JP2565445Y2 - Joint structure of U-shaped groove with socket - Google Patents

Joint structure of U-shaped groove with socket

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Publication number
JP2565445Y2
JP2565445Y2 JP1990128517U JP12851790U JP2565445Y2 JP 2565445 Y2 JP2565445 Y2 JP 2565445Y2 JP 1990128517 U JP1990128517 U JP 1990128517U JP 12851790 U JP12851790 U JP 12851790U JP 2565445 Y2 JP2565445 Y2 JP 2565445Y2
Authority
JP
Japan
Prior art keywords
joint
socket
spigot
shaped groove
peripheral surface
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
Application number
JP1990128517U
Other languages
Japanese (ja)
Other versions
JPH0484485U (en
Inventor
章 今野
Original Assignee
前田製管 株式会社
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 前田製管 株式会社 filed Critical 前田製管 株式会社
Priority to JP1990128517U priority Critical patent/JP2565445Y2/en
Publication of JPH0484485U publication Critical patent/JPH0484485U/ja
Application granted granted Critical
Publication of JP2565445Y2 publication Critical patent/JP2565445Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 〔考案が属する技術分野〕 本願考案は、ソケット付U字溝の継手構造に関する。DETAILED DESCRIPTION OF THE INVENTION [Technical field to which the invention belongs] The present invention relates to a joint structure of a U-shaped groove with a socket.

〔従来の技術〕[Conventional technology]

従来、この種ソケット付U字溝における継手構造は、
第4図に示すように、水路本体Aの一端にソケット部B
を、他端にスピゴット部Cをそれぞれ形成した構成のも
のであり、その連結方法は、前記ソケット部Bに前記ス
ピゴット部Cをその接合端面b,c同士を当接せしめて嵌
合し、さらに前記スピゴット部Cの外周面と前記ソケッ
ト部Bの内周面との間隙Eに、水密性を保持せしめるた
めシリコーン樹脂製のコーキング材Dを充填して連結し
た構成のものや、実開昭58−94719号公報のように、ソ
ケット部の段部における接合端面とスピゴット部の接合
端面に目地溝を夫々形成し、一方の目地溝に接着固定し
た弾性クッション材を他方の目地溝に圧縮状態で嵌合す
ることにより連結した構造のものや、或いは実開昭60−
195372号公報のように、前記目地溝を設けることなく、
一方の接合端面に固定した弾性目地材を他方の接合端面
と圧接状態で連結した構造のもの等が開示されている。
Conventionally, the joint structure in this type of U-shaped groove with socket is
As shown in FIG. 4, a socket portion B is provided at one end of the channel main body A.
The spigot portion C is formed at the other end, and the connection method is such that the spigot portion C is fitted to the socket portion B by bringing the joining end faces b and c thereof into contact with each other. A configuration in which a gap E between the outer peripheral surface of the spigot portion C and the inner peripheral surface of the socket portion B is filled with a silicone resin caulking material D to maintain water tightness and connected thereto, As disclosed in JP-A-94719, joint grooves are formed on the joint end surface of the step portion of the socket portion and the joint end surface of the spigot portion, and the elastic cushion material bonded and fixed to one joint groove is compressed into the other joint groove. With a structure that is connected by mating, or
As in 195372, without providing the joint groove,
There is disclosed a structure in which an elastic joint material fixed to one joint end face is connected to the other joint end face in a pressure-contact state.

しかし、前記第4図に示す従来構造のものは、前記ス
ピゴット部Cの外周面と前記ソケット部Bの内周面との
間隙Eにコーキング材Dで接着固定されているため、連
結部における屈曲方向の自由度が少ない。そのため、地
盤が不等沈下した時にソケット部B或いはスピゴット部
Cが破壊又は損傷する虞れがあるとゝもに、損傷しない
までも、一方の水路本体Aの傾きにコーキング材Dが追
従できず、変位の大きい部分で剥離して漏水する虞れも
あり、しかも高価格のコーキング材Dの使用量が多く経
費が嵩むといった欠点がある。
However, the conventional structure shown in FIG. 4 is bonded and fixed to the gap E between the outer peripheral surface of the spigot portion C and the inner peripheral surface of the socket portion B with the caulking material D. Little freedom in direction. Therefore, there is a possibility that the socket portion B or the spigot portion C may be broken or damaged when the ground unequally subsides, and the caulking material D cannot follow the inclination of the one waterway main body A even if it is not damaged. However, there is a risk that water may leak due to peeling at a portion where displacement is large, and that the cost of the caulking material D is high due to the large amount of use.

この点、前記実開昭58−94719号公報及び実開昭60−1
95372号公報のものは両者とも、接合端面の間に弾性ク
ッション材が介在しているため、地盤の不等沈下などに
よる両水路本体の連結部における変位に対する順応性は
あるが、反面弾性クッション材が一方の接合端面から離
間し易く、漏水防止効果がなくなるといった問題点があ
る。
In this regard, Japanese Utility Model Application Laid-Open No. 58-94719 and Japanese Utility Model Application Laid-Open No.
In both cases, the elastic cushioning material is interposed between the joint end faces, so that both have adaptability to the displacement at the connecting portion of the two waterway bodies due to uneven settlement of the ground, etc. However, there is a problem that it is easy to separate from one of the joining end faces, and the effect of preventing water leakage is lost.

また、実開昭57−197574号公報には、凹部と凸部から
なるボックスカマバートの継手であって、凸部の突出方
向略中間点に弾性部材からなるリング状に形成されたパ
ッキングを前記凸部の後端部に向かって移動可能に嵌合
してなる構造のものや、特開昭59−73665号公報に示す
ように、ソケット部とスピゴット部からなる継手であっ
て、ソケット部の内周面とスピゴット部の外周面との間
にホットメルトパッキング材を装填し、該ホットメルト
パッキング材をその内部に配設した通電発熱体に通電す
ることにより加熱溶融して完全に密封するようにした構
造のものが開示されている。
Japanese Utility Model Laid-Open Publication No. 57-197574 discloses a joint of a box kamabat comprising a concave portion and a convex portion, wherein the packing formed in a ring shape made of an elastic member at a substantially intermediate point in the projecting direction of the convex portion. A joint comprising a socket and a spigot as disclosed in Japanese Patent Application Laid-Open No. Sho 59-73665; A hot-melt packing material is loaded between the inner peripheral surface and the outer peripheral surface of the spigot portion, and the hot-melt packing material is heated and melted by applying an electric current to a current-carrying heating element disposed therein so as to be completely sealed. Is disclosed.

〔考案が解決しようとする課題〕[Problems to be solved by the invention]

しかし、前記実開昭57−197574号公報のものは、凹部
と凸部からなる継手であるため、第2図に示すように、
凸部の外周面が凹部の内周面と近接した位置にある。し
たがって、一方のボックスカルバートが変位した場合に
前記の両部が直ぐ衝当してしまい、僅かな変位しか出来
ないとゝもに、大きな変位が発生した場合には衝当部分
が破壊或いは損傷するといった問題点がある。また、前
記特開昭59−73665号公報に示すものは、ホットメルト
パッキング材が加熱によって溶融し、この溶融したホッ
トメルトパッキング材により継手空間部を完全に密封す
る構成であるため、継手部における屈曲方向の自由度が
少なくなるとゝもに、通電設備の設置,継手部への通電
設備の運搬,寒冷期における低温環境時の作業時間の長
期化等の問題点がある。
However, the one disclosed in Japanese Utility Model Laid-Open No. 57-197574 is a joint composed of a concave portion and a convex portion, and as shown in FIG.
The outer peripheral surface of the convex portion is located at a position close to the inner peripheral surface of the concave portion. Therefore, when one of the box culverts is displaced, the above-mentioned portions are in direct contact with each other, so that only a small displacement can be made. When a large displacement occurs, the contact portion is broken or damaged. There is such a problem. Further, the structure disclosed in JP-A-59-73665 is a configuration in which a hot melt packing material is melted by heating, and the joint space is completely sealed by the melted hot melt packing material. While the degree of freedom in the bending direction is reduced, there are problems such as installation of current-carrying equipment, transportation of current-carrying equipment to joints, and prolonged working time in a low-temperature environment in a cold season.

〔課題を解決するための手段〕[Means for solving the problem]

本考案では、上記のような従来の諸問題点を解決する
ためになされたもので、地盤の不等沈下時における両水
路本体の連結部における変位に対する順応性が高く、且
つパッキンと目地溝内に充填した目地材との相互補完に
よってシール性が向上するとゝもに、簡単な作業で行え
るものを提供することを目的としたものであり、その要
旨は、U字溝の一端に形成したソケット部内に、このU
字溝と接続するU字溝の他端に形成したスピゴット部を
嵌合するとゝもに、前記ソケット部の内周面と前記スピ
ゴット部の外周面との間にあって、前記嵌合部のほゞ中
間位置に棒状の弾性パッキンを介在せしめてその両側に
間隙を形成し、更に前記スピゴット部の接合端面の内周
に沿って形成した目地溝に目地材を充填して連結するこ
とを特徴とするソケット付U字溝の継手構造にある。
The present invention has been made in order to solve the above-mentioned conventional problems, and has high adaptability to displacement at a connecting portion of the two waterway main bodies at the time of uneven settlement of the ground, and has a structure in which the packing and the joint groove are formed. The purpose of the present invention is to provide a seal which can be performed by a simple operation while improving the sealing performance by complementing with the joint material filled in the socket. The gist of the present invention is to provide a socket formed at one end of the U-shaped groove. In this department, this U
When the spigot portion formed at the other end of the U-shaped groove connected to the U-shaped groove is fitted, the spigot portion is located between the inner peripheral surface of the socket portion and the outer peripheral surface of the spigot portion. A rod-shaped elastic packing is interposed at an intermediate position to form a gap on both sides thereof, and a joint groove formed along the inner periphery of the joint end surface of the spigot portion is filled with joint material and connected. In the joint structure of U-shaped groove with socket.

〔考案の実施の形態〕[Embodiments of the invention]

以下、本考案を、第1図乃至第3図に示す実施例に基
づき詳細に説明するに、図において、1は断面がU字形
のコンクリート製U字溝(以下、水路本体という)で、
その一端にソケット部2が、また他端には該ソケット部
2に嵌合できる大きさのスピゴット部3が夫々形成され
ており、該スピゴット部3の接合端面3bには内周に沿っ
て目地材充填用の目地溝5が形成されている。4は棒状
の弾性パッキンで合成ゴム等の弾性体からなり、断面矩
形状の中空棒状体のものであり、前記スピゴット部3の
外周面3aとソケット部2の内周面2aとの間に介装したも
のである。
BEST MODE FOR CARRYING OUT THE INVENTION Hereinafter, the present invention will be described in detail with reference to an embodiment shown in FIGS. 1 to 3. In the drawings, reference numeral 1 denotes a U-shaped concrete U-shaped groove (hereinafter referred to as a waterway main body) having a U-shaped cross section.
A socket part 2 is formed at one end, and a spigot part 3 large enough to fit into the socket part 2 is formed at the other end, and a joint end face 3b of the spigot part 3 is joined along the inner periphery. Joint grooves 5 for material filling are formed. Numeral 4 denotes a rod-shaped elastic packing made of an elastic material such as synthetic rubber and having a hollow cross-section having a rectangular cross section, and disposed between the outer peripheral surface 3a of the spigot 3 and the inner peripheral surface 2a of the socket 2. It was dressed.

なお、作業がやりやすいようにするため、図示の実施
例では、前記棒状のパッキン4を、スピゴット部3の外
周面3aの長さよりやゝ長めものを使用している。6は目
地材充填用の前記目地溝5に充填した止水用の充填材
で、この充填材6としては、モルタルや止水効果を上げ
る必要がある場合にはシリコーン樹脂製のコーキング材
等を使用する。
In the illustrated embodiment, the rod-shaped packing 4 is slightly longer than the length of the outer peripheral surface 3a of the spigot portion 3 in order to facilitate the work. Numeral 6 denotes a filler for filling the joint groove 5 for filling joint material for water stopping. As the filling material 6, a mortar or a caulking material made of silicone resin when it is necessary to increase the water stopping effect is used. use.

そこで、前記ソケット付水路本体1を敷設する場合に
は、工場等で上記のように構成した水路本体1のソケッ
ト部2と、この水路本体1と接続する水路本体1のスピ
ゴット部3を対峙して配置する。そして、棒状の弾性パ
ッキン4をその両端を持ってスピゴット部3の外周面3a
に巻装し、スピゴット部3を棒状の弾性パッキン4と一
緒に持ち上げてソケット部2内に嵌装して、スピゴット
部3の接合端面3bとソケット部2の接合端面2bとを突合
わせる。しかる後、スピゴット部3の接合端面3bとソケ
ット部2の接合端面2bとの間に形成された目地溝5の部
分にモルタル等の充填材6を充填して、その表面を滑ら
かに仕上げた後、接合部より上方に突出したパッキン4
の部分を切除する。そして同様にして、複数の水路本体
1,1を連結することにより水路が完成する。
Therefore, when laying the waterway main body 1 with a socket, the socket portion 2 of the waterway main body 1 configured as described above in a factory or the like and the spigot portion 3 of the waterway main body 1 connected to the waterway main body 1 face each other. To place. Then, the rod-shaped elastic packing 4 is held with its both ends at the outer peripheral surface 3a of the spigot portion 3.
The spigot part 3 is lifted together with the rod-shaped elastic packing 4 and fitted into the socket part 2, and the joint end face 3b of the spigot part 3 and the joint end face 2b of the socket part 2 abut each other. Thereafter, a filler 6 such as mortar is filled in the joint groove 5 formed between the joint end face 3b of the spigot part 3 and the joint end face 2b of the socket part 2, and the surface is smoothed. , Packing 4 projecting above the joint
Cut off the part. And in the same way, multiple waterway bodies
The waterway is completed by connecting 1,1.

而して、棒状の弾性パッキン4はソケット部2とスピ
ゴット部3との間において、そのほゞ中間位置に介装さ
れているため、スピゴット部3の外周面3aとソケット部
2の内周面2aとの間には前記棒状のパッキン4の両側に
間隙Sが形成される。したがって、地盤が不等沈下し
て、一方の水路本体1が沈下した場合でも、そのソケッ
ト部2と他方のスピゴット部3は棒状の弾性パッキン4
を支点として、その前後の間隙Sの範囲内でシール性を
損なうことなく屈曲して変位する。そして、目地溝5に
充填した止水用の前記充填材6が接合端面2b,3bからそ
の一部が剥離しても、前記パッキン4がこれを補完する
ため、漏水防止効果は保持される。
Since the rod-shaped elastic packing 4 is interposed between the socket portion 2 and the spigot portion 3 at a substantially intermediate position, the outer peripheral surface 3a of the spigot portion 3 and the inner peripheral surface of the socket portion 2 are provided. A gap S is formed on both sides of the rod-shaped packing 4 between the gasket 2a. Therefore, even if the ground unequally subsides and one of the waterway main bodies 1 subsides, the socket part 2 and the other spigot part 3 remain in the rod-like elastic packing 4.
With the fulcrum as a fulcrum, it is bent and displaced within the range of the gap S before and after the fulcrum without impairing the sealing performance. Even if the water-stopping filler 6 filled in the joint groove 5 is partially peeled off from the joint end faces 2b, 3b, the packing 4 complements the water-stopping effect, so that the water leakage preventing effect is maintained.

〔考案の効果〕[Effect of the invention]

本考案に係わるソケット付U字溝の継手構造は、上記
のように、U字溝の一端に形成したソケット部内に、こ
のU字溝と接続するU字溝の他端に形成したスピゴット
部を嵌合するとゝもに、前記ソケット部の内周面と前記
スピゴット部の外周面との間にあって、前記嵌合部のほ
ゞ中間位置に棒状の弾性パッキンを介在せしめてその両
側に間隙を形成し、更に前記スピゴット部の接合端面の
内周に沿って形成した目地溝に目地材を充填して連結す
る構成であるから、連結部は前記弾性パッキンと目地材
とによって二重にシールされ、止水効果が格段に向上す
る。また、地盤が不等沈下した場合でも、その連結部は
棒状の弾性パッキンを支点として、その前後の間隙の範
囲内で屈曲して不等沈下に追従し変位することが出来る
とゞもに、この変位によって目地材の一部が剥離しても
パッキンがシール性を補完するため、連結部における漏
水を確実に防止することが出来るとゞもに、目地材の使
用量が少ないので材料費が安くてすむ、といった諸効果
がある。
The joint structure of the U-shaped groove with a socket according to the present invention, as described above, has a spigot portion formed at the other end of the U-shaped groove connected to the U-shaped groove in a socket formed at one end of the U-shaped groove. At the time of fitting, a rod-shaped elastic packing is interposed between the inner peripheral surface of the socket portion and the outer peripheral surface of the spigot portion at a substantially intermediate position of the fitting portion to form gaps on both sides thereof. Further, since the joint groove is formed along the inner periphery of the joint end surface of the spigot portion and is filled with joint material, the joint portion is double-sealed by the elastic packing and joint material, The water stopping effect is significantly improved. In addition, even when the ground unequally subsides, the connecting part can be displaced following the unequal subsidence by bending within the range of the gap before and after the connecting part with the rod-shaped elastic packing as a fulcrum, Even if a part of the joint material peels off due to this displacement, the packing complements the sealing performance, so that it is possible to reliably prevent water leakage at the connection part.In addition, since the amount of joint material used is small, material costs are reduced. There are various effects such as being cheap.

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

第1図は本考案に係るソケット付U字溝の連結状態の斜
視図、第2図は要部の部分横断面図、第3図は同縦断面
図、第4図は従来のソケット付U字溝の部分横断面図で
ある。 1……水路本体、2……ソケット部、2a……内周面、2b
……接合端面、3……スピゴット部、3a……外周面、3b
……接合端面、4……パッキン、5……目地溝、6……
目地材。
FIG. 1 is a perspective view of a connected state of a U-shaped groove with a socket according to the present invention, FIG. 2 is a partial transverse sectional view of a main part, FIG. 3 is a longitudinal sectional view of the same, FIG. It is a partial cross-sectional view of a character groove. 1 ... water channel main body, 2 ... socket part, 2a ... inner peripheral surface, 2b
…… Joint end face, 3 …… Spigot part, 3a …… Outer peripheral face, 3b
…… Joint end face, 4… Packing, 5… Joint groove, 6…
Jointing material.

フロントページの続き (56)参考文献 特開 昭59−73665(JP,A) 実願 昭60−71826号(実開 昭61− 188628号)の願書に添付した明細書及び 図面の内容を撮影したマイクロフィルム (JP,U) 実願 昭56−84712号(実開 昭57− 197574号)の願書に添付した明細書及び 図面の内容を撮影したマイクロフィルム (JP,U) 実願 昭56−190404号(実開 昭58− 94719号)の願書に添付した明細書及び 図面の内容を撮影したマイクロフィルム (JP,U)Continuation of the front page (56) References JP-A-59-73665 (JP, A) Photographs of the specification and drawings attached to the application form of Japanese Utility Model Application No. 60-71826 (Japanese Utility Model Application No. Sho 61-188628) were taken. Microfilm (JP, U) Japanese Patent Application No. 56-84712 (Japanese Utility Model Application No. 56-190404) Photograph of the contents of the specification and drawings attached to the application form Microfilm (JP, U) which photographed the contents of the specification and drawings attached to the application form No. 58-94719.

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of request for utility model registration] 【請求項1】U字溝の一端に形成したソケット部内に、
このU字溝と接続するU字溝の他端に形成したスピゴッ
ト部を嵌合するとゝもに、前記ソケット部の内周面と前
記スピゴット部の外周面との間にあって、前記嵌合部の
ほゞ中間位置に棒状の弾性パッキンを介在せしめてその
両側に間隙を形成し、更に前記スピゴット部の接合端面
の内周に沿って形成した目地溝に目地材を充填して連結
することを特徴とするソケット付U字溝の継手構造。
In a socket formed at one end of a U-shaped groove,
When the spigot formed at the other end of the U-shaped groove connected to the U-shaped groove is fitted, the spigot is located between the inner peripheral surface of the socket and the outer peripheral surface of the spigot. A rod-shaped elastic packing is interposed at a substantially intermediate position to form a gap on both sides thereof, and a joint groove is formed along the inner periphery of the joint end face of the spigot portion, and the joint material is filled and connected. Joint structure of U-shaped groove with socket.
JP1990128517U 1990-11-30 1990-11-30 Joint structure of U-shaped groove with socket Expired - Lifetime JP2565445Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1990128517U JP2565445Y2 (en) 1990-11-30 1990-11-30 Joint structure of U-shaped groove with socket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1990128517U JP2565445Y2 (en) 1990-11-30 1990-11-30 Joint structure of U-shaped groove with socket

Publications (2)

Publication Number Publication Date
JPH0484485U JPH0484485U (en) 1992-07-22
JP2565445Y2 true JP2565445Y2 (en) 1998-03-18

Family

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JP6970473B1 (en) * 2021-01-25 2021-11-24 千葉コンクリート株式会社 Gutter underdrain pipe connection joint and its connection structure

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JPS5894719U (en) * 1981-12-21 1983-06-27 北陸コンクリ−ト工業株式会社 Furium with socket
JPS60195372U (en) * 1984-06-04 1985-12-26 豊田 襄 Leakage prevention structure for concrete product joints

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