JP2534766Y2 - Joint structure between manhole lateral hole and sewer - Google Patents
Joint structure between manhole lateral hole and sewerInfo
- Publication number
- JP2534766Y2 JP2534766Y2 JP6767191U JP6767191U JP2534766Y2 JP 2534766 Y2 JP2534766 Y2 JP 2534766Y2 JP 6767191 U JP6767191 U JP 6767191U JP 6767191 U JP6767191 U JP 6767191U JP 2534766 Y2 JP2534766 Y2 JP 2534766Y2
- Authority
- JP
- Japan
- Prior art keywords
- diameter portion
- rubber
- joint structure
- shaped gap
- 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
Links
Description
【0001】[0001]
【産業上の利用分野】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輪状間隙の広
狭に順応して圧入し閉塞する継手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 joint structure between a lateral hole of a manhole and a sewer, and more particularly to a joint structure for press-fitting and closing according to the width of a ring-shaped gap between the lateral hole and the sewer.
【0002】[0002]
【従来の技術】この種の継手としては実開平3−133
49号がある。該公報はゴム輪の中心部の幅方向に切目
を入れ、且つ内外端間に間隔を置いて該切目を通る複数
本の締めボルトを挿通し、該ゴム輪をマンホールの横穴
と該横穴に嵌挿する管渠との間にできる輪状間隙内に挿
入し、各締めボルトを回動締めしてゴム輪を非締付方向
に膨出させて以って該輪状間隙を閉塞することを記載し
ている。2. Description of the Related Art A joint of this type is disclosed in Japanese Utility Model Laid-Open No. 3-133.
There is No. 49. In this publication, a cut is made in the width direction of the center of the rubber ring, and a plurality of tightening bolts passing through the cut are inserted at intervals between the inner and outer ends, and the rubber ring is fitted into the lateral hole of the manhole and the lateral hole. It is described that the annular gap is closed by inserting into the annular gap formed between the pipe and the inserted sewer and rotating and tightening each tightening bolt to expand the rubber ring in the non-tightening direction. ing.
【0003】[0003]
【考案が解決しようとする課題】しかしながら該公報は
狭隘な輪状間隙内にて締めボルトの回動操作を要して輪
状間隙の閉塞が容易でなく、しかもゴム輪は締めボルト
間が谷間となって該部分の膨出が不足して水漏れを生ず
るという課題がある。However, this publication requires a turning operation of the tightening bolt in a narrow annular gap, so that it is not easy to close the annular gap, and the rubber ring has a valley between the tightening bolts. Therefore, there is a problem that the swelling of the portion is insufficient and water leakage occurs.
【0004】[0004]
【課題を解決するための手段】本考案は大径部と小径部
とを有し、該大小径部の一端間を断面U形のつなぎ材に
て接続して該大小径部間に広狭可能とするU形間隙を設
け、前記大径部の内側に高硬度ゴムを嵌付けるととも
に、該大径部の前記つなぎ材側の外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との間にできる輪状間隙に前記のU
形間隙を広狭しつつ圧入し、且つ該U形間隙内に弾性シ
ール材を充填して以って輪状間隙を閉塞するようにし
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 one end of the large-diameter and small-diameter portions is connected by a connecting member having a U-shaped cross section so that the large-diameter portion can be narrowed. A U-shaped gap is provided, a high-hardness rubber is fitted inside the large-diameter portion, and a rubber ring is formed by projecting a collar ring at an outer end of the large-diameter portion on the joining material side, The rubber ring is inserted into the annular gap formed between the side hole of the manhole and the sewer fitted into the side hole.
An object of the present invention is to solve such a problem by press-fitting while widening and narrowing the shape gap and filling the U-shaped space with an elastic sealing material to close the annular space.
【0005】[0005]
【作用】本考案はゴム輪の小径部をヒューム管等の管渠
に嵌挿し、該管渠端をマンホールの横穴に嵌挿するとと
もにゴム輪を輪状間隙の厚薄に合わせてU形間隙を広狭
しつつ移動して鍔環の内面がマンホールの外面に接面す
るまで叩き込みなどの手段を用いてゴム輪を該輪状間隙
内に圧入するのである。According to the present invention, the small diameter portion of the rubber ring is inserted into a pipe such as a fume pipe, and the end of the pipe is inserted into the side hole of the manhole, and the rubber ring is adjusted to the thickness of the annular gap to make the U-shaped gap wide and narrow. Then, the rubber ring is pressed into the annular gap by means of tapping or the like until the inner surface of the collar ring comes into contact with the outer surface of the manhole.
【0006】圧入したゴム輪のU形間隙内にラテックス
モルタル等の弾性シール材を充填して輪状間隙を保形す
るのである。The U-shaped gap of the press-fitted rubber ring is filled with an elastic sealing material such as latex mortar or the like to maintain the annular gap.
【0007】[0007]
【実施例】以下図面に基づいて実施例を説明する。An embodiment will be described below with reference to the drawings.
【0008】断面を矩形にしてリング体に形成するゴム
製の大径部1a、大径部1aの内側に間隔を置いて配置
する大径部1aより小幅の矩形断面にてリング体形状に
形成するゴム製の小径部1bの一端間を折曲可能なゴム
製のつなぎ材1cにて接続して口径を大小する各種のゴ
ム輪1を形成する。なお、1dは大径部1aの内側半分
を切欠して該切欠部分に嵌付けた硬度90程度の高硬度
ゴム層、1eは大径部1aのつなぎ材1c側の外端部分
に突設した鍔環、1fは大径部1aの非つなぎ材1c側
の外端を先細にカットして形成したテーパー面、1jは
広狭可能とするU形間隙である。また、ゴム輪1の横穴
3面に圧接する大径部1aは図3に示すように横穴3の
円曲に合わせて円曲形成している。A large diameter portion 1a made of rubber and formed in a ring body with a rectangular cross section, and formed into a ring shape with a rectangular cross section smaller in width than the large diameter portion 1a arranged inside the large diameter portion 1a at intervals. One end of the rubber small diameter portion 1b is connected by a bendable rubber connecting member 1c to form various rubber rings 1 having large and small diameters. 1d is a high-hardness rubber layer having a hardness of about 90, which is formed by cutting out the inner half of the large-diameter portion 1a and fitted to the cut-out portion. The flange ring 1f is a tapered surface formed by tapering the outer end of the large diameter portion 1a on the side of the non-connecting material 1c, and 1j is a U-shaped gap that can be widened and narrowed. The large-diameter portion 1a pressed against the surface of the lateral hole 3 of the rubber ring 1 is formed in a curved shape in accordance with the curved shape of the lateral hole 3 as shown in FIG.
【0009】このように形成したゴム輪1はヒューム管
等の管渠4の外形に適合する口径のゴム輪1を選択して
小径部1bを管渠4の外面に接面嵌付け、次いで該管渠
4端をマンホール2の横穴3に嵌込み、横穴3と管渠4
間にできる輪状間隙Sの厚薄に合わせて大径部1aを部
分的に押してU形間隙1jを広狭しつつ鍔環1eの内面
がマンホール2の外面に当接するまでゴム輪1を該輪状
間隙S内に圧入するのである。For the rubber ring 1 formed in this manner, a rubber ring 1 having a diameter suitable for the outer shape of the conduit 4 such as a fume pipe is selected, the small diameter portion 1b is fitted on the outer surface of the conduit 4, and then fitted. The end of the sewer 4 is fitted into the side hole 3 of the manhole 2 and the side hole 3 and the sewer 4
The rubber ring 1 is pushed until the inner surface of the collar ring 1e contacts the outer surface of the manhole 2 while partially expanding the U-shaped gap 1j by partially pressing the large diameter portion 1a in accordance with the thickness of the annular gap S formed therebetween. Press into the inside.
【0010】ゴム輪1は大径部1aに先細のテーパー面
1fを設けたことと、高硬度ゴム層1dによる張り支え
にて至極円滑に圧入することとなる。The rubber ring 1 is press-fitted extremely smoothly by the provision of the tapered tapered surface 1f in the large diameter portion 1a and the tension support by the high hardness rubber layer 1d.
【0011】圧入したゴム輪1のU形間隙月内にマンホ
ール2内からラテックスモルタル等にてなる弾性シール
材5を充填してU形間隙1jを保形させ、さらに輪状間
隙S内のゴム輪1より内側の部分にセメントモルタル6
を充填して、以ってマンホール2の横穴3と嵌入する管
渠4との間にできる輪状間隙Sを水密裡に閉塞するので
ある。An elastic sealing material 5 made of latex mortar or the like is filled from the inside of the manhole 2 into the U-shaped gap of the pressed rubber ring 1 to maintain the U-shaped gap 1j. Cement mortar 6 in the part inside 1
Is filled, whereby the annular gap S formed between the lateral hole 3 of the manhole 2 and the pipe 4 to be fitted is closed in a watertight manner.
【0012】このようにして図4に示すように、輪状間
隙Sが管渠4の偏心嵌入により極端な厚薄部分を生じて
もゴム輪1はつなぎ材1cの曲折を伴った大径部1aの
一部の押しによってU形間隙1jを適合する形に広狭し
得るために確実に圧入することができることとなる。Thus, as shown in FIG. 4, even if the annular gap S has an extremely thick and thin portion due to the eccentric fitting of the sewer 4, the rubber ring 1 has the large-diameter portion 1a with the bending of the connecting material 1c. Since the U-shaped gap 1j can be made wider or narrower by a part of the pressing, the press-fitting can be surely performed.
【0013】なお、ゴム輪1の横穴3面に圧接する大径
部1aは前記したように横穴3の円曲に合わせて円曲形
成しているので、大径部1aは全長が横穴3面に圧接し
て、外部に出る個所が生じないものとなる。Since the large-diameter portion 1a pressed against the side surface 3 of the rubber ring 1 is formed in a curved shape in accordance with the circular shape of the side hole 3 as described above, the large-diameter portion 1a has a total length of three side holes. To the outside, so that there is no place to go outside.
【0014】横穴3が角箱形のマンホール2によって円
曲しない部面壁に設けられるときはゴム輪1は図6に示
すように大径部1aに円曲を付さずして形成される。When the lateral hole 3 is provided on the wall of the part that is not curved by the rectangular box-shaped manhole 2, the rubber ring 1 is formed without a curved part in the large diameter portion 1a as shown in FIG.
【0015】また図5は管渠4と横穴3面に圧接する大
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を加硫接着して防水性を強
化した例を示している。FIG. 5 shows a water-expandable rubber or flexible rubber layer 1g, 1h vulcanized and bonded to the outer contact surface of the large-diameter portion 1a and the small-diameter portion 1b pressed against the duct 4 and the lateral hole 3 to waterproof. An example in which the performance is enhanced is shown.
【0016】[0016]
【考案の効果】本考案は以上のようにして、大径部と小
径部の一端間を断面U形のつなぎ材にて接続して該大小
径部間に広狭可能とするU形間隙を設けてゴム輪を形成
したので、マンホールの横穴と該横穴に嵌挿する管渠と
の間にできる輪状間隙に厚薄部分を生じても、つなぎ材
の曲折を伴ったU形間隙の広狭により対応させて輪状間
隙内に圧入することができるという効果を生ずる。As described above, according to the present invention, a U-shaped gap is provided between the large-diameter portion and the small-diameter portion by connecting one end of the large-diameter portion and the small-diameter portion with a connecting member having a U-shaped cross section. Since the rubber ring was formed, even if a thick and thin portion was formed in the ring-shaped gap formed between the side hole of the manhole and the sewer inserted into the side hole, the width of the U-shaped gap accompanied by the bending of the connecting material was adjusted to be wider and narrower. This has the effect of being able to press fit into the annular gap.
【0017】ゴム輪のつなぎ材側の外端に鍔環を設けた
ので、該鍔環のマンホールの外面への当接によりゴム輪
の輪状間隙内への圧入の確認と過度の圧入を防止するこ
とができるという効果を生ずる。Since the collar ring is provided at the outer end of the rubber ring on the joining material side, contact of the collar ring with the outer surface of the manhole confirms press-fitting of the rubber ring into the annular gap and prevents excessive press-fitting. The effect that it can do is produced.
【0018】大径部の非つなぎ材側の外端に先細のテー
パー面を設けたことと、高硬度ゴム層の張り支えにて大
径部を円滑に圧入することができるという効果を生ず
る。By providing a tapered surface at the outer end of the large diameter portion on the non-joining material side, the large diameter portion can be smoothly press-fitted by the support of the high hardness rubber layer.
【0019】輪状間隙内に圧入したゴム輪のU形間隙内
に弾性シール材を充填することにより、U形間隙の広狭
状態を安定して持続させるとともに輪状間隙の閉塞をさ
らに確実にするという効果を生ずる。By filling an elastic sealing material into the U-shaped gap of the rubber ring pressed into the annular gap, the wide and narrow state of the U-shaped gap can be stably maintained, and the annular gap can be more reliably closed. Is generated.
【0020】ゴム輪の大径部をマンホールの横穴の曲形
に沿って円曲形成することにより、大径部の両端部が横
穴外に突出することが生じないという効果を生ずる。By forming the large-diameter portion of the rubber ring into a circular shape along the curved shape of the lateral hole of the manhole, there is an effect that both ends of the large-diameter portion do not protrude outside the lateral hole.
【0021】大径部と小径部の外側に水膨張性ゴムまた
は柔軟質のゴム層を設けることによって、横穴およびヒ
ューム管との間の水密性をさらに向上させることができ
るという効果を生ずる。By providing a water-swellable rubber or a soft rubber layer outside the large-diameter portion and the small-diameter portion, there is an effect that the watertightness between the lateral hole and the fume tube can be further improved.
【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 one embodiment of a 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 FIG.
【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, FIG.
It is a partial expanded sectional view.
【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 an eccentric fitting of a sewer.
【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 a 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はテーパー面 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 portion 1b is a small diameter portion 1c is a linking material 1d is a high hardness rubber layer 1e is a flange ring 1f is a tapered surface 1g, 1h is a water-expandable rubber or a soft rubber layer 1j is a U-shaped gap 2 is a manhole 3 is a side hole 4 is a fume pipe etc. 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 (56)参考文献 特開 昭63−304836(JP,A) 特開 昭51−10652(JP,A) 特開 平4−333722(JP,A) 実開 昭63−95792(JP,U) 実開 平4−117043(JP,U) ──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Yukihiro Adachi Nakajo Nitta, Nakanoshima-cho, Minami-Kamabara-gun, Niigata Prefecture (No address) Inside Shinmei Sangyo Niigata Plant (72) Inventor Hiroshi Enonami Nakanoshima-cho, Minami-Kamabara-gun, Niigata Japanese character Nakajo Nitta (No address) Inside Shinmei Sangyo Niigata Factory (56) References JP-A-63-304836 (JP, A) JP-A-51-10652 (JP, A) JP-A-4-333722 (JP, A) Japanese Utility Model Showa 63-95792 (JP, U) Japanese Utility Model Utility Model 4-17043 (JP, U)
Claims (4)
一端間を断面U形のつなぎ材にて接続して該大小径部間
に広狭可能とするU形間隙を設け、前記大径部の内側に
高硬度ゴムを嵌付けるとともに、該大径部の前記つなぎ
材側の外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との間
にできる輪状間隙に前記のU形間隙を広狭しつつ圧入
し、且つ該U形間隙内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, and one end of the large-diameter and small-diameter portion is connected by a connecting member having a U-shaped cross section to provide a U-shaped gap between the large-diameter portion and the small-diameter portion. A high hardness rubber is fitted inside the large diameter portion, and a rubber ring is formed by projecting a collar ring at an outer end of the large diameter portion on the connecting material side, and the rubber ring is formed in a lateral hole of a manhole. And press-fitting the U-shaped gap into a ring-shaped gap formed between the pipe and a sewer fitted into the side hole while widening and narrowing the U-shaped gap, and filling the U-shaped gap with an elastic sealing material. Joint structure between sewers.
せて円曲形成した請求項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-swellable rubber or a soft rubber layer is provided outside the large-diameter portion and the small-diameter portion, respectively.
The described joint structure.
ーパー面を設けた請求項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 a tapered surface is provided at an outer end of the large-diameter portion on the non-joining material 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 JPH0514240U (en) | 1993-02-23 |
JP2534766Y2 true 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 (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013160347A (en) * | 2012-02-07 | 2013-08-19 | Mitsubishi Heavy Ind Ltd | Seal structure |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6908358B2 (en) * | 2016-07-01 | 2021-07-28 | 積水化学工業株式会社 | Parcel penetration structure. |
KR101859611B1 (en) * | 2016-09-02 | 2018-06-28 | (주)세니츠코퍼레이션 | Reinforcement and waterproof structure of vertical shafts-utility tunnels interface |
-
1991
- 1991-08-01 JP JP6767191U patent/JP2534766Y2/en not_active Expired - Lifetime
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2013160347A (en) * | 2012-02-07 | 2013-08-19 | Mitsubishi Heavy Ind Ltd | Seal structure |
Also Published As
Publication number | Publication date |
---|---|
JPH0514240U (en) | 1993-02-23 |
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