JPS6128553Y2 - - Google Patents

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Publication number
JPS6128553Y2
JPS6128553Y2 JP2906782U JP2906782U JPS6128553Y2 JP S6128553 Y2 JPS6128553 Y2 JP S6128553Y2 JP 2906782 U JP2906782 U JP 2906782U JP 2906782 U JP2906782 U JP 2906782U JP S6128553 Y2 JPS6128553 Y2 JP S6128553Y2
Authority
JP
Japan
Prior art keywords
pipe
piece
tube
prevention device
ring
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
JP2906782U
Other languages
Japanese (ja)
Other versions
JPS58132286U (en
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 filed Critical
Priority to JP2906782U priority Critical patent/JPS58132286U/en
Publication of JPS58132286U publication Critical patent/JPS58132286U/en
Application granted granted Critical
Publication of JPS6128553Y2 publication Critical patent/JPS6128553Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は管路の管離脱防止装置に於ける管保持
用駒に関するものである。
[Detailed Description of the Invention] The present invention relates to a pipe holding piece in a pipe separation prevention device for a pipe line.

管路の管離脱防止装置は、管路の曲部に於いて
曲管部がその継手部より離脱するのを防止するの
に使用されるが、管路は主に地下に埋設され、ま
た離脱防止装置だけでは前記離脱防止のための管
保持力が不足の場合には、曲管部にコンクリート
ブロツクを打設する。例えば第7図に示すよう
に、曲管51の両端に夫々継手部52を介して管
53を接続した管路54に於いては、継手部52
を含めた曲管51の部分にコンクリートブロツク
55を打設する。
Pipe separation prevention devices are used to prevent the bent pipe from separating from the joint at a bend in the pipe, but pipes are mainly buried underground, and If the pipe retaining force for preventing separation is insufficient with the prevention device alone, a concrete block is placed in the bent pipe section. For example, as shown in FIG. 7, in a conduit 54 in which pipes 53 are connected to both ends of a bent pipe 51 via joints 52, the joints 52
A concrete block 55 is placed in the part of the bent pipe 51 including the bent pipe 51.

このような使用条件下に於いては、管内水圧又
は外力により管の継手部52に管離脱力が作用す
ることにより管保持用駒が移動して管離脱力に対
応した管保持力が得られるようにした従来の管離
脱防止装置では、管保持力を得るのに前記駒が移
動することが必要であるが、上述のように地下埋
設された場合、更にはコンクリートブロツクが打
設された場合には、土砂やコンクリートが駒の周
囲に入り、特にコンクリートブロツクの場合には
駒の移動が困難になつて必要な管保持力が得られ
ず、管離脱防止能力が発揮できない状態になつて
いた。
Under such conditions of use, a tube detachment force acts on the pipe joint 52 due to the water pressure inside the tube or an external force, and the tube holding piece moves to obtain a tube holding force corresponding to the tube detachment force. In the conventional pipe detachment prevention device, it is necessary for the piece to move in order to obtain the pipe holding force, but when the pipe is buried underground as described above, or furthermore when a concrete block is placed. In the case of concrete blocks, earth, sand and concrete get into the surroundings of the pieces, making it difficult to move the pieces, making it impossible to obtain the necessary pipe holding force, and the ability to prevent pipe separation cannot be achieved.

そこで本考案は、どのような使用条件下に於い
ても管保持用駒の移動性を確保して該駒の移動性
からする管離脱防止能力を十分に発揮さすことの
できる管離脱防止装置の駒保護構造を提供しよう
とするものである。
Therefore, the present invention has been devised to provide a piece protection for a tube detachment prevention device that can ensure the mobility of the tube holding piece under any usage conditions and fully demonstrate its ability to prevent tube detachment due to the mobility of the piece. It seeks to provide structure.

すなわち、本考案の駒保護構造は、管受口に連
結した押輪の駒収容用部に収容した管保持用駒を
管挿口に押付けた管離脱防止装置に於いて、前記
駒の外側に位置し且つ前記押輪の半径方向に弾性
力を有する土砂侵入防止用保護部材を前記押輪と
前記管挿口間に弾力的に介在させたことを特徴と
するものである。
In other words, the piece protection structure of the present invention is a pipe holding piece housed in a piece accommodating portion of a pushing ring connected to a pipe socket, and is located outside of the piece in a tube detachment prevention device in which the piece is pressed against a pipe socket. Further, a protective member for preventing dirt and sand intrusion having elastic force in the radial direction of the push ring is elastically interposed between the push ring and the pipe insertion opening.

次に本考案の第1図及至第5図に示す第1実施
例ついて説明すると、本例に適用した管離脱防止
装置は、管受口1にパツキング2を介して管挿口
3を挿入した継手部4に於いて、管挿口3に被嵌
した押輪5と管受口1を連係用ボルト6、ナツト
7で連係して押輪5の後端をパツキング2に押付
け、押輪5の前端面に周方向略等配分に突出部8
を突設し、突出部8に押輪5の中心に向かう押ボ
ルト9を螺挿し、突出部8に位置して押輪5の内
周面に凹設した駒収容用部10に管保持用駒11
を配設し、駒11の上面に形成した半球状凹部1
2に押ボルト9の先端に形成した半球状先端部1
3を押付け、駒11の下面に形成した歯部14を
管挿口3に押付けている。
Next, the first embodiment of the present invention shown in FIGS. 1 to 5 will be explained. The tube detachment prevention device applied to this embodiment has a tube insertion port 3 inserted into a tube socket 1 through a packing 2. In the joint part 4, the push ring 5 fitted into the pipe socket 3 and the pipe socket 1 are linked with the linking bolt 6 and the nut 7, and the rear end of the push ring 5 is pressed against the packing 2, and the front end surface of the push ring 5 is pressed. The protrusions 8 are distributed approximately equally in the circumferential direction.
A push bolt 9 directed toward the center of the press ring 5 is screwed into the protrusion 8, and a tube holding piece 11 is inserted into a piece accommodating portion 10 located at the protrusion 8 and recessed in the inner peripheral surface of the press ring 5.
A hemispherical recess 1 formed on the top surface of the piece 11.
2, a hemispherical tip 1 formed at the tip of the push bolt 9;
3 is pressed, and the teeth 14 formed on the lower surface of the piece 11 are pressed against the tube insertion port 3.

そして本例は、この管離脱防止装置に於いて、
土砂侵入防止用保護部材15を駒11の外側に位
置して押輪の突出部8と管挿口3間の隙間に弾力
的に介在したもので、保護部材15は第4図、第
5図に示すように、ゴム、ポラスチツク等を用い
て、後端16に凹部17を有するU字状体18を
形成し、U字状体18の内部を凹部17に向けて
開放した中空部19に形成してU字状体18の厚
み方向に弾力性を付与したもので、U字状体18
が前記のように突出部8と管挿口3間の隙間に挿
入され、中空部19を有するU字状体18の弾力
作用で突出部8と管挿口3に挾持させ、凹部17
内に駒11が位置している。
In this example, in this tube detachment prevention device,
A protective member 15 for preventing the intrusion of earth and sand is located on the outside of the piece 11 and is elastically interposed in the gap between the protrusion 8 of the push ring and the pipe insertion port 3. The protective member 15 is shown in FIGS. 4 and 5. As shown, a U-shaped body 18 having a concave portion 17 at the rear end 16 is formed using rubber, plastic, etc., and the inside of the U-shaped body 18 is formed into a hollow portion 19 that is open toward the concave portion 17. The U-shaped body 18 is given elasticity in the thickness direction.
is inserted into the gap between the protrusion 8 and the tube socket 3 as described above, and is held between the protrusion 8 and the tube socket 3 by the elastic action of the U-shaped body 18 having the hollow part 19, and the recess 17
Piece 11 is located inside.

このようにした本例構造にあつては、地下埋設
した際、又は前記7図で説明したように周囲にコ
ンクリートブロツクを打設した際、周囲の土砂や
コンクリートが駒11の周囲に侵入しようとする
が、駒11の外側に位置して押輪の突出部8と管
挿口3間に隙間に介在されている土砂侵入防止用
保護部材15が前記土砂やコンクリートの駒収容
用部10内への侵入を防止し、駒11の移動性を
確保して動作不良を防止する。
In the structure of this example, when it is buried underground or when concrete blocks are placed around it as explained in Figure 7 above, the surrounding earth and concrete try to invade the area around the piece 11. However, a protective member 15 for preventing dirt and sand from entering the piece storage part 10, which is located on the outside of the piece 11 and is interposed in the gap between the protruding part 8 of the push ring and the pipe insertion port 3, prevents the dirt and concrete from entering the piece storage part 10. Intrusion is prevented, the mobility of the piece 11 is ensured, and malfunction is prevented.

なお、駒11は管受口1と管挿口3とが相対的
に離脱傾向を生じると、押ボルトの先端部13を
中心に管挿口3の移動側に回動しつつ歯部14が
管挿口3に喰込傾向を生じて管挿口3に対する管
保持力を増大する。また土砂侵入防止用保護部材
15は金属製薄板を用いて前記のように形成して
も良く、発泡スチロール樹脂等の発泡合成樹脂を
用いる場合には中空部19を有しないものとして
も差支えない。また管保持用駒は第6図に示すよ
うに上面を前方下傾の傾斜面20に形成し、該傾
斜面20を楔状片21を介して押ボルト22で押
圧する駒23でも差支えはなく、この場合は上記
土砂侵入防止用保護部材15を適用して上例と同
様に駒23の周囲への土砂等の侵入を防止でき
る。なお、駒23はこの場合、管離脱力が働くと
管挿口3と共に移動し、傾斜面20の楔作用で管
保持力を増大する。
Note that when the tube socket 1 and the tube socket 3 tend to separate relatively, the piece 11 rotates around the tip end 13 of the push bolt toward the moving side of the tube socket 3, and the toothed part 14 rotates. A tendency to bite into the tube insertion port 3 is generated to increase the force for holding the tube against the tube insertion port 3. Further, the protection member 15 for preventing the intrusion of earth and sand may be formed using a thin metal plate as described above, or may not have the hollow portion 19 when using a foamed synthetic resin such as a foamed polystyrene resin. Further, as shown in FIG. 6, the tube holding piece may be a piece 23 whose upper surface is formed into an inclined surface 20 tilting forward and downward, and the inclined surface 20 is pressed by a push bolt 22 via a wedge-shaped piece 21. In this case, by applying the protection member 15 for preventing the intrusion of earth and sand, it is possible to prevent the earth and sand from entering around the piece 23 as in the above example. In this case, the piece 23 moves together with the tube insertion port 3 when a tube detachment force is applied, and the wedge action of the inclined surface 20 increases the tube holding force.

次に第8図乃至第11図に示す第2実施例につ
いて説明すると、本例に適用した管離脱防止装置
の管受口31、管挿口32、パツキング33、押
ボルト34、駒35、連係用ボルト36、ナツト
37は第1実施例に於けると同様であるが、異な
る点は第1実施例同様に駒収容用部38を有する
突出部39を設けた押輪40の前端内周部41を
前方に突出して突出部39の前端部と整合してお
り、この管離脱防止装置に於いては、第11図に
示すように中空部42を備えた断面円形のリング
状土砂侵入防止用保護部材43を用い、該保護部
材43を駒35の前側に位置して管挿口32と押
輪の前端内周部41間に介在させる。これにより
外部から駒35の周囲に侵入しようとする土砂等
を保護部材43が阻止し、第1実施例同様、駒3
5の移動性を確保する。
Next, the second embodiment shown in FIGS. 8 to 11 will be described. The tube socket 31, the tube socket 32, the packing 33, the push bolt 34, the piece 35, and the linkage of the tube detachment prevention device applied to this example are explained below. The bolt 36 and the nut 37 are the same as in the first embodiment, but the difference is that the front end inner circumferential portion 41 of the push ring 40 is provided with a protrusion 39 having a piece accommodating portion 38 as in the first embodiment. The tube protrudes forward and is aligned with the front end of the protruding portion 39. In this tube detachment prevention device, as shown in FIG. A member 43 is used, and the protective member 43 is located on the front side of the piece 35 and interposed between the tube insertion port 32 and the inner peripheral portion 41 of the front end of the press ring. As a result, the protective member 43 prevents earth and sand from entering around the piece 35 from the outside, and as in the first embodiment, the piece 3
5 to ensure mobility.

なお、リング状保護部材は上例の断面円形の保
護部材43の外、第12図、第13図に示すよう
な中空部44を備えた断面U字状のリング状保護
部材45、或いは中空部46を備えた断面横向き
U字状のリング状保護部材47でも良く、この場
合、第1実施例同様、材質により中空部42,4
4,46を有しない保護部材としても差支えはな
い。
In addition to the above-mentioned protection member 43 having a circular cross section, the ring-shaped protection member may include a ring-shaped protection member 45 having a U-shaped cross section and a hollow portion 44 as shown in FIGS. 12 and 13, or a hollow portion. A ring-shaped protective member 47 having a horizontally U-shaped cross section and having a horizontal U-shaped cross section may be used.
There is no problem even if the protective member does not have 4, 46.

また、上記各実施例ではパツキングを押輪で抜
け止めしたメカニカル式管継手の管離脱防止装置
に適用した場合を示したが、本案はパツキングを
管受口で抜止めしたスリポン式管継手の管離脱防
止装置にも全く同様に適用しうるものである。
In addition, in each of the above embodiments, the case where the packing is applied to a pipe separation prevention device of a mechanical type pipe joint in which the packing is prevented from coming off with a push ring is shown, but in this case, the pipe separation of a slip-on type pipe joint in which the packing is prevented from coming out with a pipe socket is shown. The same applies to prevention devices as well.

上記のように本考案は、駒の外側に位置し且つ
前記押輪の半径方向に弾力性を有する土砂侵入防
止用保護部材を前記押輪と前記管挿口間に弾力的
に介在させたので、地下に埋設したり周囲にコン
クリートブロツクを打設する使用条件下に於いて
も、土砂やコンクリートが管保持用駒の周囲に侵
入することを保護部材が防止して駒の移動性を確
保でき、この移動性からする管離脱防止能力を十
分に発揮さすことができる。
As described above, in the present invention, a protective member for preventing earth and sand intrusion, which is located on the outside of the piece and has elasticity in the radial direction of the push ring, is elastically interposed between the push ring and the pipe insertion port, so that it can be installed underground. Even under usage conditions where the pipe is buried or a concrete block is placed around it, the protective member prevents earth, sand and concrete from entering around the pipe holding piece, ensuring the piece's mobility. The ability to prevent tube separation can be fully demonstrated.

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

第1図は実施例の正面図、第2図、第3図は
夫々第1図のA−A線、B−B線に於ける矢視断
面図、第4図はその保護部材の転向平面図、第5
図は第4図の右側面図、第6図は第2図に対比し
た別例の断面図であり、第7図は使用状態説明用
平面略図、第8図は更に別例の正面図、第9図、
第10図は夫々第8図のC−C線、D−D線に於
ける矢視断面図、第11図はその保護部材の一部
分の拡大断面図、第12図、第13図は夫々別例
保護部材の一部分の拡大断面図である。 1……管受口、2……パツキング、3……管挿
口、4……継手部、5……押輪、6……ボルト、
7……ナツト、8……突出部、9……押ボルト、
10……駒収容用部、11……駒、12……凹
部、13……先端部、14……歯部、15……保
護部材、16……後端、17……凹部、18……
U字状体、19……中空部、20……傾斜面、2
1……楔状片、22……押ボルト、23……駒、
31……管受口、32……管挿口、33……パツ
キング、34……押ボルト、35……駒、36…
…ボルト、37……ナツト、38……駒収容用
部、39……突出部、40……押輪、41……前
端内周部、42……中空部、43……保護部材、
44……中空部、45……保護部材、46……中
空部、47……保護部材、51……曲管、52…
…継手部、53……管、54……管路、55……
コンクリートブロツク。
FIG. 1 is a front view of the embodiment, FIGS. 2 and 3 are cross-sectional views taken along lines A-A and B-B in FIG. 1, respectively, and FIG. 4 is a turning plane of the protective member. Figure, 5th
The figure is a right side view of FIG. 4, FIG. 6 is a sectional view of another example compared to FIG. 2, FIG. 7 is a schematic plan view for explaining usage conditions, and FIG. Figure 9,
Fig. 10 is a sectional view taken along line C-C and line D-D in Fig. 8, respectively, Fig. 11 is an enlarged sectional view of a portion of the protective member, and Fig. 12 and Fig. 13 are separate from each other. It is an enlarged sectional view of a part of example protection member. 1...Pipe socket, 2...Packing, 3...Pipe insertion, 4...Joint part, 5...Press ring, 6...Bolt,
7...Nut, 8...Protrusion, 9...Push bolt,
DESCRIPTION OF SYMBOLS 10... Piece storage part, 11... Piece, 12... Recessed part, 13... Tip part, 14... Teeth part, 15... Protective member, 16... Rear end, 17... Recessed part, 18...
U-shaped body, 19...Hollow part, 20...Slanted surface, 2
1... Wedge-shaped piece, 22... Push bolt, 23... Piece,
31...Pipe socket, 32...Pipe insertion, 33...Putting, 34...Push bolt, 35...Piece, 36...
... Bolt, 37 ... Nut, 38 ... Piece accommodating part, 39 ... Protrusion part, 40 ... Push ring, 41 ... Front end inner peripheral part, 42 ... Hollow part, 43 ... Protective member,
44...Hollow part, 45...Protection member, 46...Hollow part, 47...Protection member, 51...Bent pipe, 52...
...Joint part, 53...Pipe, 54...Pipe line, 55...
concrete block.

Claims (1)

【実用新案登録請求の範囲】 1 管受口に連結した押輪の駒収容用部に収容し
た管保持用駒を管挿口に押付けた管離脱防止装
置に於いて、前記駒の外側に位置し且つ前記押
輪の半径方向に弾力性を有する土砂侵入防止用
保護部材を前記押輪と前記管挿口間に弾力的に
介在させたことを特徴とする管離脱防止装置の
駒保護構造。 2 土砂侵入防止用保護部材が駒の外側に沿つて
U字状に形成されていることを特徴とする実用
新案登録請求の範囲第1項記載の管離脱防止装
置の駒保護構造。 3 土砂侵入防止用保護部材が管挿口外周に沿つ
てリング状に形成されていることを特徴とする
実用新案登録請求の範囲第1項記載の管離脱防
止装置の駒保護構造。
[Scope of Claim for Utility Model Registration] 1. In a pipe detachment prevention device in which a pipe holding piece housed in a piece accommodating portion of a pushing ring connected to a pipe socket is pressed against a pipe socket, A piece protection structure for a pipe detachment prevention device, characterized in that a protective member for preventing dirt and sand intrusion having elasticity in the radial direction of the push ring is elastically interposed between the push ring and the pipe insertion opening. 2. A piece protection structure for a pipe detachment prevention device according to claim 1, wherein the protective member for preventing earth and sand intrusion is formed in a U-shape along the outside of the piece. 3. A piece protection structure for a pipe detachment prevention device according to claim 1, wherein the protection member for preventing earth and sand intrusion is formed in a ring shape along the outer periphery of the pipe insertion port.
JP2906782U 1982-03-01 1982-03-01 Piece protection structure of tube detachment prevention device Granted JPS58132286U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2906782U JPS58132286U (en) 1982-03-01 1982-03-01 Piece protection structure of tube detachment prevention device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2906782U JPS58132286U (en) 1982-03-01 1982-03-01 Piece protection structure of tube detachment prevention device

Publications (2)

Publication Number Publication Date
JPS58132286U JPS58132286U (en) 1983-09-06
JPS6128553Y2 true JPS6128553Y2 (en) 1986-08-23

Family

ID=30040877

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2906782U Granted JPS58132286U (en) 1982-03-01 1982-03-01 Piece protection structure of tube detachment prevention device

Country Status (1)

Country Link
JP (1) JPS58132286U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011112167A (en) * 2009-11-27 2011-06-09 Kubota Corp Separation preventing pipe joint

Also Published As

Publication number Publication date
JPS58132286U (en) 1983-09-06

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