Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP2852525B2 - Underground pipe extraction equipment - Google Patents
[go: Go Back, main page]

JP2852525B2 - Underground pipe extraction equipment - Google Patents

Underground pipe extraction equipment

Info

Publication number
JP2852525B2
JP2852525B2 JP1143663A JP14366389A JP2852525B2 JP 2852525 B2 JP2852525 B2 JP 2852525B2 JP 1143663 A JP1143663 A JP 1143663A JP 14366389 A JP14366389 A JP 14366389A JP 2852525 B2 JP2852525 B2 JP 2852525B2
Authority
JP
Japan
Prior art keywords
pipe
cylinder
unnecessary
crushing
fixed
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 - Lifetime
Application number
JP1143663A
Other languages
Japanese (ja)
Other versions
JPH039188A (en
Inventor
秀樹 奥村
雅也 衣川
博 清水
基之 古賀
実光 中野
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.)
HATSUKOO KK
OOSAKA GASU KK
Original Assignee
HATSUKOO KK
OOSAKA GASU KK
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 HATSUKOO KK, OOSAKA GASU KK filed Critical HATSUKOO KK
Priority to JP1143663A priority Critical patent/JP2852525B2/en
Publication of JPH039188A publication Critical patent/JPH039188A/en
Application granted granted Critical
Publication of JP2852525B2 publication Critical patent/JP2852525B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、家屋の建て壊し等で不要となったガス管、
水道管のような地下埋設管を、道路面を全開削すること
なく水平方向に引抜いて撤去するようにした地下埋設管
の引抜き装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field] The present invention relates to gas pipes that are no longer needed due to the demolition of houses,
The present invention relates to a device for extracting an underground pipe such as a water pipe by pulling out an underground pipe in a horizontal direction without completely cutting a road surface.

〔従来の技術〕[Conventional technology]

例えば一般家庭にガスを供給するガス管は、道路に沿
ってその中央寄りの地下に埋設された本・支管から取出
し部を介して道路を横切るようにして側溝際まで供給管
と称される管路が伸び、そこら側溝の下側を通って家庭
内に導入されている。
For example, a gas pipe for supplying gas to a general household is a pipe called a supply pipe extending from a book / branch buried underground near the center of the road along a road to an end of a gutter so as to cross the road through a take-out portion. Roads are stretched and are introduced into the home through the underside of gutters.

そして、家屋の建て壊し等で不要となった不要管を除
去するときは、従来.本・支管の取出し部から側溝際
までの間の通路を全部開削して除去するか、あるいは
.本・支管の取出し部と側溝際の2カ所の道路を掘削
して供給管の両端を切離し、本・支管の取出し部側に掘
削した竪穴内に管端を露出させ、この管端と対向させて
竪穴内に管引抜き装置を設置し、不要管の管端を挟持し
て水平方向に移動させて所定長さ引抜き、引抜いた管は
パイプカッターで切断して地上に排出し、再び不要管を
引抜きこれを切断して地上に排出する動作を繰返し行っ
て不要管全部を抜取る工法が知られている。
When removing unnecessary pipes that are no longer needed due to the demolition of houses, etc. Either cut and remove the entire passage from the main / branch outlet to the side of the gutter, or Two roads were excavated at the location where the main / branch was taken out and at the side of the gutter, and both ends of the supply pipe were cut off. The end of the pipe was exposed in the pit excavated at the side where the main / branch was taken out. A pipe pulling device is installed in the pit, the end of the unnecessary pipe is pinched and moved in the horizontal direction to draw out a predetermined length.The drawn pipe is cut with a pipe cutter and discharged to the ground, and the unnecessary pipe is removed again. There has been known a method of repeatedly extracting and cutting out the unnecessary pipes by repeatedly performing an operation of cutting and discharging the same to the ground.

〔発明が解決しようとする課題〕[Problems to be solved by the invention]

上記.の工法では、不要管に沿う道路の全部を開削
し、不要管を取出してのち道路を埋戻し、舗装を行うな
ど多く労力、時間、経費を要する問題点があった。
the above. However, this method requires much labor, time, and expense, such as excavating the entire road along the unnecessary pipe, extracting the unnecessary pipe, backfilling the road, and paving.

また、上記.の工法においては、道路の全部を開削
しないので、.の工法に比べれば労力、時間、経費等
を少くできるが、本・支管の取出し部側の掘削穴を比較
的大きくする必要があり、また、引抜いた不要管を小刻
みに切断して地上に取出すので、そのための労力、時間
を要するうえ自動化が難しい、という問題点があった。
Also, as described above. In the construction method, the entire road is not cut. Although the labor, time and cost can be reduced compared to the method of the above method, it is necessary to make the excavation hole on the side where the main pipe and branch pipe are taken out relatively large, and the unnecessary pipe that is pulled out is cut into small pieces and taken out to the ground. Therefore, there has been a problem that labor and time are required for that, and automation is difficult.

本発明は上記の問題点のうち、特に.のものを解決
することを目的になされたものである。
The present invention is particularly directed to the above problems. It was made to solve the problem.

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

上記の目的を達成するために本発明は、地下に水平方
向に埋設された既設管が不要管2となったとき、この不
要管2の両端を切離し、切離した不要管2の一端側の管
端を地上から掘削した竪穴3内に露出させて引抜き除去
する引抜き装置1であって、 上記管引抜き装置1は、竪穴3内に設置される機体フ
レーム4の前部に、竪穴3の側壁3aと対向して不要管通
路口5aを開口した前面板5を設け、この前面板5の後方
に所定間隔をあけて左右一対のスライド支持板6,6を固
着し、このスライド支持板6,6と前面板5との間に上下
スライド可能のスライド板7を下降端規制ボルト8によ
り下降端を規制して設け、 上記スライド板7に左右一対の油圧シリンダからなる
引抜き用シリンダ9,9のピストン9a,9aの先端を固着する
と共に、該引抜き用シリンダ9,9のシリンダの先端部に
管押潰部10を取付け、管押潰部10は、下部に側面形状で
2つの山部11aと、固定ねじ11cを緩めて上下調節ねじ11
dを回動することによって間隙11eの範囲で上下調節で
き、不要管2を押潰したときの上方屈曲角度が調節可能
の屈曲用凹部11bとを有する固定型11を固着し、この固
定型11と対向する上側に、固定型11の2つの山部11aお
よび屈曲用凹部11bと対応する2つの谷部12aおよび屈曲
用凸部12bを有する押し型12を、油圧シリンダからなる
管押潰用シリンダ13のピストン13aの先端に固設し、 上記引抜き用シリンダ9,9および管押潰用シリンダ13
は、管押潰用シリンダ13が作動して管押潰部10により不
要管2の管端部を押潰して挟持すると同時に管端側を上
向きに屈曲させ、その状態で引抜き用シリンダ9,9が水
平方向に伸長して不要管2を所定長さ引抜き、その引抜
いた状態で管押潰用シリンダ13による不要管2の挟持を
解除してのち、引抜き用シリンダ9,9を収縮して管押潰
用シリンダ13を元の位置に移動させる動作を、油圧制御
機構により自動的に連続して繰り返し行わせるように構
成したことを特徴とするものである。
In order to achieve the above object, the present invention provides a method for separating an unnecessary pipe 2 from an end of the unnecessary pipe 2 when the existing pipe buried horizontally in the basement becomes an unnecessary pipe 2. A drawing device 1 for exposing an end into a pit 3 excavated from the ground and pulling out and removing the pipe. The pipe drawing device 1 is provided with a side wall 3a of the pit 3 at a front portion of a body frame 4 installed in the pit 3. A front plate 5 having an unnecessary pipe passage opening 5a is provided in opposition to the front plate 5, and a pair of left and right slide support plates 6, 6 is fixed behind the front plate 5 at a predetermined interval, and the slide support plates 6, 6 are fixed. A sliding plate 7 slidable up and down is provided between the front plate 5 and the lower end thereof by a lower end regulating bolt 8, and a piston of a drawing cylinder 9, 9 comprising a pair of left and right hydraulic cylinders is provided on the sliding plate 7. 9a, 9a, and the pulling cylinders 9, 9 Attaching the pipe crushed portion 10 to the distal end portion of the cylinder tube crushable portion 10 has a 2 Tsunoyama portion 11a in side shape at the bottom, vertically adjusted by loosening the fixing screw 11c screw 11
By rotating d, a fixed mold 11 having a bending concave portion 11b that can be adjusted up and down in the range of the gap 11e and that can adjust the upward bending angle when the unnecessary pipe 2 is crushed is fixed. A pressing die 12 having two valleys 12a and two bending valleys 12b corresponding to two ridges 11a and a bending concave part 11b of the fixed die 11 on the upper side opposite to 13 and fixed to the end of the piston 13a.
The tube crushing cylinder 13 is operated to crush and pinch the tube end of the unnecessary tube 2 by the tube crushing portion 10 and at the same time bends the tube end side upward, and in this state, the drawing cylinders 9, 9 Extends in the horizontal direction, pulls out the unnecessary pipe 2 by a predetermined length, releases the holding of the unnecessary pipe 2 by the pipe crushing cylinder 13 in the pulled-out state, and then contracts the drawing cylinders 9, 9 to remove the pipe. The operation of moving the crushing cylinder 13 to the original position is automatically and continuously performed repeatedly by a hydraulic control mechanism.

〔作用〕[Action]

上記の工法によって、管引抜き装置1によりほぼ一定
のストロークで引抜かれた不要管2は、押潰,挟持部分
から上向きに屈曲して順次渦巻状に巻かれて竪穴3外に
排出され、不要管2の引抜き作業が連続して自動的に行
われる結果、作業時間が短縮され、また、労力も少なく
てすむ。
The unnecessary pipe 2 drawn by the pipe drawing device 1 with a substantially constant stroke by the above-described method is bent upward from the crushed and pinched portion, sequentially wound in a spiral shape, and discharged out of the pit 3. As a result of the second extraction operation being performed automatically and continuously, the operation time is shortened and the labor is reduced.

〔実 施 例〕〔Example〕

以下、図面を参照して本発明の実施例について説明す
る。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.

第1図ないし第3図において、符号1で示す管引抜き
装置は、第6図にも示すように道路下に埋設されて不要
となったガス管等の不要管2の一端側を露出させた竪穴
3内に、不要管2と対向して設置されるもので、不要管
2の他端は切離されている。
In FIGS. 1 to 3, the pipe drawing device indicated by reference numeral 1 exposes one end of an unnecessary pipe 2 such as a gas pipe which is buried under a road and becomes unnecessary as shown in FIG. The unnecessary pipe 2 is installed in the pit 3 so as to face the unnecessary pipe 2, and the other end of the unnecessary pipe 2 is cut off.

管引抜き装置1は機体フレーム4の前部に竪穴3の側
壁3aと対向する前面板5が設けられ、この前面板5には
不要管通過口5aが開口していると共に、後方に所定の間
隔をあけて左右一対のスライド支持板6,6が固着されて
いる。このスライド支持板6と前面板5との間にスライ
ド板7が上下方向にスライド可能に設けられ、このスラ
イド板7の下部にはスライド支持板6側に突出する下降
端規制ボルト8が上下動可能に設けられている。
The pipe drawing device 1 is provided with a front plate 5 facing the side wall 3a of the vertical hole 3 at the front portion of the body frame 4, and the front plate 5 has an unnecessary pipe passage 5a and a predetermined space behind. A pair of left and right slide support plates 6, 6 are fixed. A slide plate 7 is provided between the slide support plate 6 and the front plate 5 so as to be vertically slidable. A lower end regulating bolt 8 protruding toward the slide support plate 6 is provided below the slide plate 7 to move up and down. It is provided as possible.

上記スライド板7には、左右一対の油圧シリンダから
なる引抜き用シリンダ9,9のピストン9a先端が固着され
ている。引抜き用シリンダ9,9のシリンダ先端部に管押
潰部10が取付けられている。管押潰部10は、下部に側面
形状で2つの山部11aと屈曲用凹部11bとを有する固定型
11が固着され、この固定型11と対向する上側に、固定型
11の2つの山部11aおよび屈曲用凹部11bと対応する2つ
の谷部12aおよび屈曲用凸部12bを有する押し型12が、油
圧シリンダからなる管押潰用シリンダ13のピストン13a
先端に固着されている。また、上記固定型11の屈曲用凹
部11bは、固定ねじ11cを緩めて上下調節ねじ11dを回動
することによって間隙11eの範囲で上下調節でき、不要
管を押潰したときの屈曲角度を調節可能となっている。
To the slide plate 7, the distal ends of the pistons 9a of the pull-out cylinders 9, 9 each comprising a pair of left and right hydraulic cylinders are fixed. The tube crushing part 10 is attached to the tip of the drawing cylinders 9,9. The tube crushing part 10 is a fixed type having two crests 11a and a concave part 11b for bending in a side shape at a lower part.
11 is fixed, and the fixed mold 11 is
A pressing die 12 having two valleys 12a and bending projections 12b corresponding to the two peaks 11a and bending depressions 11b of the piston 11 is provided with a piston 13a of a tube crushing cylinder 13 composed of a hydraulic cylinder.
It is fixed to the tip. Also, the bending recess 11b of the fixed die 11 can be adjusted up and down in the range of the gap 11e by loosening the fixing screw 11c and rotating the vertical adjusting screw 11d, and adjusts the bending angle when the unnecessary pipe is crushed. It is possible.

上記引抜き用シリンダ9,9および管押潰用シリンダ13
は、第4図に示す油圧回路により制御される。即ち、引
抜き用シリンダ9,9はソレノイドバルブ14により同時に
伸縮制御され、管押潰用シリンダ13はソレノイドバルブ
15によって伸縮制御されるようになっている。なお、符
号16はソレノイドバルブ14,15の制御に関連して作動す
るソレノイドリリーフバルフである。
Cylinders 9 and 9 for pulling out and cylinder 13 for crushing pipe
Is controlled by a hydraulic circuit shown in FIG. That is, the drawing cylinders 9 and 9 are simultaneously controlled to expand and contract by the solenoid valve 14, and the pipe crushing cylinder 13 is controlled by the solenoid valve.
15 controls the expansion and contraction. Reference numeral 16 denotes a solenoid relief valve that operates in association with control of the solenoid valves 14 and 15.

上記ソレノイドバルブ14,15、ソレノイドリリーフバ
ルブ16は、第5図に示すタイムチャートによって操作さ
れる。即ち、押しボタンスイッチSWをオンすると、まず
ソレノイドバルブ15を切換えて収縮状態にある管押潰用
シリンダ13が伸長して固定型11と押し型12とによって不
要管2を押潰して挟持すると同時に上方に屈曲させ、そ
の状態のままリミットスイッチLS1が作動して、ソレノ
イドバルブ15は中立状態となり、ソレノイドバルブ14が
切換わって管引抜き用シリンダ9,9を伸長させて不要管
をシリンダ9,9の伸長長さだけ引き抜く。不要管2が所
定長さに引き抜かれるとリミットスイッチLS2が作動し
てソレノイドバルブ14,15を切換えてソレノイドバルブ1
4は中立状態となり、ソレノイドバルブ15は管押潰用シ
リンダ13を収縮させて不要管2の挟持状態を解徐し、こ
の時点でリミットスイッチLS3が働く。
The solenoid valves 14, 15 and the solenoid relief valve 16 are operated according to a time chart shown in FIG. That is, when the push button switch SW is turned on, first, the solenoid valve 15 is switched and the contracted cylinder 13 for tube crushing is extended and the unnecessary tube 2 is crushed and clamped by the fixed mold 11 and the push mold 12 at the same time. Bending upward, the limit switch LS1 is operated in that state, the solenoid valve 15 is in the neutral state, the solenoid valve 14 is switched to extend the tube withdrawal cylinders 9, 9 and remove unnecessary tubes from the cylinders 9, 9 Pull out only the extension length of. When the unnecessary pipe 2 is pulled out to a predetermined length, the limit switch LS2 is operated and the solenoid valves 14 and 15 are switched to change the solenoid valve 1
4 is in the neutral state, the solenoid valve 15 contracts the cylinder 13 for crushing the pipe to release the holding state of the unnecessary pipe 2, and at this time the limit switch LS3 operates.

リミットスイッチLS4はソレノイドバルブ14を切換え
て管引抜き用シリンダ9,9を収縮させ、ソレノイドバル
ブ15は中立状態に保持される。管引抜き用シリンダ9,9
が収縮するとリミットスイッチLS4が作動する。リミッ
トスイッチLS4は、上記押しボタンスイッチSWをオンす
るのと同様の働きをするものであり、これで作業の一サ
イクルが完了する。また、ソレノイドリリーフバルブ16
は、両バルブ14,15の作動を安定させるため油圧タンク
の圧力調整を行う。このようなサイクルを繰返し行うこ
とにより不要管2は連続して引抜かれる。なお、上記リ
ミットスイッチLS1〜LS4は圧力スイッチに変えてもよい
ものである。
The limit switch LS4 switches the solenoid valve 14 to contract the pipe drawing cylinders 9, 9, and the solenoid valve 15 is held in a neutral state. Pipe drawing cylinder 9,9
When is contracted, the limit switch LS4 operates. The limit switch LS4 has the same function as turning on the push button switch SW, and thus one cycle of the operation is completed. Also, the solenoid relief valve 16
Adjusts the pressure of the hydraulic tank in order to stabilize the operation of both valves 14,15. By repeating such a cycle, the unnecessary pipe 2 is continuously drawn. The limit switches LS1 to LS4 may be replaced with pressure switches.

上記のような不要管2の押潰し−引抜き−押潰し解除
−押潰し部の戻り−押潰し、の作業サイクルは、第6図
に示す油圧ユニット17の操作盤18に組込まれた図示しな
いリレー、タイマー等により自動的に行われる。なお、
第6図で符号19は油圧ホースであり、地上部に設けられ
た油圧ユニット17から竪穴3内に設置された管引抜き装
置1の各油圧シリンダに接続されている。
The work cycle of crushing, extracting, crushing release, returning of the crushing portion, and crushing of the unnecessary pipe 2 as described above is performed by a relay (not shown) incorporated in the operation panel 18 of the hydraulic unit 17 shown in FIG. Automatically performed by a timer or the like. In addition,
In FIG. 6, reference numeral 19 denotes a hydraulic hose, which is connected from a hydraulic unit 17 provided on the ground to each hydraulic cylinder of the pipe drawing device 1 installed in the vertical hole 3.

このような構成の管引抜き装置1おいては、第6図に
示すように家屋の建て壊し等で不要となったガス管(供
給管)のような不要管2を、道路下に埋設状態のまま引
抜くのに用いられる。まず、不要管2は、道路下に埋設
されている本管または支管から分岐されている部分に竪
穴3を掘削して分岐部から切離し、次に家屋に近い道路
端の側溝手前で不要管2の他端を切断する。そして、管
引抜き装置1を、管押潰用シリンダ13を収縮した状態で
前面板5の不要管挿通口5a、固定型11と押し型12との間
に切離された端部を挿通するようにして機体フレーム4
の底部が竪穴3の底面に接し、前面板5が側壁3aに接す
るようにして設置する。
In the pipe drawing apparatus 1 having such a configuration, as shown in FIG. 6, unnecessary pipes 2 such as gas pipes (supply pipes) which have become unnecessary due to the demolition of houses or the like are buried under the road. Used to pull out as it is. First, the unnecessary pipe 2 is cut out from the branch by excavating the pit 3 at a portion branched from the main pipe or the branch pipe buried under the road, and then the unnecessary pipe 2 is placed just before the ditch at the road end near the house. And cut the other end. Then, the tube pulling device 1 is inserted through the unnecessary tube insertion opening 5a of the front plate 5 and the cut end between the fixed die 11 and the pressing die 12 in a state where the cylinder 13 for crushing the tube is contracted. And body frame 4
Is installed so that the bottom portion thereof contacts the bottom surface of the pit 3, and the front plate 5 contacts the side wall 3a.

この状態でスイッチSWを投入すると、管押潰用シリン
ダ13が伸長し、固定型11と押し型12との間で不要管2は
押潰されて押潰部2cが形成されると共に引抜き部11bは
上向きに屈曲し、この状態で、管引抜き用シリンダ9,9
が伸長して不要管2はピストン9aのストロークだけ引抜
かれ、引抜きが完了すると管押潰用シリンダ13が収縮す
る。押潰された押潰管2cは、固定型11の山部11a,屈曲凹
部11bと押し型12の谷部12a,屈曲凸部12bとによって側面
視波形状に押潰されていると共に、引抜き部2bは上向き
に所定角度屈曲される。
When the switch SW is turned on in this state, the tube crushing cylinder 13 is extended, and the unnecessary pipe 2 is crushed between the fixed mold 11 and the press mold 12 to form a crushed portion 2c and a withdrawn portion 11b. Is bent upward, and in this state, the pipe drawing cylinders 9, 9
And the unnecessary pipe 2 is withdrawn by the stroke of the piston 9a, and when the withdrawal is completed, the pipe crushing cylinder 13 contracts. The crushed crushed tube 2c is crushed into a wave shape in a side view by the crests 11a and the bent concave portions 11b of the fixed mold 11 and the valleys 12a and the bent convex portions 12b of the press mold 12, and the drawn-out portion is formed. 2b is bent upward by a predetermined angle.

管押潰用シリンダ13の収縮により、管押潰部10はその
自重でスライド板7を介して下降端規制ボルト8が機体
フレーム4に接するまで下降して固定型11は押潰部2cか
ら離れ、押し型12も管押潰用シリンダ13のピストン13a
の上昇により引抜き部2bを離れている。この状態で管引
抜き用シリンリンダ9,9が収縮し、管押潰部10は元の位
置に戻り、再び管押潰用シリンダ13が伸長して押潰す
る。
Due to the contraction of the cylinder 13 for crushing the tube, the crushing portion 10 of the tube is lowered by its own weight through the slide plate 7 until the lower end regulating bolt 8 comes into contact with the body frame 4, and the fixed mold 11 is separated from the crushing portion 2c. The pressing die 12 also has a piston 13a of a cylinder 13 for crushing a pipe.
Is separated from the withdrawal portion 2b due to the rise of. In this state, the tube withdrawing cylinders 9, 9 contract, the tube crushing section 10 returns to the original position, and the tube crushing cylinder 13 expands and crushes again.

このとき、管押潰部10はその全体が下降している(ス
タート時も同じ)ので、管押潰用シリンダ13が伸長する
と、まず押し型12が引抜き部2bの上面に当り、さらにシ
リンダ13が伸長すると、押し型12が引抜き部2bと当接す
る反力で管押潰部10がスライド板7を介して上昇して固
定型11が引抜き部2bの下面に当接し、押し型12と固定型
11とによって引抜き2bが押潰される。引抜き部2bの屈曲
角度は、固定型11の屈曲用凹部11bの固定ねじ11cを緩め
て上下調節ねじ11dを回動することによって間隙11eの範
囲で上下調節でき、引抜き部2bの屈曲角度が自在に選択
でき竪穴3外への排出状態が調節できる。
At this time, since the entire tube crushing portion 10 is lowered (the same is true at the start), when the tube crushing cylinder 13 is extended, the pressing die 12 first hits the upper surface of the drawing portion 2b, and further the cylinder 13 When the tube is extended, the pressing portion 12 comes into contact with the pull-out portion 2b, and the tube crushing portion 10 rises via the slide plate 7 so that the fixed die 11 contacts the lower surface of the pull-out portion 2b and is fixed to the pressing die 12. Type
11 pulls out the extraction 2b. The bending angle of the drawing part 2b can be adjusted up and down in the range of the gap 11e by loosening the fixing screw 11c of the bending concave part 11b of the fixed die 11 and rotating the vertical adjusting screw 11d, so that the bending angle of the drawing part 2b is free. The state of discharge to the outside of the pit 3 can be adjusted.

このような動作を繰返して行うことで、不要管2の引
抜き作業を操作盤18の操作により自動的に行うことがで
きる。引抜き部2bは押潰部2cから次々と屈曲して渦巻状
となって竪穴3外に排出される。なお、上記操作盤18は
手動操作が可能であり、また、不要管2を抜き取った穴
にはセメントミルク等を充填する。
By repeating such an operation, the operation of pulling out the unnecessary pipe 2 can be automatically performed by operating the operation panel 18. The drawn-out portion 2b is bent one after another from the crushed portion 2c, and is spirally discharged out of the pit 3. The operation panel 18 can be operated manually, and the hole from which the unnecessary pipe 2 is extracted is filled with cement milk or the like.

上記実施例においては不要管2の引抜きに要する時間
は、第5図に示すように、例えば直径32mmのガス管を引
抜き際、150mm引き抜くのに要する時間は約45秒、1mを
引き抜く時間は約5分で、従来の管を所定長さに引抜く
ごとに切断し竪穴3外に排出していた場合に比べ大幅な
時間の短縮と省力化が達成された。
In the above embodiment, the time required for extracting the unnecessary pipe 2 is, as shown in FIG. 5, for example, when extracting a gas pipe having a diameter of 32 mm, the time required for extracting 150 mm is about 45 seconds, and the time required for extracting 1 m is about 45 seconds. In 5 minutes, the conventional pipe was cut every time the pipe was drawn to a predetermined length, and the pipe was cut out and discharged out of the pit 3. Thus, a considerable time reduction and labor saving were achieved.

〔発明の効果〕〔The invention's effect〕

以上説明したように、本発明の地下埋設管の引抜き装
置によれば、以下の効果を奏することができる。
As described above, according to the apparatus for extracting underground buried pipes of the present invention, the following effects can be obtained.

. 管引抜き装置1は、竪穴3内に設置される気体フ
レーム4の前部に、竪穴3の側壁3aと対向して不要管通
過口5aを開口した前面板5を設け、この前面板5の後方
に所定間隔をあけて左右一対のスライド支持板6,6を固
着し、このスライド支持板5との間に上下スライド可能
のスライド板7を下降端規制ボルト8により下降端を規
制して設けたので、竪穴3内における管引抜き装置1の
設置が容易で、能率のよい管引抜き作業が行える。
. The pipe drawing device 1 is provided with a front plate 5 having an unnecessary pipe passage opening 5a facing a side wall 3a of the vertical hole 3 at a front portion of a gas frame 4 installed in the vertical hole 3, and a rear side of the front plate 5. A pair of left and right slide support plates 6 and 6 are fixed at a predetermined distance from each other, and a slide plate 7 slidable up and down is provided between the slide support plate 5 and the lower end by a lower end restriction bolt 8. Therefore, it is easy to install the pipe drawing device 1 in the pit 3, and an efficient pipe drawing operation can be performed.

. スライド板7に左右一対の油圧シリンダからなる
引抜き用シリンダ9,9のピストン9a,9aの先端を固着する
と共に、該引抜き用シリンダ9,9のシリンダの先端部に
管押潰部10を取付け、この管押潰部10は、下部に側面形
状で2つの山部11aと、固定ねじ11cを緩めて上下調節ね
じ11dを回動することによって間隙11eの範囲で上下調節
でき、不要管2を押潰したときの上方屈曲角度が調節可
能の屈曲用凹部11bとを有する固定型11を固着し、この
固定型11と対向する上側に、固定型11の2つの山部11a
および屈曲用凹部11bと対応する2つの谷部12aおよび屈
曲用凸部12bを有する押し型12を、油圧シリンダからな
る管押潰用シリンダ13のピストン13aの先端に固設した
ので、不要管2を管押潰部10により押潰したときの上方
屈曲角度を調節して竪穴3の状況に応じて適切な作業を
連続して行うことができる。
. The distal ends of the pistons 9a, 9a of the drawing cylinders 9, 9, which are a pair of left and right hydraulic cylinders, are fixed to the slide plate 7, and the pipe crushing part 10 is attached to the leading ends of the drawing cylinders 9, 9, The tube crushing part 10 can be vertically adjusted in the range of the gap 11e by loosening the fixing screw 11c and turning the vertical adjusting screw 11d by loosening the fixing screw 11c, and pressing the unnecessary pipe 2 at the lower side. A fixed mold 11 having a bent concave portion 11b whose upper bending angle when crushed is adjustable is fixed, and two ridges 11a of the fixed mold 11 are provided on the upper side facing the fixed mold 11.
Since the pressing die 12 having the two valleys 12a and the bending convex portions 12b corresponding to the bending concave portions 11b is fixed to the tip of the piston 13a of the tube crushing cylinder 13 composed of a hydraulic cylinder, the unnecessary pipe 2 is provided. By adjusting the upward bending angle when the pipe is crushed by the pipe crushing section 10, an appropriate operation can be continuously performed according to the situation of the pit 3.

. 引抜き用シリンダ9,9および管押潰用シリンダ13
は、管押潰用シリンダ13が作動して管押潰部10により不
要管2の管端部を押潰して挟持すると同時に管端側を上
向きに屈曲させ、その状態で引抜き用シリンダ9,9が水
平方向に伸長して不要管2を所定長さ引抜き、その引抜
いた状態で管押潰用シリンダ13による不要管2の挟持を
解除してのち、引抜き用シリンダ9,9を収縮して管押潰
用シリンダ13を元の位置に移動させる動作を、油圧制御
機構により自動的に連続して繰り返し行わせるので、地
下に埋設された不要管2を連続して引抜いて竪穴3外に
排出することができる。また、連続作業が可能なところ
から自動化が容易となり、能率の高い作業を少い労力で
実施することができる。
. Pull-out cylinders 9, 9 and pipe crushing cylinders 13
The tube crushing cylinder 13 is operated to crush and pinch the tube end of the unnecessary tube 2 by the tube crushing portion 10 and at the same time bends the tube end side upward, and in this state, the drawing cylinders 9, 9 Extends in the horizontal direction, pulls out the unnecessary pipe 2 by a predetermined length, releases the holding of the unnecessary pipe 2 by the pipe crushing cylinder 13 in the pulled-out state, and then contracts the drawing cylinders 9, 9 to remove the pipe. Since the operation of moving the crushing cylinder 13 to the original position is automatically and continuously repeated by the hydraulic control mechanism, the unnecessary pipe 2 buried underground is continuously pulled out and discharged out of the pit 3. be able to. In addition, automation is facilitated because continuous work is possible, and highly efficient work can be performed with less labor.

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

第1図は本発明の一実施例を示す全体の側面図、第2図
は管引き抜装置の側面図、第3図はその正面図、第4図
は油圧回路図、第5図は作業のタイムチャート、第6図
は作業状態の概要を示す側面図である。 1……管引抜き装置、2……不要管、3……竪穴、4…
…機体フレーム、5……前面板、6……スライド支持
板、7……スライド板、8……下降端規制ボルト、9…
…引抜き用シリンダ、10……管押潰し部、11……固定
型、11a……山部、11b……屈曲用凹部、12……押し型、
12a……谷部、12b……屈曲用凸部、13……管押潰用シリ
ンダ、14,15……ソレノイドバルブ、16……ソレノイド
リリーフバルブ、18……操作盤、19……油圧ホース。
FIG. 1 is an overall side view showing an embodiment of the present invention, FIG. 2 is a side view of a pipe drawing device, FIG. 3 is a front view thereof, FIG. 4 is a hydraulic circuit diagram, and FIG. FIG. 6 is a side view showing the outline of the working state. 1 ... Pipe drawing device, 2 ... Unnecessary pipe, 3 ... Pit, 4 ...
... body frame, 5 ... front plate, 6 ... slide support plate, 7 ... slide plate, 8 ... falling end regulating bolt, 9 ...
… Pull out cylinder, 10… Pipe crushing part, 11 …… Fixed type, 11a …… Mountain part, 11b …… Bent recess, 12 …… Push type,
12a valley, 12b bending convex, 13 cylinder crushing cylinder, 14, 15 solenoid valve, 16 solenoid relief valve, 18 operating panel, 19 hydraulic hose.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 古賀 基之 東京都目黒区中町1―9―18 (72)発明者 中野 実光 神奈川県大和市代官3丁目18番地の4 株式会社ハッコー開発技術研究所内 (56)参考文献 特開 昭63−185541(JP,A) 特開 平2−292590(JP,A) 実開 昭58−132667(JP,U) (58)調査した分野(Int.Cl.6,DB名) F16L 1/02 E02D 9/02──────────────────────────────────────────────────続 き Continuing on the front page (72) Inventor Motoyuki Koga 1-9-18 Nakamachi, Meguro-ku, Tokyo (72) Inventor Minami Nakano 3-18-18 Daikan, Yamato-shi, Kanagawa Prefecture 4 HAKKO Development Technology Research Co., Ltd. (56) References JP-A-63-185541 (JP, A) JP-A-2-292590 (JP, A) JP-A-58-132667 (JP, U) (58) Fields investigated (Int. Cl. 6 , DB name) F16L 1/02 E02D 9/02

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】地下に水平方向に埋設された既設管が不要
管(2)となったとき、この不要管(2)の両端を切離
し、切離した不要管(2)の一端側の管端を地上から掘
削した竪穴(3)内に露出させて引抜き除去する引抜き
装置(1)であって、 上記管引抜き装置(1)は、竪穴(3)内に設置される
気体フレーム(4)の前部に、竪穴(3)の側壁(3a)
と対向して不要管通過口(5a)を開口した前面板(5)
を設け、この前面板(5)の後方に所定間隔をあけて左
右一対のスライド支持板(6,6)を固着し、このスライ
ド支持板(6,6)と前面板(5)との間に上下スライド
可能のスライド板(7)を下降端規制ボルト(8)によ
り下降端を規制して設け、 上記スライド板(7)に左右一対の油圧シリンダからな
る引抜き用シリンダ(9,9)のピストン(9a,9a)の先端
を固着すると共に、該引抜き用シリンダ(9,9)のシリ
ンダの先端部に管押潰部(10)を取付け、管押潰部(1
0)は、下部に側面形状で2つの山部(11a)と、固定ね
じ(11c)を緩めて上下調節ねじ(11d)を回動すること
によって間隙(11e)の範囲で上下調節でき、不要管
(2)を押潰したときの上方屈曲角度が調節可能の屈曲
用凹部(11b)とを有する固定型(11)を固着し、この
固定型(11)と対向する上側に、固定型(11)の2つの
山部(11a)および屈曲用凹部(11b)と対応する2つの
谷部(12a)および屈曲用凸部(12b)を有する押し型
(12)を、油圧シリンダからなる管押潰用シリンダ(1
3)のピストン(13a)の先端に固設し、 上記引抜き用シリンダ(9,9)および管押潰用シリンダ
(13)は、管押潰用シリンダ(13)が作動して管押潰部
(10)により不要管(2)の管端部を押潰して挟持する
と同時に管端側を上向きに屈曲させ、その状態で引抜き
用シリンダ(9,9)が水平方向に伸長して不要管(2)
を所定長さ引抜き、その引抜いた状態で管押潰用シリン
ダ(13)による不要管(2)の挟持を解除してのち、引
抜き用シリンダ(9,9)を収縮して管押潰用シリンダ(1
3)を元の位置に移動させる動作を、油圧制御機構によ
り自動的に連続して繰り返し行わせるように構成したこ
とを特徴とする地下埋設管の引抜き装置。
When an existing pipe buried horizontally underground becomes an unnecessary pipe (2), both ends of the unnecessary pipe (2) are cut off, and a pipe end on one end side of the separated unnecessary pipe (2). Device for exposing and removing a pipe from a ground hole (3) excavated from the ground, wherein the pipe drawing device (1) is provided with a gas frame (4) installed in the pit (3). In the front, the side wall (3a) of the pit (3)
Front plate (5) with an unnecessary pipe passage opening (5a) facing it
And a pair of left and right slide support plates (6, 6) are fixed at a predetermined interval behind the front plate (5), and between the slide support plate (6, 6) and the front plate (5). A slide plate (7) slidable up and down is provided with a lower end regulated by a lower end regulating bolt (8). The slide plate (7) is provided with a pair of left and right hydraulic cylinders (9, 9). The tip of the piston (9a, 9a) is fixed, and the pipe crushing part (10) is attached to the tip of the cylinder of the drawing cylinder (9, 9).
0) can be adjusted up and down in the range of the gap (11e) by turning the up and down adjustment screw (11d) by loosening the fixing screw (11c) and turning the up and down adjustment screw (11d) in the side profile at the bottom. A fixed mold (11) having a bending recess (11b) whose adjustable angle of upward bending when the pipe (2) is crushed is fixed, and a fixed mold (11) is provided on the upper side facing the fixed mold (11). A pressing die (12) having two valleys (12a) and a bending projection (12b) corresponding to the two peaks (11a) and the bending recess (11b) of 11) is inserted into a pipe pressing made of a hydraulic cylinder. Crushing cylinder (1
3) The cylinder (9, 9) for pulling out and the cylinder (13) for crushing the pipe are fixed to the tip of the piston (13a) of (3). At (10), the tube end of the unnecessary tube (2) is crushed and pinched, and at the same time, the tube end side is bent upward. In this state, the drawing cylinder (9, 9) extends in the horizontal direction and the unnecessary tube ( 2)
After pulling out the specified length, release the pinching of the unnecessary pipe (2) by the pipe crushing cylinder (13), and then contract the drawing cylinder (9, 9) to reduce the pipe crushing cylinder. (1
3) A device for extracting underground buried pipes, characterized in that the operation of moving 3) to the original position is automatically and continuously performed repeatedly by a hydraulic control mechanism.
JP1143663A 1989-06-05 1989-06-05 Underground pipe extraction equipment Expired - Lifetime JP2852525B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1143663A JP2852525B2 (en) 1989-06-05 1989-06-05 Underground pipe extraction equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1143663A JP2852525B2 (en) 1989-06-05 1989-06-05 Underground pipe extraction equipment

Publications (2)

Publication Number Publication Date
JPH039188A JPH039188A (en) 1991-01-17
JP2852525B2 true JP2852525B2 (en) 1999-02-03

Family

ID=15344039

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1143663A Expired - Lifetime JP2852525B2 (en) 1989-06-05 1989-06-05 Underground pipe extraction equipment

Country Status (1)

Country Link
JP (1) JP2852525B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4127577B2 (en) * 1998-08-28 2008-07-30 Jfe工建株式会社 Pull-out crushing device for buried pipe and method for renewing buried pipe using the same
JP4744032B2 (en) * 2001-08-23 2011-08-10 株式会社クボタ Lead pipe collection method

Also Published As

Publication number Publication date
JPH039188A (en) 1991-01-17

Similar Documents

Publication Publication Date Title
US4930542A (en) Method for restoring underground pipelines
FI68440B (en) PROCEDURE FOR THE CONDITIONING OF PLASTIC SAMPLES AND ENVIRONMENTAL CONTAINERS FOR EXTERNAL BODY MACHINERY (PREFABRIC DRAIN) NEDANFOER JORDYTAN
JP2852525B2 (en) Underground pipe extraction equipment
JPS559953A (en) Method and apparatus for installing steel pipe pile
CN114667880A (en) A kind of film laying equipment and laying method based on agricultural planting
US3762174A (en) Protective inching shield for pipe-laying
JP3074011B2 (en) Underground buried pipe drawing and cutting method
US7708032B1 (en) Apparatus and method for installation of pipe liner
CN213269984U (en) Drainage pipe support frame for tunnel construction convenient to adjust
CN211690665U (en) Auxiliary stand is used in municipal administration pipeline installation
CN211713980U (en) Pipe trench excavation supporting structure
GB2291690A (en) Device for replacing lead piping
CN215801425U (en) Water conservancy irrigation canals and ditches construction is with leveling device
CN212200590U (en) Building site is with fire pond that can rainwater collect
US6990879B2 (en) Drain line re-perforator device
CN222334680U (en) A drainage pipe connection fixing bracket for construction engineering
CA1184768A (en) Device for laying out a pipeline
JP2587385B2 (en) Method and apparatus for arranging friction cutter in construction of underground structure
JP2534919B2 (en) Replacement device for buried pipes and correction device for traveling direction
CN215828309U (en) Crowbar for well lid
CN220284803U (en) Steel sheet pile drives guiding device
CN214425413U (en) Non-excavation of drainage pipe pipeline prosthetic devices that sinks
CN215797459U (en) Waterproofing membrane coiling mechanism with automatically, decide function
JPH0432197B2 (en)
CN216237959U (en) Road drainage device for earthwork

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091120

Year of fee payment: 11

EXPY Cancellation because of completion of term
FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20091120

Year of fee payment: 11