JPH0712793Y2 - Seismic Propulsion Pipe Joint Structure - Google Patents
Seismic Propulsion Pipe Joint StructureInfo
- Publication number
- JPH0712793Y2 JPH0712793Y2 JP11155690U JP11155690U JPH0712793Y2 JP H0712793 Y2 JPH0712793 Y2 JP H0712793Y2 JP 11155690 U JP11155690 U JP 11155690U JP 11155690 U JP11155690 U JP 11155690U JP H0712793 Y2 JPH0712793 Y2 JP H0712793Y2
- Authority
- JP
- Japan
- Prior art keywords
- peripheral surface
- pipe
- opening
- groove
- annular
- 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 - Fee Related
Links
Landscapes
- Joints With Sleeves (AREA)
- Joints Allowing Movement (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Description
【考案の詳細な説明】 産業上の利用分野 本考案は電力ケーブルや通信ケーブルを敷設するための
管で、特に推進工法によって敷設される耐震用推進管に
関する。TECHNICAL FIELD The present invention relates to a pipe for laying a power cable or a communication cable, and more particularly to an earthquake-resistant propulsion pipe laid by a propulsion method.
従来の技術 従来、電力ケーブルや通信ケーブル等を地中に敷設する
ときには、予め管路を地中に埋設し、埋設された管路内
に挿通することによって敷設していた。また、管路は推
進工法で地中に埋設されていた。2. Description of the Related Art Conventionally, when a power cable, a communication cable, or the like is laid in the ground, a pipeline is buried in the ground in advance, and the pipeline is laid by being inserted into the buried pipeline. In addition, the pipeline was buried in the ground by the propulsion method.
考案が解決しようとする課題 しかし、上述した管路においては、地震等に対応するた
めに継手部に伸縮と離脱防止を行う構造が求められると
ともに、導電性および気密性が求められている。DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention However, in the above-mentioned pipeline, a structure for expanding and contracting and preventing separation is required for the joint portion in order to cope with an earthquake or the like, and conductivity and airtightness are required.
本考案は上記課題は解決するもので、導電性と気密性を
有するとともに、伸縮と離脱防止を行うことができる耐
震用推進管の継手部構造を提供することを目的とする。The present invention solves the above problems, and an object of the present invention is to provide a joint structure of a seismic propulsion pipe that has conductivity and airtightness, and can expand and contract and prevent separation.
課題を解決するための手段 上記課題を解決するために、本考案の耐震用推進管の継
手部構造は、一方の管の挿口を挿口先端が他方の管の受
口奥端に当接するように他方の管の受口に挿入配置し、
受口内周面と挿口外周面の間に双方の周面に密接するゴ
ム輪を介装し、ゴム輪を抱き込むように配置され、受口
内周面と挿口外周面に当接する導電材を管周方向に沿っ
て複数箇所に設け、受口の内周面に環状溝を形成すると
ともに、挿口の外周面に管軸心方向に適当幅を有する環
状係合溝を形成し、環状溝内に縮径自在なロックリング
を挿口外周面の環状係合溝に抱きつかせて設け、ロック
リングを半径方向に付勢して縮径させるセットボルトを
受口の複数箇所に設けた構成としたものである。Means for Solving the Problems In order to solve the above-mentioned problems, the joint structure of the seismic propulsion pipe of the present invention is such that the insertion end of one pipe abuts the inner end of the reception end of the other pipe. And place it in the socket of the other tube,
A rubber material is placed between the inner peripheral surface of the receiving opening and the outer peripheral surface of the insertion opening so as to be in close contact with both peripheral surfaces. Are provided at a plurality of positions along the pipe circumferential direction, and an annular groove is formed on the inner peripheral surface of the receiving opening, and an annular engaging groove having an appropriate width in the pipe axial direction is formed on the outer peripheral surface of the insertion opening. A structure in which a lock ring whose diameter can be freely reduced is held in the groove by hugging it in an annular engagement groove on the outer peripheral surface of the insertion slot, and set bolts for urging the lock ring in the radial direction to reduce the diameter are provided at multiple points in the receiving opening. It is what
作用 以下、上記構成における作用について説明する。敷設時
に管を推進する力は他方の管の受口奥端から一方の管の
挿口先端に伝わる。また、敷設状態において、双方の管
に抜け出し力が作用すると、ロックリングはセットボル
トに押圧されて環状係合溝に抱きついた状態で環状係合
溝内を管軸心方向に移動し、双方の管の出退を環状係合
溝の幅内において許容するとともに、環状係合溝の受口
奥端側の側壁面に係止されて双方の管の抜け出しを防止
する。この間、ゴム輪および導電材が受口内周面および
挿口外周面に密接することにより、継手部における気密
性と導電性が常に維持されることとなる。Operation The operation in the above configuration will be described below. The force that propels the pipe at the time of laying is transmitted from the rear end of the receiving end of the other pipe to the tip of the insertion end of the one pipe. Further, when the pull-out force acts on both pipes in the installed state, the lock ring is pushed by the set bolt and moves in the annular engagement groove in the annular engagement groove while being held in the annular engagement groove. The pipe is allowed to move in and out within the width of the annular engaging groove, and the annular engaging groove is locked to the side wall surface of the annular engaging groove on the rear end side of the receiving port to prevent both the tubes from coming out. During this time, the rubber ring and the conductive material are in close contact with the inner peripheral surface of the receiving opening and the outer peripheral surface of the insertion opening, so that the airtightness and conductivity of the joint portion are always maintained.
実施例 以下、本考案の一実施例を図面に基づいて説明する。第
1図において、耐震用推進管1,2は鋳鉄管3の周面を覆
って外装コンクリート4が設けられ、外装コンクリート
4を覆って外装鋼板5が設けられている。また、耐震用
推進管1,2の一端には受口6が形成されており、他端に
は挿口7が形成されている。Embodiment An embodiment of the present invention will be described below with reference to the drawings. In FIG. 1, the seismic propulsion pipes 1 and 2 are provided with an exterior concrete 4 covering the peripheral surface of the cast iron pipe 3 and an exterior steel plate 5 covering the exterior concrete 4. Further, a receiving port 6 is formed at one end of the seismic propulsion pipes 1 and 2, and an insertion port 7 is formed at the other end.
そして、双方の耐震用推進管1,2は一方の耐震用推進管
1の挿口7を他方の耐震用推進管2の受口6に挿入して
接続されており、一方の耐震用推進管1の挿口先端7aが
他方の耐震用推進管2の受口奥端6aに当接している。ま
た、一方の耐震用推進管1の挿口外周面7bと他方の耐震
用推進管2の受口内周面6bの間には、双方の周面7b,6b
に密接するゴム輪8が介装されており、ゴム輪8は受口
内周面6bに形成した第1環状溝9に配置されている。さ
らに、ゴム輪8を抱き込むようにして導電材10が管周方
向に沿って複数箇所に設けられており、導電材10は受口
内周面6bと挿口外周面7bに当接している。The seismic propulsion pipes 1 and 2 are connected by inserting the insertion opening 7 of the seismic propulsion pipe 1 on one side into the receiving opening 6 of the seismic propulsion pipe 2 on the other side. The tip 7a of the insertion opening 1 is in contact with the receiving end 6a of the other seismic propulsion tube 2. Further, between the outer peripheral surface 7b of the seismic propulsion pipe 1 on one side and the inner peripheral surface 6b of the receiving port on the other seismic propulsion tube 2, both peripheral surfaces 7b, 6b are provided.
A rubber ring 8 that is in close contact with the rubber ring 8 is interposed, and the rubber ring 8 is arranged in a first annular groove 9 formed on the inner peripheral surface 6b of the receiving port. Further, the conductive material 10 is provided at a plurality of positions along the pipe circumferential direction so as to embrace the rubber ring 8, and the conductive material 10 is in contact with the inner peripheral surface 6b of the receiving opening and the outer peripheral surface 7b of the insertion opening.
そして、受口内周面6bには第1環状溝9より受口開口側
に位置して第2環状溝11が形成されており、第2環状溝
11の内部には縮径自在な一つ割りのロックリング12が配
置されている。このロックリング12は挿口外周面7bに形
成された環状係合溝13に抱きつかせて設けられており、
環状係合溝13は管軸心方向に適当幅を有している。ま
た、受口6には管半径方向に出退してロックリング12を
縮径させるセットボルト14が管周方向に沿って複数箇所
に設けられている。Then, a second annular groove 11 is formed on the inner peripheral surface 6b of the receiving port so as to be located closer to the receiving opening than the first annular groove 9 is.
Inside the 11 is arranged a lock ring 12 which can be freely reduced in diameter. The lock ring 12 is provided so as to be held in an annular engagement groove 13 formed on the outer peripheral surface 7b of the insertion opening.
The annular engagement groove 13 has an appropriate width in the axial direction of the tube. Further, set bolts 14 are provided at the receiving port 6 at a plurality of positions along the pipe circumferential direction so as to extend and retract in the pipe radial direction to reduce the diameter of the lock ring 12.
以下、上記構成における作用について説明する。敷設時
には、挿口7を受口6に挿入した状態において、他方の
耐震用推進管2の受口奥端6aから一方の耐震用推進管1
の挿口先端7aに推進す力を伝達する。The operation of the above configuration will be described below. At the time of laying, with the insertion port 7 inserted in the receiving port 6, the other earthquake-resistant propulsion pipe 1 from the receiving port inner end 6a of the other earthquake-resistant propulsion pipe 2
The propelling force is transmitted to the tip 7a of the insertion opening.
そして、敷設状態において、双方の耐震用推進管1,2に
抜け出し力が作用すると、ロックリング12はセットボル
ト14に押圧されて環状係合溝13に抱きついた状態で環状
係合溝13内を管軸心方向に移動し、双方の耐震用推進管
1,2の出退を環状係合溝13の幅内において許容するとと
もに、環状係合溝13の受口奥端側の側壁面に係止されて
双方の耐震用推進管1,2の抜け出しを防止する。この
間、ゴム輪8および導電材10が受口内周面6bおよび挿口
外周面7bに密接することにより、継手部における気密性
と導電性が常に維持されることとなる。Then, in the laid state, when the withdrawal force acts on both of the seismic propulsion pipes 1 and 2, the lock ring 12 is pressed by the set bolt 14 and held in the annular engagement groove 13 so as to move in the annular engagement groove 13. The seismic propulsion pipes for both sides are moved in the axial direction of the pipe.
The withdrawal of both seismic propulsion tubes 1 and 2 is allowed while allowing the withdrawal of 1 and 2 within the width of the annular engaging groove 13 and being locked to the side wall surface of the annular engaging groove 13 on the rear end side of the receiving port. Prevent. During this time, the rubber ring 8 and the conductive material 10 are brought into close contact with the receiving opening inner peripheral surface 6b and the insertion opening outer peripheral surface 7b, so that the airtightness and conductivity of the joint portion are always maintained.
考案の効果 以上述べたように本考案によれば、ロックリングが環状
係合溝において移動することにより、双方の管の出退を
環状係合溝の幅内において許容することができ、ロック
リングが環状係合溝の受口奥端側の側壁面に係止される
ことにより、双方の管の抜け出しを防止することができ
る。さらに、双方の出退時にゴム輪および導電材が受口
内周面および挿口外周面に密接することにより、継手部
における気密性と導電性を常に維持することができる。Effect of the Invention According to the present invention as described above, the lock ring moves in the annular engagement groove, so that both pipes can be retracted and retracted within the width of the annular engagement groove. Is locked to the side wall surface on the rear end side of the receiving end of the annular engaging groove, it is possible to prevent both tubes from coming out. Further, since the rubber ring and the conductive material come into close contact with the inner peripheral surface of the receiving opening and the outer peripheral surface of the insertion opening when both of them come in and out, the airtightness and the electrical conductivity of the joint portion can always be maintained.
第1図は本考案の一実施例を示す耐震用推進管の継手部
構造を示す縦断面図である。 1,2…耐震用推進管、6…受口、7…挿口、8…ゴム
輪、10…導電材、12…ロックリング、13…環状係合溝、
14…セットボルト。FIG. 1 is a longitudinal sectional view showing a joint structure of a seismic propulsion pipe showing an embodiment of the present invention. 1, 2 ... Seismic propulsion pipe, 6 ... Receiving port, 7 ... Inserting port, 8 ... Rubber ring, 10 ... Conductive material, 12 ... Lock ring, 13 ... Annular engagement groove,
14 ... Set bolt.
Claims (1)
口奥端に当接するように他方の管の受口に挿入配置し、
受口内周面と挿口外周面の間に双方の周面に密接するゴ
ム輪を介装し、ゴム輪を抱き込むように配置され、受口
内周面と挿口外周面に当接する導電材を管周方向に沿っ
て複数箇所に設け、受口の内周面に環状溝を形成すると
ともに、挿口の外周面に管軸心方向に適当幅を有する環
状係合溝を形成し、環状溝内に縮径自在なロックリング
を挿口外周面の環状係合溝に抱きつかせて設け、ロック
リングを半径方向に付勢して縮径させるセットボルトを
受口の複数箇所に設けたことを特徴とする耐震用推進管
の継手部構造。1. An insertion opening of one tube is inserted and arranged in a receiving opening of the other tube so that a tip of the opening comes into contact with a receiving end of the other tube.
A rubber material is placed between the inner peripheral surface of the receiving opening and the outer peripheral surface of the insertion opening so as to be in close contact with both peripheral surfaces. Are provided at a plurality of positions along the pipe circumferential direction, and an annular groove is formed on the inner peripheral surface of the receiving opening, and an annular engaging groove having an appropriate width in the pipe axial direction is formed on the outer peripheral surface of the insertion opening. A lock ring whose diameter can be freely reduced is provided in the groove by hugging it in an annular engagement groove on the outer peripheral surface of the insertion slot, and set bolts that urge the lock ring in the radial direction to reduce the diameter are provided at multiple points on the receptacle. The structure of the joint section of the seismic propulsion pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11155690U JPH0712793Y2 (en) | 1990-10-24 | 1990-10-24 | Seismic Propulsion Pipe Joint Structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11155690U JPH0712793Y2 (en) | 1990-10-24 | 1990-10-24 | Seismic Propulsion Pipe Joint Structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0468283U JPH0468283U (en) | 1992-06-17 |
JPH0712793Y2 true JPH0712793Y2 (en) | 1995-03-29 |
Family
ID=31859025
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11155690U Expired - Fee Related JPH0712793Y2 (en) | 1990-10-24 | 1990-10-24 | Seismic Propulsion Pipe Joint Structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0712793Y2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP6711476B2 (en) * | 2015-12-01 | 2020-06-17 | 前田建設工業株式会社 | Frozen soil creation method and water stop device |
JP7267164B2 (en) * | 2019-09-30 | 2023-05-01 | 不二サッシ株式会社 | Shoji and shoji assembly structure |
-
1990
- 1990-10-24 JP JP11155690U patent/JPH0712793Y2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0468283U (en) | 1992-06-17 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |