JPH0346317Y2 - - Google Patents
Info
- Publication number
- JPH0346317Y2 JPH0346317Y2 JP1988041046U JP4104688U JPH0346317Y2 JP H0346317 Y2 JPH0346317 Y2 JP H0346317Y2 JP 1988041046 U JP1988041046 U JP 1988041046U JP 4104688 U JP4104688 U JP 4104688U JP H0346317 Y2 JPH0346317 Y2 JP H0346317Y2
- Authority
- JP
- Japan
- Prior art keywords
- rubber ring
- water
- existing tubular
- steel band
- leakage
- 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
Links
- 229920001971 elastomer Polymers 0.000 claims description 66
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 38
- 230000002093 peripheral effect Effects 0.000 claims description 12
- 239000002184 metal Substances 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 description 28
- 239000010959 steel Substances 0.000 description 28
- 125000006850 spacer group Chemical group 0.000 description 12
- 229920003002 synthetic resin Polymers 0.000 description 9
- 239000000057 synthetic resin Substances 0.000 description 9
- 239000000463 material Substances 0.000 description 7
- 230000002265 prevention Effects 0.000 description 7
- 230000006866 deterioration Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000012530 fluid Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000011800 void material Substances 0.000 description 2
- 230000002745 absorbent Effects 0.000 description 1
- 239000002250 absorbent Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 229920001084 poly(chloroprene) Polymers 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 229920001187 thermosetting polymer Polymers 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Pipe Accessories (AREA)
Description
【考案の詳細な説明】
[産業上の利用分野]
この考案は止水バンド、特に既設管状物内に密
着した状態で製管された合成樹脂管の端部と既設
管状部の内壁との段差のある境界部分における流
体の侵入・漏洩を防止するためのものに関する。[Detailed description of the invention] [Industrial application field] This invention is a water stop band, especially the step between the end of a synthetic resin pipe that is manufactured in close contact with an existing tubular part and the inner wall of an existing tubular part. It relates to something that prevents fluid from entering or leaking at certain boundary areas.
[従来の技術]
第10図は従来の止水バンドの使用状態を示す
断面図、第11図は第10図のB−B断面図であ
る。図において、1は外周面に二つのリブ1cを
適宜間隔を置いて設けてなるゴムリング、2はゴ
ムリング1を既設管状物3に圧接固定する鋼製バ
ンドである。[Prior Art] FIG. 10 is a sectional view showing a conventional water stop band in use, and FIG. 11 is a sectional view taken along line BB in FIG. 10. In the figure, 1 is a rubber ring having two ribs 1c provided at appropriate intervals on its outer circumferential surface, and 2 is a steel band that presses and fixes the rubber ring 1 to an existing tubular member 3.
従来の止水バンドは上記のように構成され、例
えば既設管状物3のクラツク等による止水対象と
なつた漏洩部3aにゴムリング1のリブ1cを有
する外周面を当接させてゴムリング1を位置決め
し、しかる後に既設管状物3内に油圧ジヤツキを
設置し、その油圧ジヤツキによつて鋼製バンド2
を円周方向に伸長し、ゴムリング1を既設管状物
3の内壁に向けて押圧する。そうすると、既設管
状物3の内壁に接触しているゴムリング1の外周
面に設けられているリブ1cが潰れ、既設管状物
3の漏洩部3aが閉塞され、止水が行われる。こ
のように、鋼製バンド2を円周方向に伸長させ、
既設管状物3に漏洩部3aの閉塞を行つた後は、
鋼製バンド2の両端の隙間にスペーサを挿入し、
スペーサと鋼製バンド2の両端とをボルトで螺合
して、鋼製バンド2の両端を連結する。しかる後
に油圧ジヤツキを既設管状物3内から取り出して
既設管状物3内への止水バンドの取付作業が完了
する。 The conventional water stop band is constructed as described above, and the outer peripheral surface of the rubber ring 1 having the ribs 1c is brought into contact with the leakage part 3a which is the target of water stop due to, for example, a crack in the existing tubular member 3. After that, a hydraulic jack is installed inside the existing tubular member 3, and the steel band 2 is positioned by the hydraulic jack.
is extended in the circumferential direction, and the rubber ring 1 is pressed against the inner wall of the existing tubular member 3. Then, the ribs 1c provided on the outer peripheral surface of the rubber ring 1 that are in contact with the inner wall of the existing tubular object 3 are crushed, the leakage portion 3a of the existing tubular object 3 is closed, and water is stopped. In this way, the steel band 2 is stretched in the circumferential direction,
After sealing the leakage part 3a in the existing tubular material 3,
Insert a spacer into the gap between both ends of the steel band 2,
The spacer and both ends of the steel band 2 are screwed together with bolts to connect both ends of the steel band 2. After that, the hydraulic jack is taken out from inside the existing tubular object 3, and the installation work of the water stop band inside the existing tubular object 3 is completed.
既設管状物3が上水道、下水道の場合、その漏
洩部3aが隙間を有する管継手部やクラツク等の
割れ部で、そこから地下水が侵入してきたり、内
容物の漏水があつても、漏洩部3aを止水バンド
のゴムリング1で閉塞することにより、止水が行
われる。 If the existing pipe 3 is for water supply or sewerage, the leakage part 3a is a cracked part such as a pipe joint with a gap or a crack, and even if underground water enters from there or the contents leak, the leakage part 3a The water is stopped by closing it with the rubber ring 1 of the water stop band.
[考案が解決しようとする課題]
上記のような従来の止水バンドではゴムリング
1がその平面的な段差のない外周面に円周方向に
伸びる二つのリブ1cを有しているだけであるの
で、既設管状物3aには使用できるが、既設管状
物3の内壁で段差のある部分の漏洩部例えば既設
管状物3の内壁と既設管状物内に内張りされた合
成樹脂管の端部との境界部分では使用できないと
いう問題点があつた。また、既設管状物3の漏洩
部3aが平面的な内壁であつても、使用中に地震
等による管の偏平や輪荷重などによつてその漏洩
部3aにズレが生じた場合には平面的な段差のな
い外周面を有するゴムリング1では対処しきれ
ず、浸入水、漏水を防止できなくなるという問題
点があつた。更に、長期にわたつてゴムリング1
を使用していると、劣化によりリブ弾性が弱くな
り、ゴムリング1によつて止水されている漏洩部
3aに隙間が生じ、ゴムリング1の止水性が悪化
して浸入水・漏水が生じてくるという問題点もあ
つた。[Problem to be solved by the invention] In the conventional water-stop band as described above, the rubber ring 1 only has two ribs 1c extending in the circumferential direction on its planar, step-free outer peripheral surface. Therefore, it can be used for the existing tubular object 3a, but it can be used for leakage parts in the stepped part of the inner wall of the existing tubular object 3, for example, between the inner wall of the existing tubular object 3 and the end of the synthetic resin pipe lined within the existing tubular object. There was a problem that it could not be used at the border. In addition, even if the leakage part 3a of the existing tubular material 3 is a flat inner wall, if the leakage part 3a is displaced during use due to flattening of the pipe due to earthquakes, wheel loads, etc. The rubber ring 1 having an outer circumferential surface with no level difference cannot solve the problem and cannot prevent water from entering or leaking. Furthermore, over a long period of time, the rubber ring 1
When using the rubber ring, the elasticity of the ribs weakens due to deterioration, and a gap is created in the leakage part 3a that is blocked by the rubber ring 1, which deteriorates the water-stopping properties of the rubber ring 1 and causes water intrusion and leakage. There was also the problem of the
この考案はかかる問題点を解決するためになさ
れたもので、既設管状物の内壁に段差のある漏洩
部があつても流体の浸入・漏水を防止でき、しか
も長期に亘つて、流体の浸入・漏水の防止を確保
できる止水バンドを得ることを目的とする。 This idea was made to solve this problem, and even if there is a leakage part with a step on the inner wall of an existing pipe, it can prevent fluid intrusion and water leakage, and it can prevent fluid intrusion and water leakage over a long period of time. The purpose is to obtain a water stop band that can ensure the prevention of water leakage.
[課題を解決するための手段]
この考案に係る止水バンドは連設された二つの
ゴムリング体の外周面にそれぞれ水膨張性ゴムを
挾み込んだ止水部材を設けてなるゴムリングと、
各ゴムリング体の内周面を既設管の内壁面に向け
て押圧し、両端連結時に各ゴムリング体を既設管
の内壁に圧接固定する金属製バンドとからなる止
水バンドにおいて、前記ゴムリングの二つのゴム
リング体は少なくとも外径が異なり、前記止水部
材は各ゴムリング体の外周面に適宜間隔を置いて
設けられた円周方向に延びる二つのリブであると
したものである。[Means for Solving the Problems] The water stop band according to this invention includes a rubber ring in which a water stop member in which water-swellable rubber is sandwiched is provided on the outer peripheral surface of two consecutive rubber ring bodies. ,
In a water stop band consisting of a metal band that presses the inner peripheral surface of each rubber ring body toward the inner wall surface of the existing pipe and press-fits each rubber ring body to the inner wall of the existing pipe when both ends are connected, the rubber ring The two rubber ring bodies have at least different outer diameters, and the water stop member is two circumferentially extending ribs provided on the outer peripheral surface of each rubber ring body at appropriate intervals.
[作用]
この考案においては、ゴムリングが外周面に円
周方向に延びる少なくとも二つのリブを適宜間隔
を置いて設け、少なくとも外径が異なる二つのゴ
ムリング体を連設して形成されているから、既設
管状物における段差のある漏洩部に対してもゴム
リングの外周面が十分な幅をもつて隙間を生じさ
せることなく当接して、段差のある漏洩部を確実
に閉塞することができる。[Function] In this invention, the rubber ring is formed by providing at least two ribs extending in the circumferential direction on the outer circumferential surface at appropriate intervals, and by arranging at least two rubber ring bodies having different outer diameters. Therefore, the outer circumferential surface of the rubber ring has a sufficient width and comes into contact with a leakage part with a step difference in an existing tubular object without creating a gap, so that the leakage part with a step difference can be reliably closed. .
[実施例]
第1図はこの考案の一実施例を示す部分断面
図、第2図は鋼製バンドの既設管状物への取付方
法を示す説明図、第3図は油圧ジヤツキに取り付
けられたブラケツトと鋼製バンドの連結状態を示
す断面図、第4図はブラケツトが鋼製バンドに連
結される前の状態を示す斜視図、第5図は止水バ
ンドを既設管に取り付けた状態を示す断面図、第
6図は第5図のA−A線断面図、第7図は鋼製バ
ンドの両端の連結状態を示す斜視図、第8図はス
ペーサを示す斜視図である。図において、1は外
径が異なる二つのゴムリング体1a,1bが連設
されてなるゴムリング、1cは各ゴムリング体1
a,1bの外周面に適宜間隔を置いて設けられた
円周方向に延びるリブ、2はゴムリング1を既設
管状物3に圧接固定する鋼製バンド、2aは鋼製
バンド2の両端側にそれぞれ形成された複数のブ
ラケツト係止穴、4は鋼製バンド2の両端にそれ
ぞれ溶接によつて設けられた状の脱落防止カバ
ー、4aは一方の脱落防止カバー4に設けられた
ボルト貫通穴、4bは他方の脱落防止カバー4に
設けられたボルト穴、5は各ゴムリング体1a,
1bのリブ1c間に嵌め込まれた水膨張性ゴムベ
ルトで、水環境下での厚み膨張率が30%以上の耐
久性のある高分子吸収剤を練り込んだクロロプレ
ンゴム等のような水膨張性ゴムや水膨張性合成樹
脂シート等で形成されている。6は鋼製バンド2
の両端部の連結に用いられるスペーサ、6aはス
ペーサ6の一端側に設けられたボルト固定穴、6
bはスペーサ6の他端に設けられた長手方向に延
びる細長い切欠溝である。[Example] Figure 1 is a partial sectional view showing an example of this invention, Figure 2 is an explanatory diagram showing how to attach a steel band to an existing tubular object, and Figure 3 is a diagram showing a method of attaching a steel band to an existing tubular object. A cross-sectional view showing the state in which the bracket and the steel band are connected, Fig. 4 is a perspective view showing the state before the bracket is connected to the steel band, and Fig. 5 shows the state in which the water stop band is attached to the existing pipe. 6 is a sectional view taken along the line A--A in FIG. 5, FIG. 7 is a perspective view showing how both ends of the steel band are connected, and FIG. 8 is a perspective view showing the spacer. In the figure, 1 is a rubber ring made up of two rubber ring bodies 1a and 1b having different outer diameters, and 1c is each rubber ring body 1.
Ribs extending in the circumferential direction are provided at appropriate intervals on the outer peripheral surfaces of a and 1b, 2 is a steel band that presses and fixes the rubber ring 1 to the existing tubular object 3, and 2a is on both ends of the steel band 2. A plurality of bracket locking holes are respectively formed, 4 is a fall prevention cover provided by welding on both ends of the steel band 2, 4a is a bolt through hole provided in one fall prevention cover 4, 4b is a bolt hole provided in the other fall prevention cover 4, 5 is each rubber ring body 1a,
A water-swellable rubber belt fitted between the ribs 1c of 1b, made of water-swellable rubber such as chloroprene rubber kneaded with a durable polymer absorbent having a thickness expansion rate of 30% or more in a water environment. It is made of water-swellable synthetic resin sheet, etc. 6 is steel band 2
A spacer 6a is used to connect both ends of the spacer 6, and a bolt fixing hole 6a is provided at one end of the spacer 6.
b is an elongated notch groove provided at the other end of the spacer 6 and extending in the longitudinal direction.
上記のように構成された止水バンドの使用方法
について説明する。 A method of using the water stop band configured as described above will be explained.
まず、この実施例の止水バンドが使用される既
設管状物3の漏洩部3aについて説明する。 First, the leakage part 3a of the existing tubular object 3 in which the water stop band of this embodiment is used will be explained.
既設管状物3内には既設管状物3の物理的・化
学的劣化による管機能の低下を回復させるために
合成樹脂管7が種々の公知の方法によつて密着す
るように内張りされている。しかし、既設管状物
3と合成樹脂管7との間には合成樹脂7が熱硬化
によつて製管される場合には体積収縮による空隙
8が生じてしまうために、既設管状物3の内壁と
既設管状物3内に内張りされた合成樹脂管7の端
部外周面との段差のある境界部分からその空隙8
を通して浸入してきた地下水が既設管状物3内に
浸入したり、既設管状物3内の水等の内容物がそ
の境界部分から空隙8に入るために、その境界部
分が漏洩部3aとなる。 The interior of the existing tubular material 3 is lined with a synthetic resin pipe 7 by various known methods in order to restore the deteriorated pipe function due to physical and chemical deterioration of the existing tubular material 3. However, when the synthetic resin 7 is made into a tube by thermosetting, a void 8 is created between the existing tubular object 3 and the synthetic resin pipe 7 due to volumetric contraction, so the inner wall of the existing tubular object 3 and the gap 8 from the stepped boundary between
Groundwater that has entered through the pipe enters into the existing tubular material 3, and contents such as water within the existing tubular material 3 enters the void 8 from the boundary portion, so that the boundary portion becomes a leakage portion 3a.
そこで、この漏洩部3aを止水するには、ま
ず、漏洩部3aである段差のある境界部分に外径
が異なる二つのゴムリング体1a,1bが連設し
てなるゴムリング1の外周面を当接させて位置決
めする。このとき、各ゴムリング体1のリブ1c
間には水膨張性ゴムベルト5が予め嵌め込まれて
いる。しかる後に、既設管状物3内でゴムリング
1が位置決めされた位置に、第2図に示すように
両端にブラケツト9を有する油圧ジヤツキ10を
設置し、各ブラケツト9のピン9aを鋼製バンド
2の両端に形成されたブラケツト係止穴2aに挿
入係止させて油圧ジヤツキ10を伸長させる。そ
うすると、油圧ジヤツキ10によつて鋼製バンド
2は円周方向に伸長してゴムリング1の内周面に
当接し、ゴムリング1を既設管状物3の内壁に向
けて押圧する。そうすると、既設管状物3の内壁
に接触しているゴムリング体1aと既設管状物3
内に内張りされている合成樹脂管7の端部内壁に
接続しているゴムリング体1bの外周面に設けら
れているリブ1cが潰れて、既設管状物3の段差
のある漏洩部3aが閉塞される。即ち、既設管状
物3の内壁と合成樹脂7の端部外周面との間に生
じる空隙8が出入口が閉塞されて止水が行われ
る。このように、鋼製バンド2を円周方向に伸長
させ、既設管状物3の漏洩部3aの閉塞を行つた
後は、鋼製バンド2の両端に設けられた脱落防止
カバー4とゴムリング1の内周面との間にできた
間隙にスペーサ6を挿入する。そして、まずスペ
ーサ6のボルト固定穴6aに脱落防止カバー4の
ボルト貫通穴4aを貫通した固定ボルト11を螺
合して鋼製バンド2の一端を固定し、次にスペー
サ6の切欠溝6bに脱落防止カバー4のボルト穴
4bに螺合した調製ボルト12の先端を係合させ
て鋼製バンド2の両端を連結する。このとき、ス
ペーサ6の切欠溝6bは細長い長穴状となつてい
るから、鋼製バンド2の巾方向のズレが防止され
る。しかる後、油圧ジヤツキ10を縮めてブラケ
ツト9による鋼製バンド2のブラケツト係止穴2
aとの係合を解除させ、既設管状物3内から油圧
ジヤツキ10を取り出して、既設管状物3内の止
水バンドの取付作業が完了する。 Therefore, in order to watertight this leakage part 3a, first, the outer circumferential surface of the rubber ring 1, which is made up of two rubber ring bodies 1a and 1b having different outer diameters arranged in series at the boundary part with a step, which is the leakage part 3a. Position by bringing them into contact. At this time, the rib 1c of each rubber ring body 1
A water-expandable rubber belt 5 is fitted in advance between them. Thereafter, a hydraulic jack 10 having brackets 9 at both ends is installed at the position where the rubber ring 1 is positioned within the existing tubular member 3, as shown in FIG. The hydraulic jack 10 is extended by being inserted and locked into the bracket locking holes 2a formed at both ends of the bracket. Then, the steel band 2 is expanded in the circumferential direction by the hydraulic jack 10 and comes into contact with the inner peripheral surface of the rubber ring 1, thereby pressing the rubber ring 1 toward the inner wall of the existing tubular member 3. Then, the rubber ring body 1a that is in contact with the inner wall of the existing tubular object 3 and the existing tubular object 3
The rib 1c provided on the outer peripheral surface of the rubber ring body 1b connected to the inner wall of the end of the synthetic resin pipe 7 lined inside is crushed, and the leakage part 3a with the step of the existing tubular object 3 is blocked. be done. That is, the entrance and exit of the gap 8 created between the inner wall of the existing tubular object 3 and the outer circumferential surface of the end of the synthetic resin 7 is closed, and water is stopped. In this way, after extending the steel band 2 in the circumferential direction and closing the leakage part 3a of the existing tubular object 3, the fall prevention cover 4 and the rubber ring 1 provided at both ends of the steel band 2 are removed. A spacer 6 is inserted into the gap created between the inner circumferential surface of the First, one end of the steel band 2 is fixed by screwing the fixing bolt 11 that passed through the bolt through hole 4a of the falling prevention cover 4 into the bolt fixing hole 6a of the spacer 6, and then into the notch groove 6b of the spacer 6. The ends of the adjustment bolts 12 screwed into the bolt holes 4b of the fall prevention cover 4 are engaged to connect both ends of the steel band 2. At this time, since the notch groove 6b of the spacer 6 is in the shape of a long and narrow hole, displacement of the steel band 2 in the width direction is prevented. After that, the hydraulic jack 10 is retracted and the bracket 9 locks into the bracket locking hole 2 of the steel band 2.
a, and the hydraulic jack 10 is taken out from inside the existing tubular object 3, and the installation work of the water stop band inside the existing tubular object 3 is completed.
このように、既設管状物3の漏洩部分3aが、
例えば、既設管状物3の内壁と既設管状物3内に
内張りされた合成樹脂管7の端部外周面との境界
部分で段差のある漏洩部3aであつても、ゴムリ
ング1が外周面に円周方向に延びる少なくとも二
つのリブ1cを適宜間隔を置いて設け、外径が異
なる二つのゴムリング体1a,1bを連設して形
成されているから、既設管状物3の内壁部分で段
差のある漏洩部3aに対してもゴムリング1の外
周面が十分な幅をもつて隙間を生じさせることな
く、当接して段差のある漏洩部3aを確実に閉塞
するため、十分な止水が行われる。なお、既設管
状物3の内壁が平面状の段差のない漏洩部3aの
場合、鋼製バンド2の各ゴムリング体1a,1b
に対する押圧力を調整すれば、既設管状物3の漏
洩部3aが平面状であつても止水が可能である。 In this way, the leakage portion 3a of the existing tubular material 3
For example, even if the leakage part 3a has a step at the boundary between the inner wall of the existing tubular object 3 and the outer circumferential surface of the end of the synthetic resin pipe 7 lined within the existing tubular object 3, the rubber ring 1 is attached to the outer circumferential surface. Since at least two ribs 1c extending in the circumferential direction are provided at appropriate intervals and two rubber ring bodies 1a and 1b having different outer diameters are arranged in series, there is no step difference in the inner wall portion of the existing tubular member 3. The outer peripheral surface of the rubber ring 1 has a sufficient width and comes into contact with a certain leakage part 3a without creating a gap to reliably close the leakage part 3a with a step, so that sufficient water stoppage is achieved. It will be done. In addition, when the inner wall of the existing tubular object 3 is a planar leakage part 3a without a step, each rubber ring body 1a, 1b of the steel band 2
By adjusting the pressing force against the leakage part 3a of the existing tubular member 3, water can be stopped even if the leakage part 3a is flat.
また、ゴムリング1の各ゴムリング体1a,1
bのリブ1c間に水膨張性ゴムベルト5が嵌め込
まれているから、使用中に地震等による管の偏平
や輪荷重によつて漏洩部3aにズレが生じたり、
長期に亘る使用によつてゴムリングの劣化に伴い
弾性の低下によつて漏洩部3aに隙間が生じたり
しても、管外から浸入する水或いは管内から漏出
する水によつて水膨張性ベルト5が膨張反応を起
こして膨張し、既設管状物3の漏洩部3aに生じ
たズレや隙間を埋めて漏洩部3aを閉塞するた
め、止水が維持される。 In addition, each rubber ring body 1a, 1 of the rubber ring 1
Since the water-expandable rubber belt 5 is fitted between the ribs 1c of b, the leakage part 3a will not shift due to flattening of the pipe due to earthquakes or wheel loads during use.
Even if a gap is formed in the leakage part 3a due to the deterioration of the rubber ring due to the deterioration of the rubber ring due to long-term use, the water-expandable belt will not be damaged by water entering from outside the pipe or water leaking from inside the pipe. 5 undergoes an expansion reaction and expands, filling gaps and gaps created in the leakage portion 3a of the existing tubular object 3 and closing the leakage portion 3a, thereby maintaining water stoppage.
第9図はこの考案のもう一つの実施例を示す部
分断面図である。この実施例のゴムリング1は二
つのゴムリング体1a,1bが外径が異なるだけ
でなく、内径も異なり、厚さが同じで、他の構成
は前述の実施例と同じものである。この実施例の
ゴムリング1は漏洩部3aが段差のあるものであ
つても、平面状のものであつても適用しうる。 FIG. 9 is a partial sectional view showing another embodiment of this invention. In the rubber ring 1 of this embodiment, the two rubber ring bodies 1a and 1b not only have different outer diameters, but also different inner diameters and the same thickness, and other configurations are the same as in the previous embodiment. The rubber ring 1 of this embodiment can be applied regardless of whether the leakage portion 3a has a step or a planar shape.
[考案の効果]
この考案は以上説明したとおり、ゴムリングが
外周面に円周方向に延びる少なくとも二つのリブ
を適宜間隔を置いて設け、少なくとも外径が異な
る二つのゴムリング体を連設して形成され、既設
管状物における段差のある漏洩部に対してもゴム
リングの外周面が充分な幅と圧着力をもつて隙間
を生じさせることなく当接するので、既設管状部
における漏洩部を確実に閉塞して止水することが
できるという効果がある。[Effects of the invention] As explained above, in this invention, a rubber ring is provided with at least two ribs extending in the circumferential direction on the outer peripheral surface thereof at appropriate intervals, and at least two rubber ring bodies having different outer diameters are arranged in series. The outer circumferential surface of the rubber ring has sufficient width and pressure to contact without creating any gaps, even if there is a step in the leakage part of the existing tubular part. It has the effect of being able to block water and stop water.
第1図はこの考案の一実施例を示す部分断面
図、第2図は鋼製バンドの既設管状物への取付方
法を示す説明図、第3図は油圧ジヤツキに取り付
けられるブラケツトと鋼製バンドの連結状態を示
す断面図、第4図はブラケツトが鋼製バンドに連
結される前の状態を示す斜視図、第5図は止水バ
ンドを既設管に取り付けた状態を示す断面図、第
6図は第5図のA−A線断面図、第7図は鋼製バ
ンドの両端の連結状態を示す斜視図、第8図はス
ペーサを示す斜視図、第9図はこの考案のもう一
つの実施例を示す部分断面図、第10図は従来の
止水バンドの使用状態を示す断面図、第11図は
第10図のB−B線断面図である。
1……ゴムリング、1a,1b……ゴムリング
体、1c……リブ、2……鋼製バンド、3……既
設管状物、5……水膨張性ゴムベルト。
Figure 1 is a partial sectional view showing an embodiment of this invention, Figure 2 is an explanatory diagram showing how to attach a steel band to an existing tubular object, and Figure 3 is a bracket and steel band attached to a hydraulic jack. Fig. 4 is a perspective view showing the state before the bracket is connected to the steel band, Fig. 5 is a sectional view showing the state in which the water stop band is attached to the existing pipe, Fig. 6 The figure is a cross-sectional view taken along the line A-A in Figure 5, Figure 7 is a perspective view showing how both ends of the steel band are connected, Figure 8 is a perspective view showing the spacer, and Figure 9 is another example of this invention. FIG. 10 is a sectional view showing a conventional water stop band in use, and FIG. 11 is a sectional view taken along line BB in FIG. 10. 1...Rubber ring, 1a, 1b...Rubber ring body, 1c...Rib, 2...Steel band, 3...Existing tubular object, 5...Water-expandable rubber belt.
Claims (1)
ぞれ水膨張性ゴムを挾み込んだ止水部材を設けて
なるゴムリングと、各ゴムリング体の内周面を既
設管の内壁面に向けて押圧し、両端連結時に各ゴ
ムリング体を既設管の内壁に圧接固定する金属製
バンドとからなる止水バンドにおいて、 前記ゴムリングの二つのゴムリング体は少なく
とも外径が異なり、前記止水部材は各ゴムリング
体の外周面に適宜間隔を置いて設けられた円周方
向に延びる二つのリブであることを特徴とする止
水バンド。[Scope of Claim for Utility Model Registration] A rubber ring comprising two rubber ring bodies arranged in series, each provided with a water-stopping member sandwiching water-swellable rubber on the outer circumferential surface, and the inner circumferential surface of each rubber ring body. and a metal band that presses against the inner wall surface of the existing pipe and press-fixes each rubber ring body to the inner wall of the existing pipe when both ends are connected, wherein the two rubber ring bodies of the rubber ring are at least A water stop band characterized in that the water stop members are two ribs extending in the circumferential direction and having different outer diameters and provided on the outer peripheral surface of each rubber ring body at appropriate intervals.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1988041046U JPH0346317Y2 (en) | 1988-03-30 | 1988-03-30 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1988041046U JPH0346317Y2 (en) | 1988-03-30 | 1988-03-30 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01144597U JPH01144597U (en) | 1989-10-04 |
JPH0346317Y2 true JPH0346317Y2 (en) | 1991-09-30 |
Family
ID=31267499
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1988041046U Expired JPH0346317Y2 (en) | 1988-03-30 | 1988-03-30 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0346317Y2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006300136A (en) * | 2005-04-18 | 2006-11-02 | Toho Gas Co Ltd | Terminal treating device and terminal treating method |
JP2007040398A (en) * | 2005-08-03 | 2007-02-15 | Hayakawa Rubber Co Ltd | Water-stopping method and water-stopping device |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4541164B2 (en) * | 2005-01-12 | 2010-09-08 | 日本ヴィクトリック株式会社 | Piping inner joint |
JP4976079B2 (en) * | 2006-08-24 | 2012-07-18 | 早川ゴム株式会社 | Pipe inner surface water-stop device and its construction method |
TWI477708B (en) * | 2010-07-14 | 2015-03-21 | Victaulic Co Of Japan | Pipe-inside patch joint |
JP5306305B2 (en) * | 2010-10-12 | 2013-10-02 | 東邦瓦斯株式会社 | Terminal processing method |
JP6021265B2 (en) * | 2013-02-27 | 2016-11-09 | 芦森工業株式会社 | End treatment method for lining material |
JP6120401B2 (en) * | 2013-02-27 | 2017-04-26 | 芦森工業株式会社 | End treatment method for lining material and end treatment tool for lining material used therefor |
CN107859806B (en) * | 2017-12-20 | 2024-03-22 | 北京市市政工程研究院 | Embedded pipeline inner support reinforcing system and reinforcing method thereof |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5997384A (en) * | 1982-11-22 | 1984-06-05 | シオン・樹脂工業株式会社 | Joint structure of pipe |
-
1988
- 1988-03-30 JP JP1988041046U patent/JPH0346317Y2/ja not_active Expired
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5997384A (en) * | 1982-11-22 | 1984-06-05 | シオン・樹脂工業株式会社 | Joint structure of pipe |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2006300136A (en) * | 2005-04-18 | 2006-11-02 | Toho Gas Co Ltd | Terminal treating device and terminal treating method |
JP2007040398A (en) * | 2005-08-03 | 2007-02-15 | Hayakawa Rubber Co Ltd | Water-stopping method and water-stopping device |
Also Published As
Publication number | Publication date |
---|---|
JPH01144597U (en) | 1989-10-04 |
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