JPS623355B2 - - Google Patents

Info

Publication number
JPS623355B2
JPS623355B2 JP3027179A JP3027179A JPS623355B2 JP S623355 B2 JPS623355 B2 JP S623355B2 JP 3027179 A JP3027179 A JP 3027179A JP 3027179 A JP3027179 A JP 3027179A JP S623355 B2 JPS623355 B2 JP S623355B2
Authority
JP
Japan
Prior art keywords
socket
lock ring
ring
spring
seal packing
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
JP3027179A
Other languages
Japanese (ja)
Other versions
JPS55123081A (en
Inventor
Tadao Yamaji
Ei Nakajima
Atsushi Maki
Takao Sagara
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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP3027179A priority Critical patent/JPS55123081A/en
Publication of JPS55123081A publication Critical patent/JPS55123081A/en
Publication of JPS623355B2 publication Critical patent/JPS623355B2/ja
Granted legal-status Critical Current

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  • Joints With Sleeves (AREA)
  • Joints Allowing Movement (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 本発明は耐震機能を有する管継手に関する。[Detailed description of the invention] Industrial applications The present invention relates to a pipe joint having an earthquake-resistant function.

従来の技術 耐震機能は、受口と挿口間の管軸方向一定範囲
内の移動は許すがそれ以上の移動に起因する相互
間の抜け出しを確実に阻止することによつて達成
される。かかる機能を有し、しかも密封性に優
れ、その上構造並びに接合作業の簡単な耐震管継
手として、第1図に示すように、挿口1の先端外
面に環状の突部2を形成し、受口3と挿口1との
間に配置されるシールパツキング4の設置位置よ
りも奥側の受口3内面に環状溝5を設け、この環
状溝5に、前記突部2と係合可能でかつ受口3開
口側の側面に受口3奥側に向かうテーパ面6が形
成された1つ割りのロツクリング7を嵌着し、該
ロツクリング7と前記シールパツキング4との間
に、受口3奥側の側面が前記ロツクリング7のテ
ーパ面6に接し、かつ受口3開口側の側面が前記
シールパツキング4の受口3奥側の側面に接する
断面三角形状のバツクアツプリング8を設け、前
記突部2と前記ロツクリング7との係合によつて
受口3挿口1相互間の抜け出しを防止し、また前
記ロツクリング7に特に大きな管軸方向の抜け出
し力や周方向に偏つた抜け出し力が作用した場合
にも前記バツクアツプリング8によつて前記ロツ
クリング7の縮径を確実に阻止し、受口3挿口1
相互間の抜け出し防止をより確実にしたものが提
案されている。なお9はT字形のボルト10およ
びナツト11によつて前記受口3のフランジ部1
2に取付けられて前記シールパツキング4を押圧
する押輪である。
BACKGROUND TECHNOLOGY Earthquake resistance is achieved by allowing movement within a certain range in the axial direction of the tube between the socket and the insertion port, but reliably preventing them from coming out due to further movement. As shown in FIG. 1, an annular protrusion 2 is formed on the outer surface of the tip of the insertion port 1 as an earthquake-resistant pipe joint that has such functions, has excellent sealing performance, and is easy to construct and connect. An annular groove 5 is provided on the inner surface of the socket 3 on the back side of the installation position of the seal packing 4 arranged between the socket 3 and the socket 1, and the annular groove 5 engages with the protrusion 2. A split lock ring 7, which is possible and has a tapered surface 6 toward the back of the socket 3 formed on the side surface on the opening side of the socket 3, is fitted, and between the lock ring 7 and the seal packing 4, A back up spring 8 having a triangular cross section, the side surface on the back side of the socket 3 is in contact with the tapered surface 6 of the lock ring 7, and the side surface on the opening side of the socket 3 is in contact with the side surface on the back side of the socket 3 of the seal packing 4. The engagement between the protrusion 2 and the lock ring 7 prevents the socket 3 from slipping out of the socket 1, and also prevents the lock ring 7 from being subjected to a particularly large pull-out force in the tube axis direction or deviation in the circumferential direction. Even when a pull-out force is applied, the back-up spring 8 reliably prevents the diameter of the lock ring 7 from shrinking.
A method has been proposed that more reliably prevents mutual slippage. Note that 9 is connected to the flange portion 1 of the socket 3 by means of T-shaped bolts 10 and nuts 11.
This is a press ring that is attached to the seal packing 2 and presses the seal packing 4.

発明が解決しようとする問題点 ところが、上記従来の構成によれば、受口3お
よび挿口1の寸法公差により、受口3内面と挿口
1外面との間の環状空間の間隙が個々の管継手に
よつて異なるので、バツクアツプリング8の径方
向の厚みは前記環状空間の間隙の最小値にほぼ一
致させざるを得なかつた。したがつて、前記環状
空間の間隙が厚い場合、前記ロツクリング7とバ
ツクアツプリング8との接当面の面積が非常に少
なくなり、このため受口3挿口1間の相対移動に
よつてバツクアツプリング8がロツクリング7よ
りも受口3奥側に移動して、ロツクリング7の縮
径を防止する機能を果たす上で問題があつた。
Problems to be Solved by the Invention However, according to the above conventional configuration, due to the dimensional tolerance of the socket 3 and the socket 1, the gap in the annular space between the inner surface of the socket 3 and the outside surface of the socket 1 is Since the thickness varies depending on the pipe joint, the radial thickness of the back-up spring 8 has to be approximately equal to the minimum value of the gap in the annular space. Therefore, if the gap in the annular space is thick, the area of the contact surface between the locking ring 7 and the backup spring 8 will be very small, and therefore, the relative movement between the socket 3 and the socket 1 will cause the backup The ring 8 moved further into the socket 3 than the lock ring 7, causing a problem in fulfilling the function of preventing the lock ring 7 from shrinking in diameter.

本発明は上記の点に鑑み、受口挿口相互間の抜
け出しを確実に防止し得る耐震管継手の提供を目
的とする。
In view of the above-mentioned points, the present invention aims to provide an earthquake-resistant pipe joint that can reliably prevent slippage between sockets and sockets.

問題点を解決するための手段 上記問題点を解決するため本発明は、挿口の先
端外面に環状の突部を形成すると共に、受口と挿
口との間に配置されるシールパツキングの設置位
置の奥側に位置して受口内面に環状溝を設け、こ
の環状溝に、前記突部と係合可能でかつ受口開口
側の側面に受口奥側に向かうテーパ面が形成され
た1つ割りのロツクリングを嵌着し、該ロツクリ
ング7と前記シールパツキングとの間に、受口奥
側の側面に前記ロツクリングのテーパ面に接する
テーパ面が形成され、かつ受口開口側の側面に周
方向全周にわたる凹部が形成されたバツクアツプ
リングを設けたものである。
Means for Solving the Problems In order to solve the above-mentioned problems, the present invention forms an annular protrusion on the outer surface of the tip of the socket and a seal packing disposed between the socket and the socket. An annular groove is provided on the inner surface of the socket located on the back side of the installation position, and a tapered surface facing the back side of the socket is formed in the annular groove on the side surface on the socket opening side that can engage with the protrusion. A split lock ring 7 is fitted, and a tapered surface that contacts the tapered surface of the lock ring is formed on the back side of the socket between the lock ring 7 and the seal packing. A back-up spring is provided in which a recess is formed on the side surface and extends all the way around the circumference.

作 用 このような構成によれば、受口内面と挿口外面
との間の環状空間の間〓が狭い場合には、バツク
アツプリングは、受口内面と挿口外面との間で圧
縮され、凹部がつぶされることにより比較的容易
に厚みが薄くなるように変形して、この環状空間
内へ挿入される。この結果、バツクアツプリング
によりロツクリングの縮径が阻止されることにな
つて、受口挿口間の抜け出しが確実に防止され
る。また、前記環状空間内の間〓が十分広い場合
には、バツクアツプリングは圧縮されることなく
装着されるため、その圧縮しろを残したままの大
きな面でロツクリングに接当することになつて、
やはりロツクリングの縮径による受口挿口間の抜
け出しが確実に防止されるものである。
Effect According to this configuration, when the annular space between the inner surface of the socket and the outer surface of the socket is narrow, the back-up spring is compressed between the inner surface of the socket and the outer surface of the socket. By crushing the concave portion, it is relatively easily deformed to become thinner and inserted into this annular space. As a result, the back-up spring prevents the lock ring from shrinking in diameter, thereby reliably preventing the lock ring from slipping out between the receptacles. In addition, if the gap in the annular space is sufficiently wide, the backup spring will be installed without being compressed, and will come into contact with the locking ring with a large surface that leaves room for compression. ,
This also reliably prevents the lock ring from slipping out between the socket and the socket due to its diameter reduction.

実施例 以下、本発明の一実施例を図面に基づいて説明
する。
Embodiment Hereinafter, an embodiment of the present invention will be described based on the drawings.

第2図において、13は受口、14は挿口で、
挿口14の先端外面には環状の突部15が形成さ
れている。この突部15はダクタイル鋳鉄、鋼等
からなるリング状部材を溶接によつて挿口14に
固着したものである。なお、この突部15は挿口
14と一体に形成する場合もあり得る。一方、受
口13の内面にはその開口端に位置してシールパ
ツキング16を設置するテーパ面17が形成さ
れ、その奥側に環状溝18が形成されている。1
9は受口13内面と挿口14外面との間の環状空
間から受口13奥側へ挿入可能なロツクリング
で、1つ割りで拡径付勢力をもち環状溝18内に
嵌着されている。前記環状溝18はその内部に嵌
着された前記ロツクリング19の内周部が前記挿
口14先端の突部15と管軸方向に係合可能なら
しめる様な深さである。
In Figure 2, 13 is the socket, 14 is the socket,
An annular protrusion 15 is formed on the outer surface of the tip of the socket 14 . This protrusion 15 is a ring-shaped member made of ductile cast iron, steel, or the like and fixed to the socket 14 by welding. Note that this protrusion 15 may be formed integrally with the socket 14. On the other hand, a tapered surface 17 is formed on the inner surface of the socket 13 at an open end thereof, on which a seal packing 16 is installed, and an annular groove 18 is formed on the inner side thereof. 1
Numeral 9 is a lock ring that can be inserted into the back of the socket 13 from the annular space between the inner surface of the socket 13 and the outer surface of the socket 14, and is fitted into the annular groove 18 with a biasing force for expanding the diameter when it is divided into one piece. . The annular groove 18 has such a depth that the inner peripheral portion of the lock ring 19 fitted therein can engage with the protrusion 15 at the tip of the insertion port 14 in the tube axis direction.

前記ロツクリング19の材質はダクタイル鋳
鉄、鋼から成る。またロツクリング19の受口1
3開口側の側面には、受口13奥側、即ち挿口1
4先端側に向かうテーパ面20が形成されてお
り、ロツクリング19とシールパツキング16と
の間には、受口13奥側の側面にロツクリング1
9のテーパ面20に接するテーパ面21が形成さ
れ、かつ受口13開口側の側面に周方向全周にわ
たる凹部22が形成されたバツクアツプリング2
3が配置されている。バツクアツプリング23は
硬質ゴム、布にゴムを含浸させたもの、硬質合成
樹脂、あるいは金属などの容易に塑性変形しない
材料からなり、一体ものまたは1つ割りに形成さ
れる。24はシールパツキング16を押圧する2
つ割りの押輪で、受口13のフランジ部25に、
それに設けられた孔と、押輪24に設けられた孔
に挿通したT字形のボルト26とナツト27によ
つて取付けられており、該ボルト26とナツト2
7を締付けることにより、シールパツキング16
に押圧力が作用し、受口13と挿口14との密封
性が確保される。なお前記バツクアツプリング2
3の径方向の厚みは、第3図Bに示すように受口
13内面と挿口14外面との間の環状空間の標準
的な間隙にほぼ等しいが、バツクアツプリング2
3は、その受口13開口側の側面に周方向全周に
わたる凹部22が形成されているので、比較的容
易に厚みが薄くなるように変形し、したがつて第
3図Aのように受口13内面と挿口14外面との
間の環状空間の間隙が狭い場合でも、該環状空間
へのバツクアツプリング23の挿入が可能であ
る。またバツクアツプリング23の厚みが従来の
ものよりも厚いので、第3図Cのように受口13
内面と挿口14外面との間の環状空間の間隙が厚
い場合でも、ロツクリング19とバツクアツプリ
ング23との接当面の面積は充分大きい。なお2
8は受口13の奥端段面である。
The material of the lock ring 19 is ductile cast iron or steel. Also, socket 1 of lock ring 19
3. On the side of the opening side, there is a socket 13 on the back side, that is, the socket 1.
4 A tapered surface 20 is formed toward the tip side, and a lock ring 1 is formed on the back side of the socket 13 between the lock ring 19 and the seal packing 16.
A back-up spring 2 in which a tapered surface 21 is formed in contact with the tapered surface 20 of No. 9, and a recessed portion 22 is formed in the side surface on the opening side of the socket 13 over the entire circumferential direction.
3 is placed. The back-up spring 23 is made of a material that does not easily undergo plastic deformation, such as hard rubber, cloth impregnated with rubber, hard synthetic resin, or metal, and is formed as one piece or in pieces. 24 presses the seal packing 16 2
Attach the flange portion 25 of the socket 13 with a split press ring.
It is attached by a T-shaped bolt 26 and nut 27 inserted through a hole provided in the push ring 24 and a hole provided in the press ring 24.
By tightening 7, the seal packing 16
A pressing force acts on the socket 13 and the socket 14 to ensure a tight seal. In addition, the above-mentioned Backup Spring 2
The radial thickness of the back-up spring 2 is approximately equal to the standard gap of the annular space between the inner surface of the socket 13 and the outer surface of the socket 14, as shown in FIG. 3B.
3 has a recess 22 formed in the side surface on the opening side of the socket 13, which extends all the way around the circumference, so it can be relatively easily deformed to become thinner, and therefore the socket 13 can be deformed to become thinner as shown in FIG. 3A. Even if the gap in the annular space between the inner surface of the opening 13 and the outer surface of the socket 14 is narrow, the back-up spring 23 can be inserted into the annular space. In addition, since the thickness of the back-up spring 23 is thicker than the conventional one, the socket 13 is
Even if the gap in the annular space between the inner surface and the outer surface of the socket 14 is thick, the area of the contact surface between the lock ring 19 and the back-up spring 23 is sufficiently large. Note 2
Reference numeral 8 denotes a step surface at the far end of the socket 13.

接続作業について説明すると、挿口14の先端
側から、シールパツキング16、バツクアツプリ
ング23、1つ割りロツクリング19をこの順に
外嵌させて挿口14に預けておいた状態で挿口1
4を受口13に挿入する。ついで、1つ割りロツ
クリング19を受口13内面と挿口14外面との
間の環状空間に軸方向に押し込むと、1つ割りロ
ツクリング19はその拡径付勢力によつて環状溝
18に嵌着される。この後、バツクアツプリング
23、シールパツキング16を前記環状空間に軸
方向に押し込んだ後、シールパツキング16の背
面に押輪24を当てつけ、次いで奥輪24と受口
13のフランジ部25とをボルト26とナツト2
7とで締結することにより、接合は完了する。こ
のように継手接合を完了することができ、かつ密
封性も完全である。
To explain the connection work, from the tip side of the socket 14, the seal packing 16, the back-up ring 23, and the split lock ring 19 are fitted in this order, and the socket 1 is left in the socket 14.
4 into the socket 13. Next, when the split lock ring 19 is pushed into the annular space between the inner surface of the socket 13 and the outer surface of the socket 14 in the axial direction, the split lock ring 19 is fitted into the annular groove 18 due to its diameter expansion biasing force. be done. After that, the back spring 23 and the seal packing 16 are pushed into the annular space in the axial direction, and then the press ring 24 is applied to the back of the seal packing 16, and then the back ring 24 and the flange part 25 of the socket 13 are bolt 26 and nut 2
7, the joining is completed. In this way, the joint connection can be completed and the sealing performance is perfect.

かくして接合作業完了後は、受口13の奥端段
面28とロツクリング19との間で挿口14先端
の突部15の移動が可能であり、この範囲内で受
口13と挿口14の管軸方向の移動が許容され、
また、突部15とロツクリング19との係合によ
り抜出し防止がなされる。また、バツクアツプリ
ング23は、シールパツキング16の圧入力が効
果的にシール面圧として作用する様に、さらにロ
ツクリング19の側面にシールパツキング16の
一部のみが圧接してその表面が傷まない様にす
る。また受口13内面と挿口14外面との間の環
状空間の間隙が薄いかあるいは標準的な場合、ロ
ツクリング19に特に大きな管軸方向の抜け出し
力や周方向に偏つた抜け出し力が作用した際に、
バツクアツプリング23によつてロツクリング1
9の縮径が確実に阻止され、受口13挿口14相
互間の抜け出しを確実に防止できるのは勿論のこ
と、受口13内面と挿口14外面との間の環状空
間の間隙が厚い場合でも、ロツクリング19とバ
ツクアツプリング23との接当面の面積が充分大
きく、しかもバツクアツプリング23の受口13
開口側の側面にはシールパツキング16が接当し
ており、バツクアツプリング23が容易に厚みが
薄くなるように変形することがないので、受口1
3挿口14間の相対移動によつてバツクアツプリ
ング23が変形してロツクリング19よりも受口
13奥側に移動する恐れがなく、したがつてロツ
クリング19に特に大きな管軸方向の抜け出し力
や周方向に偏つた抜け出し力が作用した際にも、
バツクアツプリング23によつてロツクリング1
9の縮径が確実に阻止され、受口13挿口14相
互間の抜け出しを確実に防止できる。よつて耐震
機能を持つものである。
Thus, after the joining work is completed, the protrusion 15 at the tip of the socket 14 can be moved between the step surface 28 at the rear end of the socket 13 and the lock ring 19, and the projection 15 at the tip of the socket 14 can be moved between the socket 13 and the socket 14 within this range. Movement in the tube axis direction is allowed,
Moreover, the engagement between the protrusion 15 and the lock ring 19 prevents the device from being pulled out. In addition, the back-up spring 23 is designed so that the pressing force of the seal packing 16 effectively acts as sealing surface pressure, and furthermore, only a part of the seal packing 16 comes into pressure contact with the side surface of the lock ring 19, so that its surface is not damaged. I'll make sure it doesn't exist. In addition, if the gap in the annular space between the inner surface of the socket 13 and the outer surface of the socket 14 is thin or standard, when a particularly large pull-out force in the tube axis direction or a pull-out force biased in the circumferential direction is applied to the lock ring 19, To,
Locking ring 1 by back up spring 23
9 is reliably prevented from shrinking in diameter, and the socket 13 and the socket 14 are reliably prevented from slipping out from each other, the gap in the annular space between the inner surface of the socket 13 and the outer surface of the socket 14 is thick. Even if the contact surface area between the lock ring 19 and the back up spring 23 is sufficiently large, and the socket 13 of the back up spring 23
A seal packing 16 is in contact with the side surface on the opening side, and the backing spring 23 is not easily deformed to become thinner.
There is no risk that the back-up spring 23 will be deformed due to the relative movement between the three sockets 14 and move further into the socket 13 than the lock ring 19, and therefore the lock ring 19 will not be subject to a particularly large pull-out force in the tube axis direction. Even when a circumferentially biased pull-out force is applied,
Locking ring 1 by back up spring 23
9 is reliably prevented from shrinking in diameter, and the receptacle 13 and the receptacle 14 are reliably prevented from slipping out from each other. Therefore, it has an earthquake-resistant function.

なお、挿口14先端の突部15を継手接合直前
に取付けたり、着脱可能な取付構造とした場合に
は、押輪24を一体に形成したとしても、その内
周を挿口14外周面に近づけ、もつてシールパツ
キング16の背面のほぼ全面にその内周部が当接
する様にできるので、押輪24を2つ割りにする
ことを省略できる。
Note that if the protrusion 15 at the tip of the socket 14 is attached immediately before joining the joint or if the mounting structure is removable, the inner periphery of the push ring 24 may be brought close to the outer circumferential surface of the socket 14 even if the press ring 24 is formed integrally. Since the inner circumferential portion of the seal packing 16 can be brought into contact with almost the entire rear surface thereof, it is possible to omit dividing the press ring 24 into two.

発明の効果 以上説明したように、本発明にかかる耐震管継
手によれば、受口内面と挿口外面との間の環状空
間の間隙が大きい場合でも、受口挿口相互間の抜
け出しを確実に防止し得る。
Effects of the Invention As explained above, according to the earthquake-resistant pipe joint according to the present invention, even when the gap in the annular space between the inner surface of the socket and the outer surface of the socket is large, it is possible to ensure that the socket and the socket can be pulled out from each other. can be prevented.

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

第1図は従来の耐震管継手の縦断面図、第2図
および第3図は本発明の一実施例を示し、第2図
はその縦断面図、第3図A〜Cは受口内面と挿口
外面との間の環状空間の間隙の変化によるロツク
リングとバツクアツプリングとの接当状態の変化
を説明する縦断面図である。 13…受口、14…挿口、15…突部、16…
シールパツキング、18…環状溝、19…ロツク
リング、20,21…テーパ面、22…凹部、2
3…バツクアツプリング。
Fig. 1 is a longitudinal sectional view of a conventional earthquake-resistant pipe joint, Figs. 2 and 3 show an embodiment of the present invention, Fig. 2 is a longitudinal sectional view thereof, and Figs. 3 A to C are inner surfaces of the socket. FIG. 4 is a longitudinal cross-sectional view illustrating a change in the state of contact between the lock ring and the back-up ring due to a change in the gap in the annular space between the lock ring and the outer surface of the socket. 13...Socket, 14...Socket, 15...Protrusion, 16...
Seal packing, 18... Annular groove, 19... Lock ring, 20, 21... Tapered surface, 22... Concave portion, 2
3... Backup Spring.

Claims (1)

【特許請求の範囲】[Claims] 1 挿口の先端外面に環状の突部を形成すると共
に、受口と挿口との間に配置されるシールパツキ
ングの設置位置の奥側に位置して受口内面に環状
溝を設け、この環状溝に、前記突部と係合可能で
かつ受口開口側の側面に受口奥側に向かうテーパ
面が形成された1つ割りのロツクリングを嵌着
し、該ロツクリングと前記シールパツキングとの
間に、受口奥側の側面に前記ロツクリングのテー
パ面に接するテーパ面が形成され、かつ受口開口
側の側面に周方向全周にわたる凹部が形成された
バツクアツプリングを設けたことを特徴とする耐
震管継手。
1. Forming an annular protrusion on the outer surface of the tip of the socket, and providing an annular groove on the inner surface of the socket located on the back side of the installation position of the seal packing placed between the socket and the socket, A split lock ring that can engage with the protrusion and has a tapered surface toward the back of the socket on the side surface on the opening side of the socket is fitted into this annular groove, and the lock ring and the seal packing are connected to each other. and a back-up ring having a tapered surface in contact with the tapered surface of the lock ring on the side surface on the back side of the socket, and a recess extending all the way around in the circumferential direction on the side surface on the side of the socket opening. Earthquake-resistant pipe fittings featuring:
JP3027179A 1979-03-14 1979-03-14 Earthquakeeproof pipe joint Granted JPS55123081A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3027179A JPS55123081A (en) 1979-03-14 1979-03-14 Earthquakeeproof pipe joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3027179A JPS55123081A (en) 1979-03-14 1979-03-14 Earthquakeeproof pipe joint

Publications (2)

Publication Number Publication Date
JPS55123081A JPS55123081A (en) 1980-09-22
JPS623355B2 true JPS623355B2 (en) 1987-01-24

Family

ID=12299030

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3027179A Granted JPS55123081A (en) 1979-03-14 1979-03-14 Earthquakeeproof pipe joint

Country Status (1)

Country Link
JP (1) JPS55123081A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4845485B2 (en) * 2005-11-04 2011-12-28 タカラスタンダード株式会社 Drain trap and drainage structure using it

Also Published As

Publication number Publication date
JPS55123081A (en) 1980-09-22

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