JPH038866Y2 - - Google Patents

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Publication number
JPH038866Y2
JPH038866Y2 JP1985169891U JP16989185U JPH038866Y2 JP H038866 Y2 JPH038866 Y2 JP H038866Y2 JP 1985169891 U JP1985169891 U JP 1985169891U JP 16989185 U JP16989185 U JP 16989185U JP H038866 Y2 JPH038866 Y2 JP H038866Y2
Authority
JP
Japan
Prior art keywords
reinforcing
annular
plates
reinforcing plates
concrete
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
Application number
JP1985169891U
Other languages
Japanese (ja)
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JPS6189574U (en
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Publication date
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Priority to JP1985169891U priority Critical patent/JPH038866Y2/ja
Publication of JPS6189574U publication Critical patent/JPS6189574U/ja
Application granted granted Critical
Publication of JPH038866Y2 publication Critical patent/JPH038866Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 (1) 産業上の利用分野 この考案は推進用コンクリート管における管継
手、さらに詳しくは対向配置した端部外周に環状
段部が形成された両推進用コンクリート管を接続
する管継手に関するものである。
[Detailed explanation of the invention] (1) Industrial application field This invention is a pipe joint for propulsion concrete pipes, more specifically, it connects two propulsion concrete pipes each having an annular step formed on the outer periphery of the opposing ends. This relates to pipe fittings.

(2) 従来の技術、及び考案が解決しようとする問
題点 この種管継手として、接続される推進用コンク
リート管の環状段部を含む端部を補強部材によつ
て補強し、推力の繰り返し伝達に基づく押圧力に
より端部が破損するのを防止するものがある。し
かし、従来の前記のような補強部材は、コンクリ
ート管の端部に埋設などによつて強固に固定され
ていないため、推進時にコンクリート管の端部が
強い押圧力を受けると、固定が緩み、この補強部
材の緩みを原因として止水性を完全に維持できな
くなるとともに、耐久性にも欠けるという問題点
があつた。また、従来の補強部材、例えばコンク
リート管の端部における端面を覆う環状の補強板
および外周面を覆う補強円筒体からなるもので
は、曲がり推進又は蛇行推進の場合、コンクリー
ト管の端面に局部的に集中して働く押圧力をその
まま受ける(この押圧力はその作用点から補強板
を経てコンクリート管の端部内に90゜の広がりを
もつて伝播すると言われている)ため、押圧力が
局部的に過大になると、コンクリート管の端部に
おける補強円筒体で拘束されている外側部分以
外、すなわち内側部分に亀裂や破損が発生し易い
という問題点があつた。
(2) Problems to be solved by conventional technology and ideas As this type of pipe joint, the ends of the propulsion concrete pipes to be connected, including the annular step, are reinforced with reinforcing members to repeatedly transmit thrust. There is a method that prevents the end portion from being damaged due to the pressing force based on. However, since the conventional reinforcing members described above are not firmly fixed to the end of the concrete pipe by burying or the like, when the end of the concrete pipe receives strong pressing force during propulsion, the fixation loosens. Due to the loosening of this reinforcing member, there was a problem in that it was not possible to completely maintain water-stopping properties, and the durability was also lacking. In addition, with conventional reinforcing members, such as those consisting of an annular reinforcing plate covering the end surface of a concrete pipe and a reinforcing cylindrical body covering the outer peripheral surface, in the case of bending propulsion or meandering propulsion, local reinforcing members may be locally attached to the end surface of the concrete pipe. Because the concentrated pressing force is directly applied (it is said that this pressing force is propagated from the point of application through the reinforcing plate and into the end of the concrete pipe with a spread of 90°), the pressing force is localized. If it becomes too large, there is a problem in that cracks and damage tend to occur in the inner part of the concrete pipe other than the outer part restrained by the reinforcing cylindrical body at the end of the pipe.

そこで、この考案は補強部材をコンクリート管
の端部にその一部を埋設して強固に固定できると
ともに、コンクリート管の端面に押圧力が局部的
に集中して働いても、該コンクリート管の端部に
伝達される押圧力を軽減することができるように
することを技術的課題とする。
Therefore, with this invention, a part of the reinforcing member can be embedded in the end of the concrete pipe to firmly fix it, and even if pressing force is locally concentrated on the end face of the concrete pipe, the reinforcing member can be firmly fixed at the end of the concrete pipe. The technical problem is to reduce the pressing force transmitted to the parts.

(3) 問題点を解決するための手段 前記のような問題点を解決するため、この考案
の管継手は次のような技術的手段を採つたことを
特徴とするものである。すなわち、第1,2図に
示すように端部と内径がほぼ等しく、かつ外径が
環状段部3,3aよりやや大きく形成された環状
補強板6,6aと、端部と外径がほぼ等しく、か
つ内径が該端部よりやや大きく形成されて補強板
6,6aと所望の間隔をおいて平行に配置された
環状補強板7,7aと、補強板6,6aの外周端
部付近において両補強板6,7,6a,7a間に
固定された補強円筒体10,10aと、補強円筒
体と反対側となる補強板7,7aの外周端部付近
に補強円筒体10,10aと同心状に固定された
補強円筒体12,12aとを具えた補強部材5,
5aを1対有し、これら補強部材の一方5が一方
のコンクリート管1の端部に、かつ補強部材の他
方5aが他方のコンクリート管1aの対向端部に
それぞれ、補強板6,6aが環状段部3,3aの
ほぼ全端面を覆い、補強円筒体10,10aが環
状段部3,3aの外周面を覆うとともに、補強円
筒体12,12aが環状段部3,3aと連接する
端部の外周面を覆い、かつ補強板7,7aが環状
段部3,3aと端部との連接部付近に埋設されて
固定され、両コンクリート管1,1aの環状段部
3,3a間の外周に鋼製カラー14がウエブ15
を補強板6,6a間に介装して嵌挿され、このカ
ラーと両補強部材5,5aの補強円筒体10,1
0aとの間に水密ゴム輪16,16aが装着され
ていることである。
(3) Means for solving the problems In order to solve the above-mentioned problems, the pipe joint of this invention is characterized by adopting the following technical measures. That is, as shown in FIGS. 1 and 2, the annular reinforcing plates 6 and 6a are formed so that the end portions and the inner diameter are approximately equal and the outer diameter is slightly larger than the annular step portions 3 and 3a, and the end portions and the outer diameter are approximately the same. Annular reinforcing plates 7, 7a that are equal in diameter and have an inner diameter slightly larger than the ends and are arranged parallel to the reinforcing plates 6, 6a at a desired interval, and near the outer peripheral ends of the reinforcing plates 6, 6a. Reinforcing cylinders 10, 10a fixed between both reinforcing plates 6, 7, 6a, 7a, and a reinforcing cylinder concentrically with the reinforcing cylinders 10, 10a near the outer peripheral ends of the reinforcing plates 7, 7a on the opposite side of the reinforcing cylinders. a reinforcing member 5 comprising reinforcing cylindrical bodies 12, 12a fixed in a shape;
5a, one of the reinforcing members 5 is at the end of one concrete pipe 1, and the other reinforcing member 5a is at the opposite end of the other concrete pipe 1a, and reinforcing plates 6, 6a are annular. The reinforcing cylindrical bodies 10, 10a cover almost the entire end surfaces of the stepped parts 3, 3a, and the reinforcing cylindrical bodies 12, 12a connect with the annular stepped parts 3, 3a. The reinforcing plates 7, 7a are buried and fixed near the joints between the annular steps 3, 3a and the ends, and the outer periphery between the annular steps 3, 3a of both concrete pipes 1, 1a is covered with reinforcing plates 7, 7a. The steel collar 14 is attached to the web 15
is inserted between the reinforcing plates 6, 6a, and the reinforcing cylindrical bodies 10, 1 of the collar and both reinforcing members 5, 5a
The watertight rubber rings 16, 16a are installed between the 0a and 0a.

(4) 作用 前記構成によつて、推進時にコンクリート管の
端面が強い押圧力を受けても、補強板7,7aが
コンクリート管1,1aの端部内に端部の内径近
くまで延びて埋設固定されているため、補強部材
5,5aは緩むことがない。また、コンクリート
管の端面に押圧力が局部的に集中して働く場合、
該押圧力を補強板6,6aを経て補強部材5,5
aの補強板6,6a、補強円筒体10,10aお
よび埋設固定された補強板7,7aで区画された
部分のコンクリートで受けるが、押圧力の一部を
補強板6,6a、補強円筒体10,10aおよび
補強板7,7aからなる断面コ字形の補強部材
5,5aを経て補強材7,7aの後方のコンクリ
ートでも受けるため、補強板6,6aを介して補
強部材5,5aの前記区画された部分のコンクリ
ートに伝達される押圧力は著しく軽減される。
(4) Effect With the above configuration, even if the end face of the concrete pipe receives strong pressing force during propulsion, the reinforcing plates 7, 7a extend into the end of the concrete pipe 1, 1a to near the inner diameter of the end, and are buried and fixed. Therefore, the reinforcing members 5, 5a will not loosen. In addition, when the pressing force acts locally concentrated on the end face of the concrete pipe,
The pressing force is applied to the reinforcing members 5, 5 through the reinforcing plates 6, 6a.
The reinforcement plates 6, 6a, the reinforcing cylindrical bodies 10, 10a, and the buried and fixed reinforcing plates 7, 7a are received by the concrete in the section a, but part of the pressing force is applied to the reinforcing plates 6, 6a, the reinforcing cylindrical bodies 10, 10a, and the reinforced plates 7, 7a. 10, 10a and reinforcing plates 7, 7a, and the concrete behind the reinforcing members 7, 7a is also received through the reinforcing members 5, 5a, which have a U-shaped cross section. The pressing force transmitted to the concrete in the sectioned area is significantly reduced.

(5) 考案の効果 この考案においては、前記のように補強部材が
緩むことなく強固に固定されているので、完全な
止水性、耐久性を長期にわたり維持することがで
きる。また、コンクリート管の端面に局部的に集
中して働く押圧力を両補強板および補強円筒体で
区画された部分のコンクリートだけでなく、端部
に埋設された補強板の後方コンクリートでもその
一部を受け、前記区画された部分のコンクリート
に伝達される押圧力が著しく軽減されるので、該
端部の耐押圧力が従来のものに比べて大巾に増加
し、コンクリート管の端部、特にその内側部分に
亀裂や破損が発生するのを防止でき、長距離によ
つて増大する推進力に耐えることができる。さら
に、前記のような補強部材を用いることにより、
コンクリート管の端部外周に形成された環状段部
のほぼ全端面を補強板で、環状段部の外周面を補
強円筒体で、さらに環状段部と連接する端部の外
周面を別の補強円筒体でそれぞれ覆うため、推進
時にコンクリート管の環状段部を含む端部が損傷
したりするのを効果的に防止することできる。さ
らにまた、補強部材は環状板と円筒体というきわ
めてシンプルな形状のものからなつているため、
製作が容易であるとともに、コンクリート管の端
部への埋設固定も簡単に行なうことができる。
(5) Effects of the invention In this invention, since the reinforcing member is firmly fixed without loosening as described above, complete water-tightness and durability can be maintained over a long period of time. In addition, the pressing force acting locally concentrated on the end face of the concrete pipe is applied not only to the concrete in the area partitioned by both reinforcing plates and the reinforcing cylinder, but also to a part of the concrete behind the reinforcing plate buried at the end. As a result, the pressing force transmitted to the concrete in the partitioned portion is significantly reduced, so the pressing force resistance of the end portion is greatly increased compared to the conventional one, and the end portion of the concrete pipe, especially It can prevent cracks and damage from occurring in the inner part, and can withstand the increased propulsion force over long distances. Furthermore, by using the reinforcing member as described above,
Almost the entire end surface of the annular step formed on the outer periphery of the end of the concrete pipe is reinforced with a reinforcing plate, the outer circumferential surface of the annular step is reinforced with a cylindrical body, and the outer circumferential surface of the end connected to the annular step is further reinforced with another reinforcement. Since each is covered with a cylindrical body, it is possible to effectively prevent the end portion of the concrete pipe including the annular step portion from being damaged during propulsion. Furthermore, since the reinforcing member consists of an extremely simple shape of an annular plate and a cylindrical body,
It is easy to manufacture and can also be easily embedded and fixed at the end of a concrete pipe.

(6) 実施例 第1,2図において1,1aは推進用コンクリ
ート管である。コンクリート管1はコンクリート
管本体2の端部外周に環状段部3を形成し、この
環状段部3を含む端部に鉄製の補強部材5を具え
ている。補強部材5は、管本体2と内径が等し
く、かつ外径が環状段部3よりやや大きく形成さ
れた環状補強板6と、管本体2と外径が等しく、
かつ内径がそれよりも大きく形成されて補強板6
と所望の間隔をおいて平行に配置された環状補強
板7と、補強板6の外周端部付近において両補強
板6,7間に固定され、外周面に水密ゴム輪保持
用の突起8を有する補強円筒体10と、補強板7
の外周端において管本体2と外径が等しく、かつ
管本体2の中央部側に円筒体10と同心状に延出
して固定された補強円筒体12とからなつてお
り、補強板6が環状段部3の端面を覆い、かつ円
筒体10が同段部3の外周面を覆うとともに、補
強板7が端部内に埋設されて、固定されている。
(6) Example In Figures 1 and 2, 1 and 1a are concrete propulsion pipes. The concrete pipe 1 has an annular step 3 formed on the outer periphery of the end of a concrete pipe main body 2, and an iron reinforcing member 5 is provided at the end including the annular step 3. The reinforcing member 5 includes an annular reinforcing plate 6 having an inner diameter equal to that of the tube body 2 and an outer diameter slightly larger than the annular step portion 3;
and the inner diameter is formed larger than that, so that the reinforcing plate 6
an annular reinforcing plate 7 arranged in parallel with a desired spacing, and a protrusion 8 for holding a watertight rubber ring on the outer circumferential surface, which is fixed between the reinforcing plates 6 and 7 near the outer peripheral end of the reinforcing plate 6. A reinforcing cylindrical body 10 and a reinforcing plate 7
It consists of a reinforcing cylindrical body 12 which has the same outer diameter as the tube main body 2 at the outer circumferential end and which extends concentrically with the cylindrical body 10 and is fixed to the central part side of the tube main body 2, and the reinforcing plate 6 has an annular shape. The cylindrical body 10 covers the end surface of the stepped portion 3 and the outer peripheral surface of the stepped portion 3, and the reinforcing plate 7 is embedded and fixed within the end portion.

コンクリート管1aはコンクリート管1と同様
の構造となつている。そのため、コンクリート管
1aの詳細な説明は前記コンクリート管1の説明
によつて代え、同一部分には同一符号にアルフア
ベツトのaを付することとする。
The concrete pipe 1a has the same structure as the concrete pipe 1. Therefore, the detailed description of the concrete pipe 1a will be replaced by the description of the concrete pipe 1, and the same parts will be given the same reference numerals and the letter a.

前記両コンクリート管1,1aの対向端部にお
ける環状段部3,3a間の外周には、鋼製カラー
14が、該カラー14の内周面中央に設けたウエ
ブ15を補強部材5,5aの補強板6,6a間に
介装して嵌挿されている。、鋼製カラー14と補
強部材5,5aの円筒体10,10aとの間には
水密ゴム輪16,16aが、補強板6,6aの上
端縁と突起8,8aで位置決め保持されて装着さ
れている。
A steel collar 14 is provided on the outer periphery between the annular step portions 3 and 3a at opposite ends of both the concrete pipes 1 and 1a, and a web 15 provided at the center of the inner peripheral surface of the collar 14 is attached to the reinforcing members 5 and 5a. It is inserted between the reinforcing plates 6 and 6a. Watertight rubber rings 16, 16a are mounted between the steel collar 14 and the cylindrical bodies 10, 10a of the reinforcing members 5, 5a, and are held in position by the upper edges of the reinforcing plates 6, 6a and the protrusions 8, 8a. ing.

前記において補強部材5,5aの補強板7,7
aにアンカーや軸方向鉄筋を溶接し、遠心成形で
管本体2,2a内に埋設してもよく、これによ
り、補強部材5,5aと管本体2,2aとをさら
に強固に一体化できる。
In the above, the reinforcing plates 7, 7 of the reinforcing members 5, 5a
Anchors or axial reinforcing bars may be welded to a and embedded in the tube bodies 2, 2a by centrifugal molding, thereby making it possible to more firmly integrate the reinforcing members 5, 5a and the tube bodies 2, 2a.

次に、前記実施例の作用を説明する。 Next, the operation of the above embodiment will be explained.

前記のような管継手において、コンクリート管
1,1aの端部を補強するために設けられた補強
部材5,5aは、補強板6,6aが環状段部3,
3aの端面を覆い、かつ補強円筒体10,10a
及び12,12aが環状段部3,3aの外周面及
び端部の外周面を覆つて固定されているほか、補
強板7,7aが端部内に埋設されて強固に固定さ
れているため、推進時にコンクリート管の端面が
強い押圧力を受けても、固定が緩むようなことは
ほとんどない。したがつて、継手完了後の状態で
補強部材5,5aの補強円筒体10,10aとカ
ラー14内に配設されたゴム輪16,16aに悪
影響が及ぶことがないから、該ゴム輪16,16
aによつて止水は完全に図られ、耐久性も著しく
向上する。
In the pipe joint as described above, the reinforcing members 5, 5a provided for reinforcing the ends of the concrete pipes 1, 1a have reinforcing plates 6, 6a connected to the annular stepped portion 3,
Covering the end face of 3a and reinforcing cylindrical body 10, 10a
and 12, 12a are fixed to cover the outer peripheral surfaces of the annular step portions 3, 3a and the outer peripheral surfaces of the end portions, and the reinforcing plates 7, 7a are embedded within the end portions and are firmly fixed, so that the propulsion Even if the end face of a concrete pipe is sometimes subjected to strong pressing force, the fixation rarely loosens. Therefore, since the reinforcing cylindrical bodies 10, 10a of the reinforcing members 5, 5a and the rubber rings 16, 16a disposed inside the collar 14 are not adversely affected after the joint is completed, the rubber rings 16, 16
With a, water can be completely stopped and durability can be significantly improved.

尚、前記実施例のコンクリート管1,1aにお
いて、補強部材5,5aの両補強板6,7及び6
a,7aと補強円筒体10,10aで区画された
部分A,Aaには遠心成形時にコンクリート管本
体2,2aと同質のコンクリートが充填される
が、これに代え、該部分A,Aaに、膨脹性混和
材(電気化学工業株式会社製又は日本セメント株
式会社製)又は高強度混和材(電気化学工業株式
会社製Σ1000)あるいはこれら2種の混和材を混
合した混和材を、何れの場合も混和材の混入量を
セメント量に対して5〜20%重量にして配合した
コンクリートを充填してもよく、また、該部分
A,Aaに、例えばエポキシ樹脂やポリエステル
樹脂等の合成樹脂に砂、砂利等の骨材を混入して
なるレジンモルタル又はレジンコンクリートを充
填してもよい。このようなコンクリートを部分
A,Aa内に充填すると、部分A,Aa内における
耐押圧力をさらに強くすることが可能となる。ま
た、前記実施例では補強部材5,5aを鉄製で形
成したが、ほかに硬質合成樹脂製、繊維強化プラ
スチツク製等で形成してもよいことは言う迄もな
い。
In addition, in the concrete pipes 1, 1a of the above embodiment, both reinforcing plates 6, 7 and 6 of the reinforcing members 5, 5a
During centrifugal forming, the parts A and Aa separated by the reinforcing cylinders 10 and 10a are filled with concrete of the same quality as the concrete pipe bodies 2 and 2a, but instead of this, the parts A and Aa are filled with concrete of the same quality as the concrete pipe bodies 2 and 2a. In either case, an expandable admixture (manufactured by Denki Kagaku Kogyo Co., Ltd. or Nippon Cement Co., Ltd.), a high-strength admixture (Σ1000 made by Denki Kagaku Kogyo Co., Ltd.), or an admixture that is a mixture of these two types of admixtures is used. Concrete mixed with an admixture amount of 5 to 20% by weight based on the amount of cement may be filled, and the parts A and Aa may be filled with sand, sand, etc. in synthetic resin such as epoxy resin or polyester resin. It may be filled with resin mortar or resin concrete mixed with aggregate such as gravel. When such concrete is filled into the portions A and Aa, it becomes possible to further strengthen the pressure resistance within the portions A and Aa. Further, in the embodiment described above, the reinforcing members 5, 5a are made of iron, but it goes without saying that they may be made of other materials such as hard synthetic resin or fiber-reinforced plastic.

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

第1図はこの考案の一実施例を示す縦断正面
図、第2図は第1図−線に沿う縦断側面図で
ある。 1,1a……推進用コンクリート管、2,2a
……コンクリート管本体、3,3a……環状段
部、5,5a……補強部材、6,6a,7,7a
……環状補強板、8,8a……突起、10,10
a,12,12a……補強円筒体、14……鋼製
カラー、16,16a……水密ゴム輪。
FIG. 1 is a longitudinal sectional front view showing an embodiment of this invention, and FIG. 2 is a longitudinal sectional side view taken along the line shown in FIG. 1. 1, 1a... Concrete pipe for propulsion, 2, 2a
... Concrete pipe body, 3, 3a ... Annular step, 5, 5a ... Reinforcement member, 6, 6a, 7, 7a
...Annular reinforcing plate, 8, 8a...Protrusion, 10, 10
a, 12, 12a...Reinforcement cylindrical body, 14...Steel collar, 16, 16a...Watertight rubber ring.

Claims (1)

【実用新案登録請求の範囲】 対向配置した端部外周に環状段部が形成された
両推進用コンクリート管を、内周面のほぼ中央に
ウエブを有する鋼製カラーにより接続する管継手
であつて、 前記端部と内径がほぼ等しく、かつ外径が環状
段部3,3aよりやや大きく形成された環状補強
板6,6aと、前記端部と外径がほぼ等しく、か
つ内径が該端部よりやや大きく形成されて補強板
6,6aと所望の間隔をおいて平行に配置された
環状補強板7,7aと、補強板6,6aの外周端
部付近において両補強板6,7,6a,7a間に
固定された補強円筒体10,10aと、この補強
円筒体と反対側となる補強板7,7aの外周端部
付近に補強円筒体10,10aと円心状に固定さ
れた補強円筒体12,12aとを具えた補強部材
5,5aを1対有し、これら補強部材の一方5が
一方のコンクリート管1の端部に、かつ補強部材
の他方5aが他方のコンクリート管1aの対向端
部にそれぞれ、補強板6,6aが環状段部3,3
aのほぼ全端面を覆い、補強円筒体10,10a
が環状段部3,3aの外周面を覆うとともに、補
強円筒体12,12aが環状段部3,3aと連接
する端部の外周面を覆い、かつ補強板7,7aが
環状段部3,3aと端部との連接部付近に埋設さ
れて固定され、両コンクリート管1,1aの環状
段部3,3a間の外周に鋼製カラー14がウエブ
15を補強板6,6a間に介装して嵌挿され、こ
のカラーと両補強部材5,5aの補強円筒体1
0,10aとの間に水密ゴム輪16,16aが装
着されていることを特徴とする推進用コンクリー
ト管における管継手。
[Scope of Claim for Utility Model Registration] A pipe joint that connects two propulsion concrete pipes each having an annular stepped portion formed on the outer periphery of opposing ends by a steel collar having a web approximately in the center of the inner peripheral surface. , annular reinforcing plates 6, 6a having an inner diameter approximately equal to that of the end portion and having an outer diameter slightly larger than the annular stepped portions 3, 3a; Annular reinforcing plates 7, 7a are formed slightly larger than the reinforcing plates 6, 6a and are arranged in parallel with the reinforcing plates 6, 6a at desired intervals, and both reinforcing plates 6, 7, 6a are arranged near the outer peripheral ends of the reinforcing plates 6, 6a. , 7a, and a reinforcing cylinder 10, 10a and a reinforcing member fixed in a circular manner near the outer peripheral end of the reinforcing plates 7, 7a on the opposite side of the reinforcing cylinders. It has a pair of reinforcing members 5, 5a having cylindrical bodies 12, 12a, one of these reinforcing members 5 is attached to the end of one concrete pipe 1, and the other reinforcing member 5a is attached to the end of the other concrete pipe 1a. Reinforcement plates 6, 6a are provided at opposite ends of the annular step portions 3, 3, respectively.
The reinforcing cylindrical bodies 10, 10a cover almost the entire end surface of a.
covers the outer circumferential surfaces of the annular step portions 3, 3a, the reinforcing cylinders 12, 12a cover the outer circumferential surfaces of the ends connecting with the annular step portions 3, 3a, and the reinforcing plates 7, 7a cover the outer circumferential surfaces of the annular step portions 3, 3a. A steel collar 14 is embedded and fixed near the joint between the concrete pipe 3a and the end, and a steel collar 14 is installed on the outer periphery between the annular step parts 3 and 3a of both concrete pipes 1 and 1a, and a web 15 is interposed between the reinforcing plates 6 and 6a. The reinforcing cylindrical body 1 of this collar and both reinforcing members 5, 5a is fitted and inserted.
A pipe joint for a propulsion concrete pipe, characterized in that watertight rubber rings 16, 16a are installed between the pipes 0 and 10a.
JP1985169891U 1985-11-06 1985-11-06 Expired JPH038866Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1985169891U JPH038866Y2 (en) 1985-11-06 1985-11-06

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1985169891U JPH038866Y2 (en) 1985-11-06 1985-11-06

Publications (2)

Publication Number Publication Date
JPS6189574U JPS6189574U (en) 1986-06-11
JPH038866Y2 true JPH038866Y2 (en) 1991-03-05

Family

ID=30727604

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1985169891U Expired JPH038866Y2 (en) 1985-11-06 1985-11-06

Country Status (1)

Country Link
JP (1) JPH038866Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5336128B2 (en) * 1974-06-01 1978-09-30

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5336128U (en) * 1976-09-02 1978-03-30
JPS57200791U (en) * 1981-06-16 1982-12-21

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5336128B2 (en) * 1974-06-01 1978-09-30

Also Published As

Publication number Publication date
JPS6189574U (en) 1986-06-11

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