JPH0514240U - Joint structure between horizontal hole of manhole and pipe - Google Patents
Joint structure between horizontal hole of manhole and pipeInfo
- Publication number
- JPH0514240U JPH0514240U JP6767191U JP6767191U JPH0514240U JP H0514240 U JPH0514240 U JP H0514240U JP 6767191 U JP6767191 U JP 6767191U JP 6767191 U JP6767191 U JP 6767191U JP H0514240 U JPH0514240 U JP H0514240U
- Authority
- JP
- Japan
- Prior art keywords
- diameter portion
- lateral hole
- shaped gap
- pipe
- manhole
- 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
Links
Abstract
(57)【要約】
【目的】 本考案はマンホールの横穴と該横穴に嵌入す
る管渠間の継手構造において、管渠の偏芯嵌入により横
穴との間の間隙に広狭部分を生じても、順応して埋める
ことができるゴム輪を得ることを主要の目的とするもの
である。
【構成】 本考案は大径部1aと小径部1bとを有し、該大
小径部1a,1bを一体のつなぎ材1cにて接続して該大小径
部間にU形間隙1jを存せしめ、前記大径部1aの内側に高
硬度ゴム1dを埋込むとともに該大径部1aの外面の一端に
鍔環1eを突設してなるゴム輪1を形成し、該ゴム輪1を
マンホール2の横穴3と該横穴3に嵌入する管渠4間の
偏芯を含む輪形間隙Sに前記のU形間隙1jを広狭しつつ
圧入し、圧入後該U形間隙1jに弾性シール材5を充填す
ることを特徴とするマンホールの横穴と管渠間の継手構
造にある。
(57) [Abstract] [Purpose] The present invention has a joint structure between a lateral hole of a manhole and a pipe that is fitted into the lateral hole. Even if a wide and narrow portion is formed in the gap between the lateral hole due to eccentric fitting of the pipe, Its main purpose is to obtain a rubber ring that can be adapted and filled. [Constitution] The present invention has a large diameter portion 1a and a small diameter portion 1b, and connects the large and small diameter portions 1a and 1b with an integral connecting member 1c so that a U-shaped gap 1j is present between the large and small diameter portions. A rubber ring 1 is formed by embedding a high hardness rubber 1d inside the large diameter portion 1a and projecting a collar ring 1e at one end of the outer surface of the large diameter portion 1a. The U-shaped gap 1j is press-fitted into the ring-shaped gap S including the eccentricity between the lateral hole 3 and the pipe 4 fitted into the lateral hole 3 while widening the U-shaped gap 1j, and the U-shaped gap 1j is filled with the elastic seal material 5 after the press-fitting. It is in the joint structure between the horizontal hole of the manhole and the pipe.
Description
【0001】[0001]
この考案はマンホールの横穴と管渠間の継手構造、詳しくは横穴と管渠間の偏 芯を含む輪形間隙を水密裡に閉塞する継手構造に関するものである。 The present invention relates to a joint structure between a lateral hole of a manhole and a pipe, and more particularly to a joint structure for sealing a ring-shaped gap including the eccentricity between the lateral hole and the pipe in a watertight manner.
【0002】[0002]
この種の継手構造としては実願平3−27106号がある。該実願はマンホー ルの横穴と該横穴に嵌入する管渠との間に挿入するゴム輪であって、該ゴム輪を 前記マンホールの横穴より幅広に形成し、該ゴム輪の内外両端部に水膨張性ゴム とともに前記横穴の周面と挿入管渠の外面に圧接することを特徴とするマンホー ルと管渠間の継手部構造を記載している。 Japanese Patent Application No. 3-27106 discloses a joint structure of this type. The actual application is a rubber ring to be inserted between a horizontal hole of a manhole and a pipe fitted into the horizontal hole, the rubber ring being formed wider than the horizontal hole of the manhole, and at inner and outer ends of the rubber ring. A joint structure between a manhole and a pipe is described in which the peripheral surface of the lateral hole and the outer surface of the insertion pipe are pressed together with a water-expandable rubber.
【0003】[0003]
しかしながら該実願はゴム輪の一端をマンホールの横穴の外側に突出させて、 この突出部分を横穴に嵌入する管渠の外面に圧接する要領のため、外部岩石など にて突出部分が損傷するという課題があった。 However, in this application, one end of the rubber ring is projected to the outside of the lateral hole of the manhole, and the protruding portion is pressed against the outer surface of the pipe that is fitted into the lateral hole. Therefore, the protruding portion is damaged by external rocks. There were challenges.
【0004】[0004]
本考案は、大径部と小径部とを有し、該大小径部を一体のつなぎ材にて接続し て該大小径部間にU形間隙を存せしめ、前記大径部の内側に高硬度ゴムを埋込む とともに該大径部の外面の一端に鍔環を突設してなるゴム輪を形成し、該ゴム輪 をマンホールの横穴と該横穴に嵌入する管渠間の偏芯を含む輪形間隙に前記のU 形間隙を広狭しつつ圧入し、該U形間隙に弾性シール材を充填するようにして、 かかる課題を解決しようとするものである。 The present invention has a large-diameter portion and a small-diameter portion, and connects the large-small diameter portion with an integral tie member to leave a U-shaped gap between the large-small diameter portion and a high-diameter portion inside the large-diameter portion. A rubber ring is formed by embedding a hard rubber and projecting a collar ring at one end of the outer surface of the large-diameter portion. The rubber ring includes a lateral hole of a manhole and an eccentricity between pipe tubs fitted into the lateral hole. The U-shaped gap is press-fitted into the ring-shaped gap while widening it, and the elastic sealing material is filled in the U-shaped gap to solve the above problem.
【0005】[0005]
以下図面に基づいて実施例を説明する。 Embodiments will be described below with reference to the drawings.
【0006】 マンホール2の横穴3の口径よりもわずかに大きい外径を持つ大径部1aと、前 記マンホール2の横穴3に嵌入するヒューム管等の管渠4の外径より少し小さい 径の小径部1bとを有し、該大径部1aと小径部1bの間を一体のつなぎ材1cにて接続 して断面形を倒置U形とするゴム輪1を大きさ別に多種において形成する。大径 部1aは内側に保形性を持たせるために硬度90程度の高硬度ゴム層1dを一体または 別体にて埋込み、平面視円形のマンホール2の横穴3の円曲に合わせて円曲形成 し、さらに大径部1aはつなぎ材1c側の外側端部にマンホール2の横穴3の外縁に 掛け止めるための鍔環1eを突設するとともに外面の非鍔環1e側の端部に先部を小 径とするテーパー1fを外面に付している。なお1jは大径部1aと小径部1b間に形成 されるU形間隙である。The large-diameter portion 1a having an outer diameter slightly larger than the diameter of the lateral hole 3 of the manhole 2, and a diameter slightly smaller than the outer diameter of the pipe 4 such as a fume pipe fitted in the lateral hole 3 of the manhole 2 described above. A rubber ring 1 having a small-diameter portion 1b and connecting the large-diameter portion 1a and the small-diameter portion 1b with an integral tie member 1c is formed in various sizes according to size and having an inverted U-shaped cross section. The large-diameter portion 1a is embedded with a high-hardness rubber layer 1d having a hardness of about 90 integrally or separately in order to give shape retention to the inner side, and is curved according to the curvature of the lateral hole 3 of the manhole 2 which is circular in plan view. Further, the large diameter portion 1a has a collar ring 1e projecting at the outer end portion on the side of the tie member 1c so as to be fastened to the outer edge of the lateral hole 3 of the manhole 2 and the end portion of the outer surface on the non-collar ring 1e side is formed first. A taper 1f with a small diameter is attached to the outer surface. Note that 1j is a U-shaped gap formed between the large diameter portion 1a and the small diameter portion 1b.
【0007】 あらかじめヒューム管等の管渠4にゴム輪1を小径部1bを用いて嵌付けておい て該管渠4をマンホール2の横穴3に嵌込み、次いで嵌付けたゴム輪1を横穴3 と管渠4間の輪形間隙Sに移動させて叩き込みなどの手段を用いて嵌込むのであ る。大径部1aの内側に高硬度ゴム層1dを設けたので、その保形作用により大径部 1aは横穴3に圧接することとなる。嵌込み後大径部1aと小径部1b間のU形間隙1j にラテックスモルタル等の弾性シール材5を充填して閉塞し、さらに周囲をセメ ントモルタル6の充填にて埋めて、以ってマンホール2の横穴3と管渠4間を水 密裡に閉塞し接続するようにしたのである。A rubber ring 1 is previously fitted to a pipe 4 such as a fume pipe by using a small diameter portion 1b, the pipe 4 is fitted into a lateral hole 3 of a manhole 2, and then the fitted rubber ring 1 is laterally drilled. 3 is moved to the ring-shaped gap S between the pipe 3 and the pipe 4, and is fitted by using a means such as tapping. Since the high hardness rubber layer 1d is provided inside the large-diameter portion 1a, the large-diameter portion 1a comes into pressure contact with the lateral hole 3 due to its shape retaining function. After the fitting, the U-shaped gap 1j between the large diameter portion 1a and the small diameter portion 1b is filled with an elastic sealing material 5 such as latex mortar to close it, and then the periphery is filled with the cement mortar 6 to fill it. The horizontal hole 3 of the manhole 2 and the pipe 4 are closed and connected in a watertight manner.
【0008】 図4に示すように、マンホール2の横穴3と管渠4間の輪形間隙Sが管渠4の 偏芯嵌入により広狭する部分が生じてもゴム輪1はU形間隙1jを有して、このU 形間隙1jがつなぎ材1cの曲折を伴って広狭するために確実に輪形間隙Sを埋める こととなる。As shown in FIG. 4, even if the ring-shaped gap S between the lateral hole 3 of the manhole 2 and the pipe 4 is widened due to the eccentric fitting of the pipe 4, the rubber ring 1 has a U-shaped gap 1j. Then, the U-shaped gap 1j widens with the bending of the tie member 1c, so that the ring-shaped gap S is surely filled.
【0009】 図5はゴム輪1の大径部1aと小径部1bの外側接面部に水膨張性ゴムまたは柔軟 質のゴム層1g,1hを加硫接着にて形成し、防水機能をより強化した例をしめすも のである。FIG. 5 shows that the water-expandable rubber or flexible rubber layers 1g and 1h are formed by vulcanization adhesion on the outer contact surfaces of the large diameter portion 1a and the small diameter portion 1b of the rubber ring 1 to further enhance the waterproof function. This is an example.
【0010】 図6は平面視四角形またはアーチ形のマンホールの円曲してない部面壁に設け られる横穴用として大径部1aに円曲を付さずに形成したゴム輪1の例を示すもの である。FIG. 6 shows an example of a rubber ring 1 formed without bending the large-diameter portion 1a for a lateral hole provided in a non-curved part surface wall of a square or arch-shaped manhole in plan view. Is.
【0011】[0011]
本考案は以上のようにして、大径部の内側に設ける高硬度ゴム層の保形作用に より接着剤や他の資材を要せずしてマンホールの横穴に大径部を密着嵌付けする ことができ、また鍔環を設けたのでゴム輪の叩き込み圧入を容易にして且つゴム 輪を位置ずれすることなく安定して輪形間隙に嵌付けることができるという効果 を生ずる。 As described above, according to the present invention, the large diameter portion is closely fitted to the lateral hole of the manhole without the need for an adhesive or other material due to the shape-retaining function of the high hardness rubber layer provided inside the large diameter portion. Further, since the collar ring is provided, there is an effect that the rubber ring can be easily tapped and press-fitted, and the rubber ring can be stably fitted in the ring-shaped gap without displacement.
【0012】 ゴム輪の大径部を横穴の曲形に沿って円曲させることによりゴム輪の両端部を を横穴外に突出させることが生じないという効果を生ずる。By bending the large diameter portion of the rubber ring along the curved shape of the lateral hole, it is possible to prevent both end portions of the rubber ring from protruding outside the lateral hole.
【0013】 ゴム輪にU形間隙を設けて大径部と小径部間を広狭することができるため、管 渠が横穴に偏芯嵌入してもU形間隙の広狭によりゴム輪を確実に輪形間隙に圧入 させて埋めることができるという効果を生ずる。Since the U-shaped gap can be provided in the rubber ring to widen and narrow between the large diameter portion and the small diameter portion, the U-shaped gap can be reliably widened even if the pipe is eccentrically fitted in the lateral hole. The effect is that it can be pressed into the gap and filled.
【0014】 ゴム輪は小径部を管渠に嵌合して横穴に嵌込むので、ゴム輪が緩衝して横穴お よび管渠端の損壌を生じさせないという効果を生ずる。Since the small diameter portion of the rubber ring is fitted into the pipe ditch and fitted into the lateral hole, the rubber ring has an effect of buffering and preventing damage to the lateral hole and the pipe ditch end.
【0015】 ゴム輪の大径部および小径部は横穴内にとどまるので、外部岩石等による損傷 が生じないという効果を生ずる。Since the large-diameter portion and the small-diameter portion of the rubber ring remain in the lateral hole, there is an effect that damage due to external rocks does not occur.
【0016】 大径部と小径部間のU形間隙を弾性シール材等にて充填することと、大径部と 小径部の外側に水膨張性ゴムを取付けることによって、さらに水密性を向上させ ることができるという効果を生ずる。By further filling the U-shaped gap between the large-diameter portion and the small-diameter portion with an elastic sealing material or the like, and attaching water-expandable rubber to the outside of the large-diameter portion and the small-diameter portion, the watertightness is further improved. The effect of being able to
【図1】 本考案の継手部構造の一実施例を示す部分横
断平面図FIG. 1 is a partial cross-sectional plan view showing an embodiment of the joint structure of the present invention.
【図2】 同、部分拡大図である。FIG. 2 is a partially enlarged view of the same.
【図3】 (a)はゴム輪の横断平面図、(b)は同、部分拡
大断面図である。3A is a cross-sectional plan view of a rubber ring, and FIG. 3B is a partially enlarged cross-sectional view of the same.
【図4】 管渠の偏芯嵌入時の例を示す横断平面図であ
る。FIG. 4 is a cross-sectional plan view showing an example of eccentric fitting of a pipe.
【図5】 水膨張性ゴムまたは柔軟質のゴム層を形成し
た例を示す部分拡大断面図である。FIG. 5 is a partially enlarged cross-sectional view showing an example in which a water-swellable rubber or flexible rubber layer is formed.
【図6】 大径部に円曲を付さない例を示すゴム輪の横
断平面図である。FIG. 6 is a cross-sectional plan view of a rubber ring showing an example in which a large diameter portion is not curved.
1はゴム輪 1aは大径部 1bは小径部 1cはつなぎ材 1dは高硬度ゴム層 1eは鍔環 1fはテーパー 1g,1hは水膨張性ゴムまたは柔軟質のゴム層 1jはU形間隙 2はマンホール 3は横穴 4はヒューム管等の管渠 5は弾性シール材 6はセメントモルタル 1 is a rubber ring 1a is a large diameter part 1b is a small diameter part 1c is a connecting material 1d is a high hardness rubber layer 1e is a collar ring 1f is a taper 1g, 1h is a water-expandable rubber or flexible rubber layer 1j is a U-shaped gap 2 Is a manhole 3 is a lateral hole 4 is a fume pipe or the like 5 is an elastic sealing material 6 is cement mortar
───────────────────────────────────────────────────── フロントページの続き (72)考案者 安達 幸博 新潟県南蒲原郡中之島町字中条新田(番地 なし) 株式会社信明産業新潟工場内 (72)考案者 榎並 弘 新潟県南蒲原郡中之島町字中条新田(番地 なし) 株式会社信明産業新潟工場内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor, Yukihiro Adachi, Nakanoshima, Minamikanbara-gun, Niigata Prefecture Nakajo Nitta (no address) Shinmei Sangyo Niigata Factory (72) Inventor, Enoki Hiroshi Nakanoshima-machi, Minamikanbara-gun, Niigata Prefecture Nakajo Nitta (No address) Shinmei Sangyo Niigata Factory
Claims (4)
一体のつなぎ材にて接続して該大小径部間にU形間隙を
存せしめ、前記大径部の内側に高硬度ゴムを埋込むとと
もに該大径部の外面の一端に鍔環を突設してなるゴム輪
を形成し、該ゴム輪をマンホールの横穴と該横穴に嵌入
する管渠間の偏芯を含む輪形間隙に前記のU形間隙を広
狭しつつ圧入し、圧入後該U形間隙に弾性シール材を充
填することを特徴とするマンホールの横穴と管渠間の継
手構造。1. A large-diameter portion and a small-diameter portion, wherein the large-small diameter portion is connected by an integral tie member to leave a U-shaped gap between the large-small diameter portion and the inside of the large-diameter portion. A rubber ring is formed by embedding a high-hardness rubber and projecting a collar ring at one end of the outer surface of the large-diameter portion. The rubber ring is provided with an eccentricity between a manhole lateral hole and a pipe ditch fitted into the lateral hole. A joint structure between a lateral hole of a manhole and a pipe, which is characterized in that the U-shaped gap is press-fitted into the ring-shaped gap while widening the U-shaped gap, and the U-shaped gap is filled with an elastic sealing material after the press-fitting.
せて円曲形成する請求項1記載の継手構造。2. The joint structure according to claim 1, wherein the large-diameter portion is formed in a curved shape in accordance with the curved shape of the lateral hole of the manhole.
性ゴムまたは柔軟質のゴム層を設けた請求項1または2
記載の継手構造。3. A water-expandable rubber or flexible rubber layer is provided outside the large diameter portion and the small diameter portion, respectively.
The joint structure described.
径とするテーパーを設けた請求項1乃至3のいずれかに
記載の継手構造。4. The joint structure according to claim 1, wherein the outer surface of the large diameter portion is provided with a taper having a small diameter at the end portion on the non-collar ring side.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6767191U JP2534766Y2 (en) | 1991-08-01 | 1991-08-01 | Joint structure between manhole lateral hole and sewer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6767191U JP2534766Y2 (en) | 1991-08-01 | 1991-08-01 | Joint structure between manhole lateral hole and sewer |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0514240U true JPH0514240U (en) | 1993-02-23 |
JP2534766Y2 JP2534766Y2 (en) | 1997-05-07 |
Family
ID=13351696
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6767191U Expired - Lifetime JP2534766Y2 (en) | 1991-08-01 | 1991-08-01 | Joint structure between manhole lateral hole and sewer |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2534766Y2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2018003969A (en) * | 2016-07-01 | 2018-01-11 | 積水化学工業株式会社 | Partition penetration structure |
KR20180026245A (en) * | 2016-09-02 | 2018-03-12 | (주)세니츠코퍼레이션 | Reinforcement and waterproof structure of vertical shafts-utility tunnels interface |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013160347A (en) * | 2012-02-07 | 2013-08-19 | Mitsubishi Heavy Ind Ltd | Seal structure |
-
1991
- 1991-08-01 JP JP6767191U patent/JP2534766Y2/en not_active Expired - Lifetime
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2018003969A (en) * | 2016-07-01 | 2018-01-11 | 積水化学工業株式会社 | Partition penetration structure |
KR20180026245A (en) * | 2016-09-02 | 2018-03-12 | (주)세니츠코퍼레이션 | Reinforcement and waterproof structure of vertical shafts-utility tunnels interface |
Also Published As
Publication number | Publication date |
---|---|
JP2534766Y2 (en) | 1997-05-07 |
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