JPH08109985A - Rubber seal member for concrete pipe coupling part - Google Patents

Rubber seal member for concrete pipe coupling part

Info

Publication number
JPH08109985A
JPH08109985A JP27054894A JP27054894A JPH08109985A JP H08109985 A JPH08109985 A JP H08109985A JP 27054894 A JP27054894 A JP 27054894A JP 27054894 A JP27054894 A JP 27054894A JP H08109985 A JPH08109985 A JP H08109985A
Authority
JP
Japan
Prior art keywords
seal member
shaped
concrete pipe
rubber seal
water
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.)
Pending
Application number
JP27054894A
Other languages
Japanese (ja)
Inventor
Hiroshi Matsuoka
弘 松岡
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.)
Nishikawa Rubber Co Ltd
Original Assignee
Nishikawa Rubber Co Ltd
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 Nishikawa Rubber Co Ltd filed Critical Nishikawa Rubber Co Ltd
Priority to JP27054894A priority Critical patent/JPH08109985A/en
Publication of JPH08109985A publication Critical patent/JPH08109985A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE: To facilitate the fitting work of the coupling part of a concrete pipe and prevent the water leak. CONSTITUTION: A ring-shaped rubber seal member 1 which is fitted with the projection part having a taper surface on the projection side of an unevenly fitted coupling part of a concrete pipe is formed to a nearly L-shaped section, and at the end part on the starting-up side of a core part 2 consisting of a solid rubber member 2, the Y-shaped first lip part 3 and an arrowhead-shaped part 4 at the horizontally directed side end part of the core part 2 are formed. Further, the inside and outside surfaces between the first lip part 3 of the core part 2 and the arrowhead-shaped part 4, are covered by the water-swelled sponge rubbers 5, and further, the second lip part 6 is formed on the water- swelled sponge rubber part 5 on the horizontally directed side on the outer surface side.

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、コンクリート管継手部
に使用される輪状のゴムシール部材に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a ring-shaped rubber seal member used in a concrete pipe joint.

【0002】[0002]

【従来の技術】従来のこの種のゴムシール部材は、図6
に示す如くコンクリート管の凹凸嵌合される継手部Jの
凸側の突起部Tに嵌められ、断面形状が図4(a)、
(b)に示す様なソリッドゴム単体のもの7、8や、図
5(a)、(b)に示す様な水膨張ソリッドゴム単体の
もの9及び水膨張ソリッドゴムとソリッドゴムとの混成
体のもの10がある。
2. Description of the Related Art A conventional rubber seal member of this type is shown in FIG.
As shown in Fig. 4A, the concrete pipe is fitted into the projection T on the convex side of the joint J that is fitted in the concavo-convex shape, and the sectional shape is shown in Fig. 4A.
Solid rubber simple substance 7 or 8 as shown in FIG. 5B, water-expanded solid rubber single substance 9 as shown in FIGS. 5A and 5B, or a hybrid of water-expanded solid rubber and solid rubber There are ten.

【0003】[0003]

【発明が解決しようとする課題】ところが、コンクリー
ト管継手部Jの凹凸嵌合時には、上記従来のゴムシール
部材7〜10は硬度が比較的大きくかつ図6の矢印Aで
示す嵌合方向の推力が、部材の構造上図4、図5に示す
厚み幅H全体にかかるため、嵌合時の抵抗が非常に大き
くなり嵌合作業が困難となる。また図8に示す如くボル
トB締結工法が必要となる。また、ゴムシール部材Sが
上記継手部J突起部Tのテーパー部tにのみ嵌められ垂
直端面部Eにシールされない空間を生じるため、図7に
示す如く嵌合時の傾きKによりずれZを生じ易く、その
大きく明いた側より水漏れを生じるという課題があっ
た。そこで、本発明はかかる従来の課題に鑑みて、継手
部の嵌合作業が容易でかつ水漏れの防止を図ったコンク
リート管継手部のゴムシール部材を提供することを目的
とする。
However, at the time of concavo-convex fitting of the concrete pipe joint portion J, the above-mentioned conventional rubber seal members 7 to 10 have relatively large hardness and thrust force in the fitting direction shown by the arrow A in FIG. Because of the structure of the member, the entire thickness width H shown in FIGS. 4 and 5 is applied, so that the resistance at the time of fitting becomes extremely large, and the fitting work becomes difficult. Further, as shown in FIG. 8, a bolt B fastening method is required. Further, since the rubber seal member S has a space which is fitted only to the tapered portion t of the joint portion J projection portion T and is not sealed to the vertical end face portion E, a shift Z is likely to occur due to the inclination K at the time of fitting as shown in FIG. However, there was a problem that water leakage occurred from the side where it was greatly revealed. Therefore, in view of the conventional problems, it is an object of the present invention to provide a rubber seal member for a concrete pipe joint which facilitates fitting work of the joint and prevents water leakage.

【0004】[0004]

【課題を解決するための手段】かかる目的を達成するた
めに本発明の構成は、図1に示すように、コンクリート
管の凹凸嵌合される継手部Jの凸側のテーパー面tを有
する突起部Tに嵌められる輪状のゴムシール部材1が、
断面略L字状に形成され、そのソリッドゴム材よりなる
芯部2の立上り側端部にY字状の第1リップ部3と該芯
部2の横向き側端部に矢じり状部4とを形成し、また該
芯部2の上記第1リップ部3と矢じり状部4との間の内
外両面に水膨張スポンジゴム部5で被覆し、更に該外面
側でかつ横向き側の水膨張スポンジゴム部5に第2のリ
ップ部6を形成したものである。
In order to achieve such an object, the structure of the present invention is, as shown in FIG. 1, a projection having a tapered surface t on the convex side of a joint portion J of a concrete pipe into which projections and recesses are fitted. The ring-shaped rubber seal member 1 fitted in the portion T is
A Y-shaped first lip portion 3 and a barbed portion 4 are formed on the rising side end of the core 2 made of a solid rubber material and having a substantially L-shaped cross section, and on the lateral side end of the core 2. The inner and outer surfaces of the core portion 2 between the first lip portion 3 and the barbed portion 4 are covered with a water-expandable sponge rubber portion 5, and the water-expandable sponge rubber on the outer surface side and the lateral side is further formed. The second lip portion 6 is formed on the portion 5.

【0005】[0005]

【実施例】以下、本発明の実施例を図に基づいて詳細に
説明する。図1において、1は断面略L字状に形成され
た輪状のゴムシール部材で、図2に示す凹凸嵌合される
コンクリート管の継手部Jの凸側のテーパー面tを有す
る突起部Tに嵌められるものである。上記ゴムシール部
材1はソリッドゴムよりなる芯材2の立ち上がり側端部
にY字状の第1リップ部3と横向き側端部に矢じり状部
4を形成し、また該第1リップ部3と矢じり状部4との
間の内外両面に水膨張スポンジゴム部5を被覆してい
る。更に、上記水膨張スポンジゴム部5のうち外面側で
かつ横向き側に第2リップ部6が突設されている。
Embodiments of the present invention will now be described in detail with reference to the drawings. In FIG. 1, reference numeral 1 denotes a ring-shaped rubber seal member having a substantially L-shaped cross section, which is fitted to a protruding portion T having a tapered surface t on the convex side of a joint portion J of a concrete pipe to be recessed and fitted shown in FIG. It is what is done. The rubber seal member 1 has a Y-shaped first lip portion 3 and a barbed portion 4 formed at a lateral side end portion of a core material 2 made of solid rubber at a rising side end portion and a barbed portion 3 at the side end portion. The water-expanded sponge rubber portion 5 is coated on both the inner and outer surfaces between the water-filled portion 4 and the groove 4. Further, a second lip portion 6 is projectingly provided on the outer surface side and the lateral side of the water-expanded sponge rubber portion 5.

【0006】しかして、図2に示す如く継手部Jにおい
て凹側のコンクリート管が矢印A方向の推力で凹凸嵌合
されるとき、介在するゴムシール部材1の柔軟性の大き
い水膨張スポンジゴム部5で受けるため当たりが弱く嵌
合作業が容易となる。また、シール範囲が従来と異なり
上記突起部Tのテーパー面tのみでなく垂直端面部Eに
及ぶため、該垂直端面部Eでは上記第1リップ部3が当
接し、テーパー面tでは第2リップ部6が当接する。従
って、シール性が向上すると共に図3に示す如く嵌合作
業時の力のばらつきにより嵌合部が大きくずれZを生じ
ようとしても、それらの力を第1、第2リップ部3、6
で各々吸収してずれを防止できる。また、水で膨張する
水膨張スポンジゴムが使用されることで、小さい隙間か
らの水漏れが確実に防止される。
However, when the concrete pipe on the concave side of the joint portion J is fitted into the concave and convex portions by the thrust in the direction of the arrow A as shown in FIG. 2, the intervening rubber seal member 1 has a highly flexible water-expandable sponge rubber portion 5. Since it is received at, the contact is weak and the fitting work becomes easy. Further, unlike the conventional case, the sealing range extends not only to the tapered surface t of the projection T but also to the vertical end surface E, so that the first lip portion 3 abuts on the vertical end surface E and the second lip on the tapered surface t. The part 6 abuts. Therefore, the sealing property is improved, and even if the fitting portion is largely displaced Z due to the variation in the force during the fitting work, as shown in FIG. 3, those forces are applied to the first and second lip portions 3 and 6.
Each of them can be absorbed to prevent deviation. Further, by using a water-expandable sponge rubber that expands with water, it is possible to reliably prevent water leakage from a small gap.

【0007】[0007]

【発明の効果】以上説明したように本発明のコンクリー
ト管継手部のゴムシール部材は、断面略L字状に形成さ
れているため、従来のように継手部の突起部のみでなく
垂直端面部にも当接出来て、シール性が向上すると共に
嵌合作業時の力のばらつきがあってもそれらが吸収され
て嵌合部が大きくずれるのを防止できる等の特長があ
る。
As described above, since the rubber seal member of the concrete pipe joint portion of the present invention is formed in a substantially L-shaped cross section, not only the projection portion of the joint portion but also the vertical end face portion as in the conventional case is formed. Can be contacted with each other, the sealing property is improved, and even if there are variations in the force during the fitting work, they are absorbed and it is possible to prevent the fitting part from being largely displaced.

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

【図1】本発明のコンクリート管継手部のゴムシール部
材の断面図である。
FIG. 1 is a sectional view of a rubber seal member of a concrete pipe joint portion of the present invention.

【図2】同上ゴムシール部材が継手部に嵌められた状態
の断面図である。
FIG. 2 is a cross-sectional view showing a state in which the same rubber seal member is fitted in the joint portion.

【図3】同上継手部が大きくずれた状態の断面図であ
る。
FIG. 3 is a cross-sectional view showing a state in which the same joint portion is largely displaced.

【図4(a)、(b)】従来のコンクリート管継手部の
ゴムシール部材の断面図である。
4 (a) and 4 (b) are sectional views of a conventional rubber seal member of a concrete pipe joint.

【図5(a)、(b)】同上の他のゴムシール部材の断
面図である。
5 (a) and 5 (b) are sectional views of another rubber seal member of the above.

【図6】従来のゴムシール部材が継手部に嵌められた状
態の側面図である。
FIG. 6 is a side view showing a state in which a conventional rubber seal member is fitted in a joint portion.

【図7】同上継手部の凹凸嵌合が大きくずれた状態の側
面図である。
FIG. 7 is a side view showing a state in which uneven fitting of the joint portion is largely deviated.

【図8】従来の継手部のボルト締結工法の状態を示す側
面図である。
FIG. 8 is a side view showing a state of a conventional joint portion bolt fastening method.

【符号の説明】[Explanation of symbols]

1 ゴムシール部材 2 芯材 3 第1リップ部 4 矢じり状部 5 水膨張スポンジゴム部 6 第2リップ部 A 矢印 E 垂直端面部 J 継手部 T 突起部 t テーパー面 DESCRIPTION OF SYMBOLS 1 rubber seal member 2 core material 3 first lip portion 4 arrowhead portion 5 water-expandable sponge rubber portion 6 second lip portion A arrow E vertical end face portion J joint portion T projection portion t tapered surface

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート管の凹凸嵌合される継手部
の、凸側のテーパー面を有する突起部に嵌められる輪状
のゴムシール部材が、断面略L字状に形成され、そのソ
リッドゴム材よりなる芯部の立上り側端部にY字状の第
1リップ部と該芯部の横向き側端部に矢じり状部とを形
成し、また該芯部の上記第1リップ部と矢じり状部との
間の内外両面を水膨張スポンジゴム部で被覆し、更に該
外面側でかつ横向き側の水膨張スポンジゴム部に第2の
リップ部を形成したことを特徴とするコンクリート管継
手部のゴムシール部材。
1. A ring-shaped rubber seal member, which is fitted to a protrusion having a tapered surface on the convex side of a joint portion of a concrete pipe into which concave and convex portions are fitted, is formed into a substantially L-shaped cross section and is made of a solid rubber material. A Y-shaped first lip portion is formed at the rising end of the core portion, and a barbed portion is formed at the lateral side end portion of the core portion, and the first lip portion and the barbed portion of the core portion are formed. A rubber seal member for a concrete pipe joint portion, characterized in that both the inner and outer surfaces of the space are covered with a water-expandable sponge rubber portion, and further a second lip portion is formed on the outer surface side and the laterally-expanded water-expandable sponge rubber portion.
JP27054894A 1994-10-08 1994-10-08 Rubber seal member for concrete pipe coupling part Pending JPH08109985A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27054894A JPH08109985A (en) 1994-10-08 1994-10-08 Rubber seal member for concrete pipe coupling part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27054894A JPH08109985A (en) 1994-10-08 1994-10-08 Rubber seal member for concrete pipe coupling part

Publications (1)

Publication Number Publication Date
JPH08109985A true JPH08109985A (en) 1996-04-30

Family

ID=17487725

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27054894A Pending JPH08109985A (en) 1994-10-08 1994-10-08 Rubber seal member for concrete pipe coupling part

Country Status (1)

Country Link
JP (1) JPH08109985A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015068606A1 (en) * 2013-11-07 2015-05-14 Nok株式会社 Gasket and sealing structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2015068606A1 (en) * 2013-11-07 2015-05-14 Nok株式会社 Gasket and sealing structure
CN105705842A (en) * 2013-11-07 2016-06-22 Nok株式会社 Gasket and sealing structure

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