JPH0431784Y2 - - Google Patents

Info

Publication number
JPH0431784Y2
JPH0431784Y2 JP11364988U JP11364988U JPH0431784Y2 JP H0431784 Y2 JPH0431784 Y2 JP H0431784Y2 JP 11364988 U JP11364988 U JP 11364988U JP 11364988 U JP11364988 U JP 11364988U JP H0431784 Y2 JPH0431784 Y2 JP H0431784Y2
Authority
JP
Japan
Prior art keywords
pipe
male thread
thread
groove
circumferential groove
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
JP11364988U
Other languages
Japanese (ja)
Other versions
JPH0237523U (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 JP11364988U priority Critical patent/JPH0431784Y2/ja
Publication of JPH0237523U publication Critical patent/JPH0237523U/ja
Application granted granted Critical
Publication of JPH0431784Y2 publication Critical patent/JPH0431784Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は、地中に貫通し穴を掘削する際の削進
管として使用し、掘削終了後、その管の中に電力
ケーブルあるいは通信ケーブルを入れる削進管兼
用のケーブル埋設用管に関するものである。
[Detailed description of the invention] [Industrial application field] The invention is used as an excavation pipe when penetrating a hole underground, and after the excavation is completed, a power cable or a communication cable is inserted into the pipe. This relates to a cable burying pipe that also serves as a cutting pipe.

〔従来の技術〕[Conventional technology]

あるマンホールから次のマンホールにかけて、
地中に管を押込みながら管の先端付近で掘削した
土砂をその管を通して手前側に排出し、管の全長
が押込まれると、次の管を接続してさらに押込ん
でいく。
From one manhole to the next,
While pushing the pipe into the ground, the earth and sand excavated near the tip of the pipe are discharged through the pipe towards the front side, and when the entire length of the pipe has been pushed in, the next pipe is connected and pushed in further.

管の先端が次位のマンホールに達した後、管内
を清掃してケーブルを通すものである。
After the tip of the pipe reaches the next manhole, the inside of the pipe is cleaned and the cable is passed through.

上記管を継足す場合、ねじ込み接合は簡単であ
るけれども、掘削の途中で障害を生じるなどして
管を回しながら後退させる際、接合部のねじがゆ
るんで抜けてしまう虞がある。
When adding the above-mentioned pipes, it is easy to connect them by screwing, but when an obstacle occurs during excavation and the pipe is turned and retreated, there is a risk that the screws at the joint may loosen and come off.

そこで一般には、管を地中に押込みながら順次
溶接によつて継足している。
Therefore, generally the pipes are joined by welding one after another while pushing them into the ground.

〔考案が解決しようとする課題〕[The problem that the idea aims to solve]

ところが上記管相互の溶接には、溶接・電源ま
た溶接技能者を必要とし、さらにその溶接作業は
マンホールの中で行うので作業性・安全性の点に
問題がある。
However, welding the pipes together requires a welder, a power source, and a welding technician, and furthermore, the welding work is performed inside a manhole, which poses problems in terms of workability and safety.

本考案は、管を接続するために溶接機その他の
機械設備を必要とせずに簡単迅速に接続できる削
進管兼用のケーブル埋設用管を提供することを目
的とする。
The object of the present invention is to provide a cable burying pipe that can be used as a cutting pipe and can be easily and quickly connected without requiring a welding machine or other mechanical equipment.

〔課題を解決するための手段〕[Means to solve the problem]

本考案は上記の目的を達成するために、単位長
さの剛体管の一端におねじ、他端にめねじを形成
し、そのおねじ形成面のおねじ終端より後ろの部
分に円周方向溝を、まためねじ形成面のめねじ始
端より前の部分に半周よりやや長いすり割溝を設
け、管相互のねじ込み接続によつて合致したすり
割溝と円周方向溝にまたがつてはまる円弧形スト
ツプリングを備えたことを要旨とする。
In order to achieve the above object, the present invention forms a thread at one end of a rigid tube of unit length, a female thread at the other end, and a circumferential direction on the part behind the male thread end of the male thread forming surface. In addition, a slotted groove slightly longer than half the circumference is provided on the part of the internal thread forming surface in front of the starting end of the internal thread, and the slotted groove is fitted across the matching slotted groove and the circumferential groove by mutual threaded connection of the pipes. The main feature is that it is equipped with an arcuate stop ring.

〔作用〕[Effect]

先行している管の略全長が地中に押込まれる
と、その管の後端に次の管をねじ込み、一方の管
のすり割溝と他方の管の円周方向溝が合致したと
ころで、そのすり割溝と円周方向溝に、側方から
円弧形ストツプリングをはめる。
When approximately the entire length of the preceding pipe has been pushed into the ground, the next pipe is screwed into the rear end of that pipe, and when the slotted groove of one pipe matches the circumferential groove of the other pipe, Fit an arcuate stop ring into the slotted groove and the circumferential groove from the side.

そうすると上記リングはすり割溝と円周方向溝
にまたがつてはまるものである。
The ring then fits across the slotted groove and the circumferential groove.

〔実施例〕〔Example〕

本考案のケーブル埋設用管の構成を図面につい
て説明する。第1図は側面図、第2図は縦断側面
図にして、単位長さ(一般に2.75mまたは5.5m)
の例えば鋼管を可とする剛体管1(外周約165
mm・厚さ約7mm)の両端(各約80mm)に、一方は
おねじ2、他方はめねじ3を形成している。
The structure of the cable embedding pipe of the present invention will be explained with reference to the drawings. Figure 1 is a side view, Figure 2 is a vertical side view, and the unit length (generally 2.75m or 5.5m)
Rigid pipe 1 (outer circumference approximately 165 mm), for example, a steel pipe
mm/thickness approximately 7 mm), one has a male thread 2 and the other has a female thread 3 at both ends (approximately 80 mm each).

上記おねじ2とめねじ3の基準山形(図は角ね
じ)および基準寸法が共通であることはもちろん
である。また上記おねじ2・めねじ3は管1の肉
厚の範囲内に形成している。すなわちおねじ2は
管1の外径より外側に、めねじ3は管1の内径よ
り内側に突出しない。
It goes without saying that the male thread 2 and the female thread 3 have the same reference angle shape (square thread in the figure) and reference dimensions. Further, the male thread 2 and female thread 3 are formed within the range of the wall thickness of the tube 1. That is, the male thread 2 does not protrude outward from the outer diameter of the tube 1, and the female thread 3 does not protrude inward from the inner diameter of the tube 1.

おねじ形成面21のおねじ終端より後ろの部分
に横断面凹形の円周方向溝4を設けている。
A circumferential groove 4 having a concave cross section is provided in a portion of the male thread forming surface 21 behind the male thread terminal end.

一方めねじ形成面31のめねじ始端より前の部
分には、円周の約3分の2にわたるすり割溝5を
設けている。
On the other hand, in a portion of the female thread forming surface 31 in front of the starting end of the female thread, a slotted groove 5 extending about two-thirds of the circumference is provided.

そして上記すり割溝5にちようどはまる幅・長
さを持つた例えば鋼製の円弧形ストツプリング6
が用意されている。そのリング6の厚さ(横断面
における高さ)は管1の肉厚より大きい。
And an arc-shaped stop spring 6 made of steel, for example, having a width and length that fits in the slot groove 5.
is available. The thickness of the ring 6 (height in cross section) is greater than the wall thickness of the tube 1.

第3図は管の接続要領を説明する斜視図で、先
行して地中に押込まれた管1(おねじ2を先にし
ている)の後端に、次の管1Aのおねじ2をねじ
込む。
Figure 3 is a perspective view illustrating the procedure for connecting pipes, where the male thread 2 of the next pipe 1A is attached to the rear end of the pipe 1 (male thread 2 facing first) that was previously pushed into the ground. Screw it.

上記管1Aのねじ込み接続の際、相手の管1は
固定しているので、ねじ込み側すなわちねじ2の
方に加わる荷重が大きい。そこで管の強度上おね
じ形成部分の最小肉厚を、めねじ形成部分の最小
肉厚よりも厚くするのが好ましい。
When the tube 1A is connected by screwing, since the mating tube 1 is fixed, a large load is applied to the screwing side, that is, the screw 2. Therefore, in terms of the strength of the pipe, it is preferable that the minimum wall thickness of the male thread forming portion be greater than the minimum wall thickness of the female thread forming portion.

前の管1のすり割溝5に、次の管1Aの円周方
向溝4が合致したところで、ストツプリング6を
すり割溝5にはめ、さらに円周方向溝4に係合す
るまで押込むものである。
When the circumferential groove 4 of the next tube 1A matches the slotted groove 5 of the previous tube 1, the stop ring 6 is fitted into the slotted groove 5 and further pushed in until it engages with the circumferential groove 4.

そうするとストツプリング6は、第4図のよう
にすり割溝5と円周方向溝4にまたがつた状態に
係合してねじ2,3の戻り止めとなる。ストツプ
リング6はそれ自体の形状によつて若干のばね性
を持つている。
Then, the stop ring 6 engages in a state spanning the slot groove 5 and the circumferential groove 4, as shown in FIG. 4, and serves to prevent the screws 2 and 3 from returning. The stop ring 6 has some springiness due to its shape.

実施例のように、おねじ2およびめねじ3が、
管1の肉厚内に形成されていると、管の接続部の
内外に出つ張り部分ができないので、地中への管
の押込み、および管内の土砂の排出を円滑にす
る。
As in the embodiment, the male thread 2 and the female thread 3 are
If it is formed within the wall thickness of the pipe 1, there will be no protruding parts inside and outside the connecting part of the pipe, so that the pipe can be pushed into the ground and the earth and sand inside the pipe can be smoothly discharged.

またケーブルの挿入に支障を与えない。 Also, it does not interfere with cable insertion.

〔考案の効果〕[Effect of idea]

本考案のケーブル埋設用管は上記の構成である
から、従来の溶接で接続固着するのに比べて接続
のための機械設備を使用しないで、ねじ込みとス
トツプリングのはめ込みだけの簡単な作業で迅速
に管どうしを接続することができる。
Since the cable embedding pipe of the present invention has the above-mentioned configuration, compared to conventional welding for connection and fixation, it does not require the use of mechanical equipment for connection, and can be done quickly by simply screwing and fitting the stop ring. Tubes can be connected together.

そしてストツプリングの係合作用によつてねじ
結合がゆるむことがないもので、掘削の途中で障
害が起きて管を回しながら後退させる場合、管の
接続部が抜ける虞がなくて作業性に優れている。
Furthermore, the screw connection does not loosen due to the engagement action of the stop ring, so if an obstacle occurs during excavation and the pipe is turned and retreated, there is no risk of the pipe connection coming off, making it highly workable. There is.

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

第1図は本考案ケーブル埋設用管の側面図、第
2図はその縦断側面図、第3図は管の接続要領を
説明する斜視図、第4図は管の接続部の一部縦断
拡大側面図。 1,1aは剛体管、2はおねじ、3はめねじ、
4は円周方向溝、5はすり割溝、6はストツプリ
ング。
Fig. 1 is a side view of the invented cable burying pipe, Fig. 2 is a longitudinal side view thereof, Fig. 3 is a perspective view illustrating the procedure for connecting the pipe, and Fig. 4 is an enlarged longitudinal section of a portion of the pipe connection part. Side view. 1 and 1a are rigid tubes, 2 is male thread, 3 is female thread,
4 is a circumferential groove, 5 is a slotted groove, and 6 is a stop ring.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 単位長さの剛体管の一端におねじ、他端にめね
じを形成し、そのおねじ形成面のおねじ終端より
後ろの部分に円周方向溝を、まためねじ形成面の
めねじ始端より前の部分に半周よりやや長いすり
割溝を設け、管相互のねじ込み接続によつて合致
したりする割溝と円周方向溝にまたがつてはまる
円弧形ストツプリングを備えたケーブル埋設用
管。
A thread is formed on one end of a rigid tube of unit length, and a female thread is formed on the other end, and a circumferential groove is formed on the male thread forming surface behind the male thread end, and a circumferential groove is formed on the male thread forming surface at the female thread starting end. A pipe for burying cables with a slotted groove slightly longer than half the circumference in the front part, and an arcuate stop ring that fits across the slotted groove and the circumferential groove, which are matched by threaded connections between the pipes. .
JP11364988U 1988-08-30 1988-08-30 Expired JPH0431784Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11364988U JPH0431784Y2 (en) 1988-08-30 1988-08-30

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11364988U JPH0431784Y2 (en) 1988-08-30 1988-08-30

Publications (2)

Publication Number Publication Date
JPH0237523U JPH0237523U (en) 1990-03-13
JPH0431784Y2 true JPH0431784Y2 (en) 1992-07-30

Family

ID=31353674

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11364988U Expired JPH0431784Y2 (en) 1988-08-30 1988-08-30

Country Status (1)

Country Link
JP (1) JPH0431784Y2 (en)

Also Published As

Publication number Publication date
JPH0237523U (en) 1990-03-13

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