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JPH01229191A - Water leakage preventing coupling for culvert and water stop method - Google Patents

Water leakage preventing coupling for culvert and water stop method

Info

Publication number
JPH01229191A
JPH01229191A JP63055821A JP5582188A JPH01229191A JP H01229191 A JPH01229191 A JP H01229191A JP 63055821 A JP63055821 A JP 63055821A JP 5582188 A JP5582188 A JP 5582188A JP H01229191 A JPH01229191 A JP H01229191A
Authority
JP
Japan
Prior art keywords
culvert
elastic body
cap
underdrain
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
JP63055821A
Other languages
Japanese (ja)
Inventor
Masato Watanabe
渡邊 昌人
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.)
ABEIRU KK
Original Assignee
ABEIRU KK
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 ABEIRU KK filed Critical ABEIRU KK
Priority to JP63055821A priority Critical patent/JPH01229191A/en
Publication of JPH01229191A publication Critical patent/JPH01229191A/en
Pending legal-status Critical Current

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  • Sewage (AREA)
  • Joints With Sleeves (AREA)

Abstract

PURPOSE:To freely cope with any severe status such as sinkage, curve and long-distance construction or the like and to surely prevent water leakage by covering the end portion of a culvert with a cap-like elastic body. CONSTITUTION:A cap-like elastic body A has a section 1-shaped so that one side thereof contacts the outer periphery of the end portion of a culvert B, the other side thereof contacts the connection side end surface, and a projecting portion 1 is provided a little to the inner periphery of the above end surface in such a manner as to project on the connection side. On the other hand, a T-shaped projecting portion 2 is provided on the end portion of the cap-like elastic body A contacting the outer peripheral surface of the endportion of the culvert B, and a portion 2a thereof projecting inward is built in the end portion of the culvert B and fixed there. Projecting portions 1, 1' confronting each other by connection are joined to each other by adhesives 3, 3' without conducting bolting, welding work using a heating iron which requires hands in the culvert.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、下水道等の暗渠の接続に用いられる継手と
市水方法に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Field of Application) The present invention relates to a joint used for connecting an underdrain, such as a sewer system, and a municipal water method.

(従来の技術〉 これまで暗渠接続における漏水防止の継手や方法と言え
は、暗渠継ぎ目の間隙にモルタルやシール材を充填する
とか、暗渠端部外周に講を設けてこの溝にゴム輪を嵌め
、そのゴム輪を圧着するものであった。
(Conventional technology) Up until now, joints and methods for preventing water leakage in underdrain connections have included filling mortar or sealing material into the gap between underdrain joints, or providing a groove around the edge of the underdrain and fitting a rubber ring into this groove. , the rubber ring was crimped.

l 1 ) 例えは、対向する暗渠の内壁で圧着するとか、鋼製カラ
ーと称する円筒状の鋼製継手て圧着するものがあり、又
、より止水性を高めるためにゴム輪を複数設けたり、埋
込みカラー型と称して暗渠の片側端部外周に鋼製カラー
を一体成型I2なものもあった。
l 1) For example, there are crimping methods such as crimping the inner walls of opposing underdrains, crimping cylindrical steel joints called steel collars, and installing multiple rubber rings to further improve water-stopping properties. There was also a model I2 called the embedded collar type, in which a steel collar was integrally molded around the outer periphery of one end of the culvert.

さらに最近ては、暗渠の継ぎ目に弾性体を介在させホル
トで固定したもの、あるいは弾性体目地材同志を溶着し
て接続するものがある。
More recently, there are systems in which elastic bodies are interposed at the joints of underdrains and fixed with bolts, or joints made of elastic bodies are welded together to connect them.

施工など苛酷な条件がますます要求され、従来の技術で
は漏水に対し十分な対応はできなくなった例えば、モル
タルやシール材を充填した場合、暗渠の沈下・蛇行によ
ってそれらか離脱・欠落し漏水かしばしば起きた。又、
ゴム輪圧着の場合、一方の暗渠や鋼製カラーを挿入する
際にコム輪か講から外れたり切れなりする事が多く、し
かも鋼製カラーか腐食したりするとゴム輪圧着による止
水機能か全く失わitでしまった。
As more and more severe construction conditions are required, conventional technology is no longer able to adequately deal with water leaks.For example, if mortar or sealing material is filled, it may become detached or missing due to subsidence or meandering of the culvert, resulting in water leakage. Happened often. or,
In the case of rubber ring crimping, when inserting one side of the culvert or a steel collar, the comb ring often comes off or breaks, and if the steel collar is corroded, the water-stopping function of the rubber ring crimping is completely lost. I lost it.

(2〕 さらに、特公昭62−24585号公報には、鋼製カラ
ーを2分割しその間に弾性体を介在させ両側の鋼製カラ
ー−碇着部材に弾性体をポル1へで固定し暗渠を接続す
る継手が、又、特公昭62−56297号公報には弾性
体を介在させ、押え板とボルトで固定する継手が記載さ
れているか、弾性体を固定するポル)〜は、鋼製カラー
の腐食の例でもわかるように暗渠内や土中に発生する様
々な有害物質によって侵され、やがて錆びたり腐食し1
という暗渠内での人手による作業を要するということで
ある。手間か掛かるはかりでなく人命の安全面でも問題
である。しかも、人の入れない小11径の場合には当然
これらの継手では全く対応できない。 特許出願公開昭
58−123941号公報には、接合面に突設した弾性
体目地材同志を加熱コテで溶着する工法か記載されてい
るか、小1]径に対応できない点では同様である。
(2) Furthermore, in Japanese Patent Publication No. 62-24585, a steel collar is divided into two parts, an elastic body is interposed between them, and the elastic body is fixed to the steel collar-anchoring member on both sides with Pole 1 to open a culvert. The joint to be connected is also described in Japanese Patent Publication No. 62-56297 as a joint in which an elastic body is interposed and fixed with a retaining plate and bolts. As can be seen in the example of corrosion, it is attacked by various harmful substances generated in the culvert and the soil, and eventually rusts and corrodes.
This means that manual work inside the culvert is required. It is not only a time-consuming scale, but also a problem in terms of human life safety. Moreover, these joints are of course completely incapable of dealing with the case of a small diameter 11 where no one can enter. Japanese Patent Application Publication No. 58-123941 describes a method of welding together elastic joint materials protruding from the joint surfaces using a heating iron, but the method is similar in that it cannot accommodate small diameters.

本発明は以上のような欠点を除去し、しかも経済性の面
から従来の暗渠の形状をできるだけ変更せずに、か−)
弾性体のもつ特徴を生かしながら確実に漏水を防止する
と共に、人手をかけす安全で小口径にも応用できる継手
と止水方法を提供することを目的とする。
The present invention eliminates the above-mentioned drawbacks and, from an economic point of view, does not change the shape of the conventional culvert as much as possible.
The purpose of the present invention is to provide a joint and a water stoppage method that can reliably prevent water leakage while taking advantage of the characteristics of an elastic body, and can also be applied to small diameters that do not require manual intervention.

(問題点を解決するための手段) 本発明の構成を鋼製カラーを用いた暗渠の場合で説明す
ると次のようになる。
(Means for Solving the Problems) The configuration of the present invention will be explained in the case of an underdrain using a steel collar as follows.

第1図(a)はゴムや樹脂等を素材としたキA・ツブ状
弾性体Aを暗渠B端部に冠着した状態を示す斜視図、(
b)はその正面図、(C)はその部面に接し、その端面
内周寄りには突出部1があり接続側に突出している。こ
の突出部1の接続面には接着剤や粘着剤等3か塗布され
ている。一方、暗渠Bの端部外周面に接したキャップ状
弾性体Aの端にもT字型の突出部2があり、その内側に
突出した部分221はlIi<渠B端部に内蔵固着され
ている。外側に突出した部分2bは、圧着による止水機
能の役目を果たすもので圧着面は波形になっている。な
お、キャップ状弾性体Aの接続側間[1部Cは、暗渠B
の内径断面と同じ断面となっている。
FIG. 1(a) is a perspective view showing a state in which a tube-like elastic body A made of rubber, resin, etc. is attached to the end of an underdrain B.
b) is its front view, and (C) is in contact with the surface thereof, and there is a protrusion 1 near the inner periphery of the end surface, protruding toward the connection side. An adhesive or adhesive 3 is applied to the connecting surface of the protrusion 1. On the other hand, there is also a T-shaped protrusion 2 at the end of the cap-shaped elastic body A that is in contact with the outer circumferential surface of the end of the culvert B, and the inwardly protruding portion 221 is internally fixed to the end of the culvert B. There is. The outwardly protruding portion 2b serves as a water stopper by crimping, and the crimping surface is corrugated. In addition, between the connecting sides of the cap-shaped elastic body A [1 part C is the underdrain B
The cross section is the same as the inner diameter cross section of.

第2図は、以−Fのような構成のキャップ状弾性体A、
A’を冠着した暗渠B−B’が、断面T字型の円筒状鋼
製カラーDの介在で接続された際の断面図である。
FIG. 2 shows a cap-shaped elastic body A having the following configuration,
It is a sectional view when underdrain B-B' crowned by A' is connected via a cylindrical steel collar D having a T-shaped cross section.

接続によって突き合わされた突出部1,1′は暗渠内で
人手を要するボルト締めや加熱コテによる溶着作業等を
行うことなく接着剤や粘着剤等33′によって結合され
る。又、突出部2a、2a′は内蔵固着されているので
、鋼製カラーDの挿入によって従来のゴム輪のように講
から離脱するB、B’接続面かV字型に開いても、キャ
ップ状弾性体A、A’の端部も同様にV字型に開くこと
がてき、又、!JA製カラー〇と突出部2b、2b′と
に間隙が生し漏水したとしても、突出部1゜1′の結合
によって暗渠内にまで漏水することはない。 たとえ、
鋼製カラー〇が腐食したとしても同様に突出部1.1′
の結合と突出部2a、2a′の内蔵固着によって暗渠内
に漏水することはない。 この他、沈下・蛇行によって
暗渠端面同志が部分的に押圧しあっても弾性体が暗渠端
面に掛かる力を和らげる役目をする。特に推進管の場合
には端面に掛かる推力の均等分散と端面保護を図ること
が重要なポイントの一つとされ、暗渠端面にベニヤ板な
どのクツション材を貼着しているが、A−ヤップ状弾性
体A、A’はそのクツション暗渠B′端部には前述した
キャップ状弾性体A′が冠着されているが、暗渠B端部
にはキヤ・ツブ状弾性体Aと鋼製カラーDが一体成型さ
れているので、第1.2.3図で示し7た突出部2bは
不要となる。又、鋼製カラー[)は断面T字型円筒でな
く単なる円筒なので、第1.2.3図で示した突出部1
の代わりに相密着あるいは嵌合する形状の結合部4.4
′とし弾性体を結合する。
The protrusions 1 and 1' which are butted together by the connection are joined together by an adhesive or a pressure-sensitive adhesive 33' in the underdrain without the need for labor-intensive bolt tightening or welding with a heating iron. In addition, since the protrusions 2a and 2a' are internally fixed, even if the connecting surfaces B and B', which separate from the collar like a conventional rubber ring by inserting the steel collar D, open in a V-shape, the cap will remain intact. The ends of the elastic bodies A and A' can also be opened in a V-shape, and! Even if there is a gap between the JA collar 〇 and the protrusions 2b and 2b' and water leaks, the connection between the protrusions 1° and 1' prevents the water from leaking into the underdrain. parable,
Even if the steel collar 〇 corrodes, the protrusion 1.1'
Due to the combination of the two and the built-in fixation of the protrusions 2a and 2a', water does not leak into the underdrain. In addition, even if the end faces of the underdrain partially press against each other due to subsidence or meandering, the elastic body serves to relieve the force applied to the end face of the underdrain. Particularly in the case of propulsion pipes, one of the important points is to evenly distribute the thrust applied to the end face and to protect the end face, and cushioning materials such as plywood boards are attached to the end face of the underdrain. The above-mentioned cap-shaped elastic body A' is attached to the cushion underdrain B' end of the bodies A and A', and a cap-shaped elastic body A and a steel collar D are attached to the underdrain B end. Since it is integrally molded, the protrusion 2b shown in FIG. 1.2.3 is not required. Also, since the steel collar [) is not a cylinder with a T-shaped cross section but a simple cylinder, the protrusion 1 shown in Fig. 1.2.3
4.4 A joint with a shape that fits or fits in place of the
′ and connect the elastic body.

又、型枠を改造せず経済的に従来の暗渠を利用する場合
、例えば第5図に示すようにコ゛ム輪を2条設けた暗渠
では、従来のゴム輪用講5.5′を利用し突出部2a、
2a’を接着剤等で固着したり、端面内周のモルタル充
填用欠切部に密着する弾性体突起6.6′を新たに設け
る。
In addition, when using a conventional underdrain economically without modifying the formwork, for example, in a culvert with two comb rings as shown in Figure 5, it is necessary to use the conventional rubber ring thread 5.5'. protrusion 2a,
2a' is fixed with an adhesive or the like, or an elastic protrusion 6.6' is newly provided to tightly fit into the notch for filling mortar on the inner periphery of the end face.

第6図は端部形状の異なる暗渠B、H’への実施例を示
す。キャップ状弾性体A、A’の突出部2a、2a’に
よる暗渠f\の固着、結合部4.4′による弾性体同志
の結合という構成にかわりはない。
FIG. 6 shows examples of underdrains B and H' having different end shapes. There is no change in the structure in which the underdrain f\ is fixed by the protruding parts 2a, 2a' of the cap-like elastic bodies A, A', and the elastic bodies are connected to each other by the connecting parts 4.4'.

このように暗渠の違い等に応じて、第1.2゜3図記載
の突出部1.2の形状を適宜変更して使用できる。
In this manner, the shape of the protrusion 1.2 shown in Fig. 1.2.3 can be changed as appropriate depending on the type of underdrain.

又、弾性体の結合方法は接着剤・粘着材の地雷熱溶着の
方法によっても良い。
Further, the elastic body may be joined by a method of thermal welding of an adhesive or adhesive material.

(発明の効果) 以上のように本発明は、キャップ状弾性体が一方では暗
渠に固着され他方では対向する同様の弾性体同志と人手
を要さずに結合される。そのためいかなる沈下や曲線・
長距離施工等の苛酷な状況でも自在に対応し漏水を確実
に防止するばかりでなく、危険のつきまとう暗渠の施工
において、いかに止水性・経済性で優れた発明といえど
も人命を危険から守る手たてを欠けば意味がなく、本発
明は安全の面からも考慮した継手であり止水方法である
(Effects of the Invention) As described above, according to the present invention, a cap-shaped elastic body is fixed to an underdrain on one side, and is connected to similar elastic bodies facing each other on the other side without requiring any manpower. Therefore, any subsidence or curve
Not only can it respond flexibly to harsh conditions such as long-distance construction and reliably prevent water leakage, but it can also be used to protect human lives from danger when constructing dangerous culverts, no matter how excellent the invention is in terms of water-stopping and economic efficiency. It is meaningless if the length is missing, and the present invention is a joint and a water stop method that takes safety into consideration.

又、下水道の普及等が進むにつれ、暗渠も幹線用の大口
径から枝線用の小口径へと小口径暗渠の施工か今後ます
ます増加する。本発明はこうした問題にも対応できる効
果がある。
In addition, as the use of sewerage systems progresses, the construction of small-diameter culverts will increase from large-diameter ones for main lines to small-diameter ones for branch lines. The present invention has the advantage of being able to deal with such problems.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は暗渠端部にキャップ状弾性体を冠着した状態の
斜視図(a)と正面図(b)、部分断面図(c)である
。第2図は暗渠を接続した際の部分断面[ス1、第31
:¥1は沈下環における同部分断面図、第4図は埋込み
カラー型暗渠接続の部分断面図、第5図はゴノ、輪2条
型暗渠接続の部分断面[ン1第6図は端部形状の異なる
暗渠接続の部分断面図である。 (A)はキャップ状弾性体 (B)は暗渠 (C)は開口部 (D>は#4製カラー (1)は弾性体結合用突出部 〈2)は弾性体固着用(a)突出部、 弾性体圧着用<b)突出部 (3)は接着剤等 (4)は異なる結合部 (5)はゴム輪用講 (6)は欠切部突起
FIG. 1 is a perspective view (a), a front view (b), and a partial sectional view (c) of a state in which a cap-shaped elastic body is attached to the end of an underdrain. Figure 2 shows a partial cross section when connecting the culvert [S1, No. 31]
: ¥1 is a partial cross-sectional view of the sinking ring, Figure 4 is a partial cross-sectional view of a buried collar type underdrain connection, Figure 5 is a partial cross-sectional view of a gono and two ring type underdrain connection. FIG. 3 is a partial cross-sectional view of an underdrain connection having a different part shape. (A) is the cap-shaped elastic body (B) is the underdrain (C) is the opening (D> is the #4 collar (1) is the protrusion for connecting the elastic body <2) is the (a) protrusion for fixing the elastic body , Elastic material crimping <b) The protruding part (3) is an adhesive, etc. (4) is different. The joining part (5) is for a rubber ring. The part (6) is a notched part protrusion.

Claims (1)

【特許請求の範囲】 1、暗渠の端部をキャップ状の弾性体で覆うことを特徴
とする漏水防止継手。 2、特許請求の範囲第1項記載の弾性体継手同志を結合
し、漏水防止を図ることを特徴とする止水方法。
[Claims] 1. A water leakage prevention joint characterized in that the end of the underdrain is covered with a cap-like elastic body. 2. A water stoppage method characterized by connecting the elastic joints according to claim 1 to prevent water leakage.
JP63055821A 1988-03-08 1988-03-08 Water leakage preventing coupling for culvert and water stop method Pending JPH01229191A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63055821A JPH01229191A (en) 1988-03-08 1988-03-08 Water leakage preventing coupling for culvert and water stop method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63055821A JPH01229191A (en) 1988-03-08 1988-03-08 Water leakage preventing coupling for culvert and water stop method

Publications (1)

Publication Number Publication Date
JPH01229191A true JPH01229191A (en) 1989-09-12

Family

ID=13009615

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63055821A Pending JPH01229191A (en) 1988-03-08 1988-03-08 Water leakage preventing coupling for culvert and water stop method

Country Status (1)

Country Link
JP (1) JPH01229191A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007191919A (en) * 2006-01-19 2007-08-02 Bridgestone Corp Joint support member and construction method of joint
JP2008196229A (en) * 2007-02-14 2008-08-28 Raito Kogyo Co Ltd Joint joint structure and its construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007191919A (en) * 2006-01-19 2007-08-02 Bridgestone Corp Joint support member and construction method of joint
JP4630823B2 (en) * 2006-01-19 2011-02-09 株式会社昭和ゴム化学工業所 Joint support member and joint construction method
JP2008196229A (en) * 2007-02-14 2008-08-28 Raito Kogyo Co Ltd Joint joint structure and its construction method

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