passage connection hole.

【図3】弾性シ−ルリングの外嵌状態を示す拡大横断平
面図である。
FIG. 3 is an enlarged transverse plan view showing an externally fitted state of the elastic seal ring.

【図4】環状層を形成したスリ−ブの拡大縦断側面図で
ある。
FIG. 4 is an enlarged vertical side view of a sleeve having an annular layer formed thereon.

【図5】図4のア−ア線断面図である。5 is a sectional view taken along the line AA in FIG.

【図6】スリ−ブの外嵌状態を示す拡大横断平面図であ
る。
FIG. 6 is an enlarged cross-sectional plan view showing an outer fitting state of the sleeve.

【図7】汚水流入管の接続完了状態物を示す拡大横断平
面図である。
FIG. 7 is an enlarged cross-sectional plan view showing a state in which the connection of the dirty water inflow pipe is completed.

【図8】従来の接続方法による接続状態を示す縦断側面
図である。
FIG. 8 is a vertical cross-sectional side view showing a connection state according to a conventional connection method.

【符号の説明】[Explanation of symbols]

1 汚水マス 2 通水管 2A 汚水流入管 2a 汚水流入管の接続端部 2B 汚水排水管 2a 汚水排水管の接続端部 3A,3B 段付き通水管接続孔 3A1,3B1 汚水流入空間部側大径部 3A2,3B2 反汚水流入空間部側小径部 3X 段差面 4A,4B 環状空間 5 モルタル 6 汚水流入空間部 7 弾性シ−ルリング 8 スリ−ブ 9 環状層 10 接着剤 11 接着剤 1 Sewage mass 2 Water pipe 2A Sewage inflow pipe 2a Sewage inflow pipe connection end 2B Sewage drainage pipe 2a Sewage drainage pipe connection end 3A, 3B Stepped water passage connection hole 3A1, 3B1 Sewage inflow space side large diameter part 3A2, 3B2 Anti-sewage inflow space side small diameter part 3X Step surface 4A, 4B Annular space 5 Mortar 6 Wastewater inflow space 7 Elastic seal ring 8 Sleeve 9 Annular layer 10 Adhesive 11 Adhesive

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 汚水流入空間部側大径部と反汚水流入空
間部側小径部を有する段付き通水管接続孔が貫通形成さ
れた汚水マスに、通水管を接続する汚水マスと通水管の
接続方法であって、前記段付き通水管接続孔に通水管の
接続端部を挿入する第1の工程と、前記汚水流入空間部
側から前記接続端部に弾性シ−ルリングを外嵌して前記
段付き通水管接続孔の段差面に当接させる第2の工程
と、機械的・物理的特性が前記通水管と同一または近似
し、かつ前記特性とモルタルの機械的・物理的特性との
中間相当の特性を有する環状層が外周部に一体形成され
たスリ−ブを接着剤の介在状態で前記接続端部に外嵌接
着して、該スリ−ブと前記段差面とで前記弾性シ−ルリ
ングを挟着する第3の工程と、前記第2の工程または第
3の工程後に、前記弾性シ−ルリングの周辺部に接着剤
を塗布する接着剤塗布工程と、前記段付き通水管接続孔
の汚水流入空間部側大径部の内周と前記スリ−ブ外周部
の環状層の外周によって囲まれた環状空間にモルタルを
充填して養生固化させる第4の工程と、からなることを
特徴とする汚水マスと通水管の接続方法。
1. A sewage mass for connecting a sewage pipe and a sewage pipe to a sewage mass having a stepped sewage pipe connection hole having a large diameter part on the sewage inflow space side and a small diameter part on the anti-sewage inflow space side. In the connection method, a first step of inserting the connection end of the water pipe into the stepped water pipe connection hole, and an elastic seal ring is externally fitted from the sewage inflow space side to the connection end. A second step of contacting the stepped surface of the stepped water pipe connecting hole with a mechanical / physical property which is the same as or similar to that of the water pipe, and the mechanical property of the mortar and the mechanical property of the mortar. A sleeve in which an annular layer having an intermediate characteristic is integrally formed on the outer peripheral portion is externally fitted and adhered to the connection end portion with an adhesive interposed, and the elastic seal is formed between the sleeve and the step surface. A third step of sandwiching a ruling and the bullet after the second or third step. Adhesive application step of applying an adhesive to the peripheral portion of the flexible seal ring, the inner circumference of the large diameter portion of the stepped water pipe connecting hole side on the sewage inflow space side and the outer circumference of the annular layer of the sleeve outer peripheral portion. A fourth step of filling a mortar in an annular space surrounded by and curing and solidifying the mortar, and a connecting method of a wastewater mass and a water pipe.
JP3358540A 1991-12-27 1991-12-27 How to connect sewage mass and water pipe Expired - Lifetime JP2619761B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3358540A JP2619761B2 (en) 1991-12-27 1991-12-27 How to connect sewage mass and water pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3358540A JP2619761B2 (en) 1991-12-27 1991-12-27 How to connect sewage mass and water pipe

Publications (2)

Publication Number Publication Date
JPH05179689A true JPH05179689A (en) 1993-07-20
JP2619761B2 JP2619761B2 (en) 1997-06-11

Family

ID=18459849

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3358540A Expired - Lifetime JP2619761B2 (en) 1991-12-27 1991-12-27 How to connect sewage mass and water pipe

Country Status (1)

Country Link
JP (1) JP2619761B2 (en)

Also Published As

Publication number Publication date
JP2619761B2 (en) 1997-06-11

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