JP2007154543A - Check valve attaching device for surfacing prevention of of underground buried matter and fixture for taking out core - Google Patents

Check valve attaching device for surfacing prevention of of underground buried matter and fixture for taking out core Download PDF

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JP2007154543A
JP2007154543A JP2005352423A JP2005352423A JP2007154543A JP 2007154543 A JP2007154543 A JP 2007154543A JP 2005352423 A JP2005352423 A JP 2005352423A JP 2005352423 A JP2005352423 A JP 2005352423A JP 2007154543 A JP2007154543 A JP 2007154543A
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core
peripheral wall
base
check valve
jig
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JP4889293B2 (en
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Hiroshi Yoshikawa
浩 吉川
Masaaki Nishiwaki
正明 西脇
Akio Hamada
浜田  昭夫
Yoshiki Hirata
芳己 平田
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Consec Corp
Nippon Hume Corp
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Consec Corp
Nippon Hume Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a device for attaching a check valve to a peripheral wall of a manhole. <P>SOLUTION: The device has a core drill 25, a fixture 26 for taking out the core, and a valve-insertion fixture 27. A projection 265, which is projected high gradually toward the rear, is projected and formed at the center of the inside of the semicircular part 262 in cross section of the fixture 26 for taking out the core, and the part 262 is semicircular in cross section. Then the check valve is attached by making a cutting angle, which has the thickness equal to about 90 percent of the thickness of the peripheral wall of the manhole, in the peripheral wall 15 of the manhole with the core drill 25, then by switching to the fixture 26 for taking out the core and inserting the fixture 26 for taking out the core to an annular groove formed by a core bit 251. Because of the insertion, the projection ruptures the core from its roots, and the core is taken out by pulling out the fixture 26 for taking out the core. After the core has been pulled out, the check valve is inserted and attached to the hole, from which the core has been pulled out, by rupturing the bottom of the hole by the valve-insertion fixture 27. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、下水道用のマンホールや共同溝などの埋設物が地震時における地盤の液状化現象等によって浮き上がるのを防止するために埋設物の周壁に取付けられ、常には埋設物内から埋設物外の地中側への水の流れを遮断し、地中側の土壌間隙水圧が上昇したときに地中側から埋設物内への水の流れを許容する逆止弁を取付けるための装置に関する。   The present invention is attached to the peripheral wall of a buried object in order to prevent the buried object such as a manhole for a sewer or a common ditch from floating due to the liquefaction phenomenon of the ground at the time of an earthquake, and is always attached from the inside of the buried object to the outside of the buried object. The present invention relates to a device for installing a check valve that blocks the flow of water to the underground side and permits the flow of water from the underground side into the buried object when the soil pore water pressure on the underground side increases.

地震時には、地盤の液状化現象によってマンホールなどの埋設物が浮上することがあり、マンホールが浮上すると、下水道管の勾配が取れなくなって、下水道管の機能が失われることがある。マンホール等の埋設物が地震等によって浮き上がるのを防止する手段の一つとして、下記特許文献1には、マンホールの周壁に通水孔を形成して該通水孔にマンホール外からマンホール内への通水が可能な逆止弁を設け、マンホールの周りの地盤中の水を通水孔を通してマンホール内に取り込み、周辺地盤の含水率を低くして液状化を阻止する技術が開示されている。
特開平8−170349号
In the event of an earthquake, buried objects such as manholes may rise due to the liquefaction phenomenon of the ground, and when the manholes rise, the sewer pipes may not be able to take a gradient and the functions of the sewer pipes may be lost. As one of means for preventing a buried object such as a manhole from being lifted due to an earthquake or the like, Patent Document 1 below discloses that a water passage hole is formed in the peripheral wall of the manhole, and the water passage hole is connected to the manhole from the outside of the manhole. A technique is disclosed in which a check valve capable of passing water is provided, water in the ground around the manhole is taken into the manhole through a water hole, and the water content of the surrounding ground is lowered to prevent liquefaction.
JP-A-8-170349

上述する従来の技術は、既設のマンホール等の埋設物に対して適用することができず、また埋設物内部に外部から土砂が流入するおそれがあり、この点でなお、改良する余地があった。そこで特願2004−311818号では、マンホール等の既設の埋設物の周壁に通水孔を形成して、該通水孔に埋設物外の地中側から埋設物内への水の流れを許容し、常には埋設物内から埋設物外への水の流れを遮断する逆止弁を取付けることが提案され、また特願2005−209798号には、逆止弁をマンホール等の埋設物の周壁に取付ける方法として、埋設物の周壁にコアドリルを用いて穿孔作業を行い、周壁の肉厚の大半を穿孔した状態で穿孔作業を一旦中断し、コアドリルの穿孔作業によって形成された環状溝で囲まれるコアを根元より折って取出す工程と、コア取出し後、コアを取出した孔にコアドリルのコアビットを挿入して、再度穿孔作業を行い、コアビット先端が埋設物周壁部の外周面近くに達するまで切込みを行ったのち、コアビットを抜き出す工程と、一方から他方への水の流れを遮断し、他方の水圧が一定圧以上になったときに他方から一方へ水が流れる逆止弁を上記コア取り出し孔内に埋設物内から埋設物外への水の流れが遮断される向きに挿入して強く押込み、コア取出し孔内に残る埋設物周壁部を突き破って孔開けを行う工程とを有する方法が提案されている。   The above-described conventional technology cannot be applied to existing manholes and other buried objects, and earth and sand may flow into the buried objects from the outside, and there is still room for improvement in this respect. . Therefore, in Japanese Patent Application No. 2004-318818, a water passage hole is formed in the peripheral wall of an existing buried object such as a manhole, and water flow from the underground side outside the buried object to the buried object is allowed to the water passage hole. However, it is proposed to always install a check valve that blocks the flow of water from the inside of the buried object to the outside of the buried object. In Japanese Patent Application No. 2005-209798, the check valve is a peripheral wall of a buried object such as a manhole. As a method of attaching to the peripheral wall, a drilling operation is carried out using a core drill on the peripheral wall of the buried object, the drilling operation is temporarily interrupted in a state where most of the wall thickness of the peripheral wall is drilled, and it is surrounded by an annular groove formed by the drilling operation of the core drill. The process of removing the core from the root, and after removing the core, insert the core bit of the core drill into the hole from which the core has been removed, drill again, and cut until the core bit tip reaches the outer peripheral surface of the embedded peripheral wall. Go After that, a step of extracting the core bit and a check valve that shuts off the flow of water from one side to the other and flows water from the other side to the other side when the other water pressure exceeds a certain pressure is embedded in the core take-out hole. A method has been proposed which includes inserting a hole in a direction in which the flow of water from the inside of the object to the outside of the embedded object is blocked and pushing it in a strong manner, and piercing the peripheral wall part of the embedded object remaining in the core take-out hole. .

本発明は、上記方法において、コアドリルの穿孔作業によって形成された環状溝で囲まれるコアを根元より折って取出す工程で用いるコア取出し治具及び上記方法を実施するための装置を提供することを目的とする。   An object of the present invention is to provide a core unloading jig used in the step of unfolding a core surrounded by an annular groove formed by drilling a core drill in the above method and an apparatus for carrying out the above method. And

請求項1に係る発明は、コア取出し治具に関するもので、埋設物の周壁にコアドリルを用いて穿孔作業を行い、前記周壁の肉厚の大半に相当する部分を穿孔したのち穿孔作業を一旦中断し、コアドリルのコアビットを引き出した後、埋設物周壁にコアビットにより形成された環状溝に押込み挿入されるコア取出し治具であって、少なくとも先端部が環状をなして、内側に環状溝で囲まれるコアに係止する係止部を突設すると共に、係止部後方に向かって漸次内側への突出量が増す突出部を設け、コア取出し治具を環状溝に強く押込むと、前記突出部がコアを径方向に押込み、該コアを根元より折って破断し、ついでコア取出し治具を引出すと、係止部で保持されたコアが抜き出されるようにしたことを特徴とする。   The invention according to claim 1 relates to a core take-out jig, and performs a drilling operation using a core drill on a peripheral wall of an embedded object, and after drilling a portion corresponding to most of the wall thickness of the peripheral wall, the drilling operation is temporarily interrupted. The core drill is inserted into an annular groove formed by the core bit on the embedded peripheral wall after the core bit of the core drill is pulled out, and at least a tip portion forms an annular shape and is surrounded by an annular groove inside. Protruding a locking portion for locking to the core, providing a protruding portion that gradually increases inward toward the rear of the locking portion, and pressing the core take-out jig strongly into the annular groove, the protruding portion When the core is pressed in the radial direction, the core is folded and broken from the base, and then the core removal jig is pulled out, the core held by the locking portion is extracted.

本発明の係止部は、一か所にのみ設けておいてもよいが、好ましくは周方向に適当間隔をおいて複数か所に設けられる。   The locking portions of the present invention may be provided only at one place, but are preferably provided at a plurality of places at appropriate intervals in the circumferential direction.

請求項2に係る発明は、請求項1に係る発明の係止部が後方に向かって斜めに突出する爪片であることを特徴とする。   The invention according to claim 2 is characterized in that the locking portion of the invention according to claim 1 is a claw piece projecting obliquely toward the rear.

請求項3に係る発明は、請求項1又は2に係る発明において、後部が断面半円形をなし、前記突出部が断面半円形部分の中間部に形成されることを特徴とする。   The invention according to claim 3 is characterized in that, in the invention according to claim 1 or 2, the rear part has a semicircular cross section, and the projecting part is formed at an intermediate part of the semicircular part of the cross section.

請求項4に係る発明は、スライドポールと、該スライドポールを横向きにして埋設物周壁の対向する箇所に取外し可能に固定する固定手段と、前記スライドポールにスライド可能に装着されるスライドブロックと、該スライドブロックをスライドポールに沿って送る送り機構と、前記スライドブロックにスライドポールと直交する軸線の回りを旋回可能に支持されるベースとからなり、該ベースには、マンホール周壁への穿孔を行うコアビットと、該コアビットを回転駆動するモータよりなるコアドリルと、前記コアビットにより形成されたマンホール周壁の環状溝に押込んで引出すことにより、コアを根元より破断して抜き出す前記請求項1〜3記載のコア取出し治具と、該コア取出し治具によりコアを抜き出したのちに形成される孔に逆止弁を押込む弁挿入治具とが前記軸線より放射状をなして取付けられることを特徴とする。   The invention according to claim 4 is a slide pole, a fixing means for detachably fixing the slide pole to a position facing the embedded peripheral wall in a horizontal direction, a slide block slidably mounted on the slide pole, A feed mechanism that feeds the slide block along the slide pole and a base that is supported by the slide block so as to be able to turn around an axis perpendicular to the slide pole. The base is perforated on the peripheral wall of the manhole. The core according to any one of claims 1 to 3, wherein the core is broken and pulled out from the base by being pushed out and pulled out into an annular groove of a manhole peripheral wall formed by the core bit, and a core drill comprising a motor that rotationally drives the core bit. The removal jig and the hole formed after the core is extracted by the core removal jig Characterized in that the valve and pushing valve insertion jig is attached forms a radial from the axis.

本発明のスライドポールを固定する固定手段は、スライドポールを埋設物周壁の対向箇所に突っ張った状態で固定させるもので、例えばポール端に捩じ込まれ、工具を用いて正或いは逆方向に回動操作することによって捩じ込み或いは弛められて、ポール端からの突出量が変化するボルト、ポール端に取付けられるジャッキ、油圧等のシリンダーなどを挙げることができる。   The fixing means for fixing the slide pole according to the present invention is to fix the slide pole in a state where it is stretched to the opposite part of the peripheral wall of the buried object. For example, it is screwed into the end of the pole and rotated in the forward or reverse direction using a tool. Examples thereof include a bolt that is screwed or loosened by a dynamic operation to change the amount of protrusion from the pole end, a jack attached to the pole end, and a hydraulic cylinder.

送り機構としては、例えばスライドポールに、スライドポールの長手方向に沿って添設されるラックと、スライドブロックに取り付けられ、前記ラックと噛合して、モータにより回転駆動されるピニオンよりなるピニオン・ラック機構、スライドブロックに併設され、モータにより回転駆動されるネジ軸と、スライドブロックに取付けられ、ネジ軸に螺着されるナットよりなるものなどを例示することができる。   As the feed mechanism, for example, a rack attached to the slide pole along the longitudinal direction of the slide pole, and a pinion rack formed of a pinion attached to the slide block and meshed with the rack and driven to rotate by a motor Examples thereof include a screw shaft that is attached to the mechanism and the slide block and is driven to rotate by a motor, and a nut that is attached to the slide block and is screwed onto the screw shaft.

本発明のベースの旋回は、例えばコア取出し治具を掴んで人為的に行うこともできるが、好ましくはモータ等の動力によって自動的に行われる。   The turning of the base according to the present invention can be performed artificially, for example, by grasping a core take-out jig, but is preferably automatically performed by the power of a motor or the like.

逆止弁は、一方から他方への水の流れを遮断し、他方から一方への水の流れは他方の水圧が一定圧以上になったときに行われるようなものであればどのようなものでもよく、その種類を問わない。敢えて例示すれば、特願2004−311818号で提案されたようなものが挙げられる。このうちの2つを例示すると、図1はその一例で、内筒1aと外筒1bからなるケース1と、内筒1aの一端に固定されるフィルター2と、内筒1aの他端の弁座1cに装着される蓋状の逆止弁3よりなり、フィルター側から一定以上の水圧が負荷すると、逆止弁3が押出されて開弁するようになっている。   The check valve blocks the flow of water from one side to the other, and the flow of water from the other side to the other side is performed when the water pressure of the other side exceeds a certain level. But that doesn't matter. For example, the one proposed in Japanese Patent Application No. 2004-311818 can be mentioned. As an example of two of these, FIG. 1 is an example, and a case 1 comprising an inner cylinder 1a and an outer cylinder 1b, a filter 2 fixed to one end of the inner cylinder 1a, and a valve at the other end of the inner cylinder 1a. The check valve 3 includes a lid-like check valve 3 attached to the seat 1c. When a predetermined or higher water pressure is applied from the filter side, the check valve 3 is pushed out and opened.

図2は別の例で、内筒1aの弁座1cに装着される逆止弁4と、内筒1aの一端に固定されるフィルター5とがバネ6によって連結され、フィルター側から一定以上の水圧が負荷されると、逆止弁4が押出されて開弁するようになっている。   FIG. 2 shows another example, in which a check valve 4 attached to the valve seat 1c of the inner cylinder 1a and a filter 5 fixed to one end of the inner cylinder 1a are connected by a spring 6 so that a certain amount or more is obtained from the filter side. When water pressure is applied, the check valve 4 is pushed out and opened.

上述する逆止弁は、弁挿入治具に取外し可能に取付けられるようになっていてもよいし、固定されるようになっていてもよい。前者において逆止弁は、弁挿入治具に取付けてコアを抜き出したのちに形成されるマンホール周壁の孔に押込められ、後者において逆止弁は、孔入口に人為的に装着したのち、弁挿入治具で孔内に押込められる。   The check valve described above may be detachably attached to the valve insertion jig, or may be fixed. In the former, the check valve is pushed into the hole in the peripheral wall of the manhole that is formed after the core is pulled out by attaching it to the valve insertion jig. In the latter, the check valve is artificially installed at the hole inlet, It can be pushed into the hole with an insertion jig.

請求項5に係る発明は、請求項4に係る発明において、送り機構によって送られるスライドブロックの送り量を読取る読取り手段と、ベースを旋回させる旋回手段と、該旋回手段によって旋回されるベースが所定量旋回したときに該ベースを位置決め固定する第2の固定手段と、該第2の固定手段によるベースの固定を解除する解除手段と、前記読取り手段からの入力により送り機構、コアビット駆動用モータ、ベースの旋回機構及び解除手段を制御する制御手段を有することを特徴とする。   The invention according to claim 5 is the invention according to claim 4, wherein there is provided a reading means for reading the feed amount of the slide block sent by the feed mechanism, a turning means for turning the base, and a base turned by the turning means. A second fixing means for positioning and fixing the base when performing a fixed turn, a releasing means for releasing the fixing of the base by the second fixing means, a feed mechanism, a core bit driving motor by an input from the reading means, Control means for controlling the turning mechanism and release means of the base is provided.

本発明における読取り手段としては、例えば送り機構の駆動源であるモータなどの回転数を読取るエンコーダが代表的な例として挙げられるが、これ以外にスライドブロックの移動量を直接読取ることができる既知の任意の手段を用いることができ、ベースを旋回させる手段の駆動源としては、モータを用いることができる。   As a reading means in the present invention, for example, an encoder that reads the rotational speed of a motor or the like that is a driving source of a feed mechanism is given as a typical example. Arbitrary means can be used, and a motor can be used as a drive source of the means for rotating the base.

第2の固定手段としては、例えばスライドブロックに出没可能に取付けられて常にはバネにより突出するように付勢され、ベースに開けられた孔に嵌合するピンを例示することができ、解除手段としては、例えば上記ピンをバネの作用に抗して引込ませ、ベースにあけられた孔より離脱させるソレノイド、エアシリンダー等を例示することができる。   As the second fixing means, for example, a pin which is attached to the slide block so as to be able to protrude and is always urged so as to protrude by a spring and fits into a hole opened in the base can be exemplified. For example, a solenoid, an air cylinder, or the like that pulls the pin against the action of a spring and detaches it from a hole formed in the base can be exemplified.

請求項1に係る発明によると、コア取出し治具をコアを取出したのちの環状溝に押込むと、係合部がコア外周を押し滑りながら前進し、押え部がコア外周に係合した状態で更に強く押込むと、押え部が片持ちばり状をなすコアの自由端部を径方向に押込んでコアを根元より折って破断させる。破断後、コア取出し治具を引出すと、押え部で摩擦保持されるコアが取出し治具と共に引出されるようになる。コアの破断は従来、楔や鏨などを環状溝に差込んでハンマーなどで叩き込むことによって行い、破断後はコアにワイヤーを巻付けたり、プライヤ等で掴んで引出していたが、本発明のコア取出し治具によると、該コア取出し治具を単にコアドリルによって形成される環状溝に押込んで引抜くだけでコアを根元から破断して取出すことができる。   According to the first aspect of the present invention, when the core take-out jig is pushed into the annular groove after the core is taken out, the engaging portion moves forward while sliding on the outer periphery of the core, and the presser portion is engaged with the outer periphery of the core. When pushing in further strongly, the presser part pushes the free end part of the core having a cantilevered shape in the radial direction to break the core from its root and break. When the core removal jig is pulled out after the breakage, the core that is frictionally held by the pressing portion is pulled out together with the extraction jig. Conventionally, the core has been broken by inserting a wedge or a hook into an annular groove and hitting it with a hammer, etc. After the break, the core is wound around a wire or is pulled out with a pliers. According to the take-out jig, the core can be taken out from the base by simply pushing the core take-out jig into an annular groove formed by a core drill and pulling it out.

請求項2に係る発明によると、コア取出し治具を環状溝に押込むと、爪片が後向きに倒れた状態でコア周面を押し滑りながら前進するが、コア取出し治具を引出すときには、コア取出し治具のみが引出されてコアが残ろうとすると、爪片が起きてコアに食い込もうとするため、コアがコア取出し治具と共に確実に引出されるようになる。   According to the invention of claim 2, when the core removal jig is pushed into the annular groove, the claw piece moves forward while sliding on the core peripheral surface in a state of being tilted backward, but when the core removal jig is pulled out, When only the take-out jig is pulled out and the core is left, the claw piece is raised and tries to bite into the core, so that the core is reliably pulled out together with the core take-out jig.

請求項3に係る発明によると、突出部分でコアを断面半円形部分より径方向に押出す際に障害物がないため、押出しが十分に行われるようになり、これによりコアの破断が確実に行えるようになる。   According to the invention of claim 3, since there is no obstacle when extruding the core in the radial direction from the semicircular section in the projecting portion, the extrusion is sufficiently performed, thereby reliably breaking the core. You can do it.

請求項4に係る発明によると、埋設物周壁への逆止弁の取り付けは次のようにして行われる。先ず、埋設物周壁の対向箇所にスライドポールを横向きにして固定手段により固定する。ついでベースを所要量回動してコアドリルのコアビットの向きをスライドポールの軸線方向に合せたのち、コアビット及び送り機構を起動してコアドリルをスライドポールに沿って前進させ、コアビットを埋設物周壁に押し当てて切込みを開始する。埋設物周壁への切込みは、埋設物周壁の肉厚の例えば80〜90%に達するまで行われる。この確認は、例えば埋設物周壁へのコアビットの挿入度合を目視によって行うこともできるし、送り機構の駆動源であるモータなどの回転数をエンコーダにより読取り、これよりスライドブロックの送り量を演算してモニターに表示し、モニターに表示された送り量を監視することにより行うことができる。   According to the fourth aspect of the invention, the check valve is attached to the peripheral wall of the buried object as follows. First, the slide pole is placed sideways at the opposite position of the peripheral wall of the buried object and fixed by a fixing means. Next, after rotating the base by the required amount and aligning the direction of the core bit of the core drill with the axial direction of the slide pole, the core bit and the feed mechanism are activated to advance the core drill along the slide pole and push the core bit against the peripheral wall of the embedded object. Hit to start cutting. The cutting into the peripheral wall of the embedded object is performed until the thickness of the peripheral wall of the embedded object reaches, for example, 80 to 90%. This confirmation can be performed, for example, by visually observing the degree of insertion of the core bit into the peripheral wall of the buried object, or by reading the rotational speed of a motor or the like that is the drive source of the feed mechanism with an encoder and calculating the feed amount of the slide block from this. Display on the monitor and monitor the feed amount displayed on the monitor.

コアビットによる切込みが所定量に達するまで行われたのを確認すると、送り機構を停止し、ついでコアドリルを後退させてコアビットを埋設物周壁から引出す。コアビット引き出し後、送り機構を一旦停止し、コアビットが回転駆動されている場合、その回転も停止させる。そしてベースを所要量回動してコア取出し治具をスライドポールの軸線方向に合せる。   When it is confirmed that the cutting by the core bit has been performed until the predetermined amount is reached, the feeding mechanism is stopped, and then the core drill is moved backward to draw the core bit from the peripheral wall of the embedded object. After the core bit is pulled out, the feeding mechanism is temporarily stopped. When the core bit is driven to rotate, the rotation is also stopped. Then, the base is rotated by a required amount to align the core removal jig with the axial direction of the slide pole.

次に送り機構を再度起動してコア取出し治具を前進させ、埋設物周壁にコアドリルによって形成された環状溝に嵌合し、押込む。この押込みは、穿孔時のコアビットの送り量と一致ないしほぼ一致する程度まで行われ、この押込みにより押え部が前述するようにコアを根元より破断する。破断後、コア取出し治具を後退させてコアを抜き出す。ここでコア取出し治具の前進と後退は、好ましくは連続して行われるが、それぞれ個別に行われるようにしてもよい。コア抜き出し後、ベースを逆向きに回動してコアドリルを元に戻し、コアビットを再度回転駆動してコアを抜き出した孔に挿入し、孔底への切込みを再開する。切込みは、周壁の肉厚の例えば95%程度に達するまで行われ(このときの確認も前記したと同様、例えばコアビットの挿入度合を目視で確認することにより、或いはモニターに表示されたスライドブロックの送り量から判断される)、所定量に達したと判断すると、送り機構を停止し、ついでコアビットを後退させて埋設物周壁に形成された孔から引出す。その後、埋設物周壁に開けられた孔入口に逆止弁を装着するか、あるいは弁挿入治具に逆止弁を取外しが容易にできるように装着したのち、ベースを所要量回動して弁挿入治具をスライドポールの軸線方向に合せ、送り機構を起動して弁挿入治具を前進させ、逆止弁を埋設物周壁に開けられた孔に押込む。逆止弁が孔底に達したのち、更に逆止弁の押込みを続けると、薄い孔底が逆止弁によって破断され、開口する。   Next, the feeding mechanism is activated again to advance the core take-out jig, and it is fitted into an annular groove formed by a core drill on the peripheral wall of the buried object and pushed. This pressing is performed to the extent that it matches or substantially matches the feed amount of the core bit at the time of drilling, and the pressing portion breaks the core from the root as described above. After breaking, the core removal jig is retracted and the core is extracted. Here, the advancement and retraction of the core removal jig are preferably performed continuously, but may be performed individually. After extracting the core, the base is rotated in the opposite direction to return the core drill, the core bit is rotated again and inserted into the hole from which the core has been extracted, and the cutting into the hole bottom is resumed. The incision is performed until it reaches, for example, about 95% of the wall thickness of the peripheral wall (the confirmation at this time is the same as described above, for example, by visually confirming the insertion degree of the core bit, or of the slide block displayed on the monitor. When it is determined that the predetermined amount has been reached, the feed mechanism is stopped, and then the core bit is retracted and pulled out from the hole formed in the peripheral wall of the embedded object. After that, install a check valve at the hole entrance opened in the peripheral wall of the buried object, or attach it to the valve insertion jig so that the check valve can be easily removed, and then rotate the base by the required amount. The insertion jig is aligned with the axial direction of the slide pole, the feed mechanism is activated to advance the valve insertion jig, and the check valve is pushed into the hole formed in the peripheral wall of the embedded object. After the check valve reaches the hole bottom, if the check valve is further pushed in, the thin hole bottom is broken by the check valve and opened.

逆止弁が孔底を容易に破断できるようにするために逆止弁先端には突起部を備えた破断金具を取付けておくのが望ましい。図3(A)(B)は、その一例を示すもので、鋼管を斜めに切断した破断金具11を逆止弁9に取付けたものであり、図4(A)(B)は、別の例を示すもので、鋼管内に断面十字形の鋼製の芯12を固着し、芯12の一端を山形状に形成した破断金具11を逆止弁9に取付けたものである。図5(A)(B)は、更に別の例を示すもので、斜めに切断した鋼管内に一端を山形状に形成した芯12を固着した破断金具11を逆止弁9に取付けたものである。図中、8は逆止弁9に取着され、埋設物周壁に開けられた孔内周面との間をシールし、埋設物周壁の内外を隔離するためのパッキン材を示す。   In order for the check valve to easily break the bottom of the hole, it is desirable to attach a fracture fitting provided with a protrusion at the tip of the check valve. FIGS. 3 (A) and 3 (B) show an example, in which a fractured fitting 11 obtained by obliquely cutting a steel pipe is attached to a check valve 9, and FIGS. 4 (A) and 4 (B) are different from each other. As an example, a steel core 12 having a cross-shaped cross section is fixed in a steel pipe, and a fracture fitting 11 in which one end of the core 12 is formed in a mountain shape is attached to a check valve 9. FIGS. 5 (A) and 5 (B) show still another example, in which a break metal fitting 11 having a core 12 having one end formed in a mountain shape is fixed to a check valve 9 in a steel pipe cut obliquely. It is. In the figure, reference numeral 8 denotes a packing material which is attached to the check valve 9 and seals between the inner peripheral surface of the hole formed in the peripheral wall of the embedded object and isolates the inside and outside of the peripheral wall of the embedded object.

上述する逆止弁が埋設物外周に達するまで押込まれると、送り機構を停止し、後退させる。逆止弁が弁挿入治具に装着されていない場合はもとよりのこと、装着されている場合でも、装着は緩いため弁挿入治具を後退させても逆止弁は、孔内周面との摩擦抵抗によりそのまま孔の中に残り、弁挿入治具と共に後退することはない。また逆止弁の押込み量も前述したコアビットと同様、弁挿入治具の挿入度合を目視により、或いはモニターにより表示されたスライドブロックの送り量から判断される。以上のようにして埋設物内にスライドポールを横向きにして固定したのち、ベースを回動操作してコアドリル、コア取出し治具、或いは弁挿入治具への切換えを行い、コアドリルによる埋設物周壁への孔開け、コア取出し治具によるコアの破断と抜き取り、弁挿入治具による逆止弁への取付けを順に行って埋設物周壁への逆止弁の取付けが行われる。   When the check valve described above is pushed in until the outer periphery of the buried object is reached, the feed mechanism is stopped and retracted. If the check valve is not attached to the valve insertion jig, the check valve will not be in contact with the inner peripheral surface of the hole. It remains in the hole as it is due to the frictional resistance and does not move backward with the valve insertion jig. In addition, the check valve push-in amount is also determined from the slide block feed amount displayed visually or by the monitor in the same manner as the core bit described above. After fixing the slide pole sideways in the buried object as described above, the base is rotated to switch to the core drill, core removal jig, or valve insertion jig, and to the buried peripheral wall by the core drill. The check valve is attached to the peripheral wall of the buried object by sequentially drilling the core, breaking and extracting the core with the core take-out jig, and attaching to the check valve with the valve insertion jig.

請求項5に係る発明によると、スライドポールを埋設物内に固定したのち、逆止弁を弁挿入治具に取付けておけば、前述する孔開けから逆止弁取付けまでの一連の作業を自動的に行うことができる。   According to the invention of claim 5, after the slide pole is fixed in the buried object, if the check valve is attached to the valve insertion jig, the series of operations from the above-described drilling to the check valve attachment is automatically performed. Can be done automatically.

以下、本発明の実施形態について図面により説明する。
図6は、埋設物としてのマンホール21内に取付けた本発明に係る逆止弁取付け装置の全体構成を示す正面図であり、図7は同装置の底面図で、弁取付装置は、スライドポール22と、該スライドポール22にスライド可能に装着されるスライドブロック23と、該スライドブロック23にスライドポール22と直交する軸線の周りを旋回可能に支持されるベース24と、該ベース24に周方向に等間隔で前記軸線より放射状をなして取付けられるコアドリル25、コア取出し治具26及び弁挿入治具27の基本構成よりなっており、以下、これらについて順に詳述する。
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
FIG. 6 is a front view showing the entire configuration of the check valve mounting device according to the present invention mounted in a manhole 21 as an embedded object, FIG. 7 is a bottom view of the same device, and the valve mounting device is a slide pole. 22, a slide block 23 slidably mounted on the slide pole 22, a base 24 supported by the slide block 23 so as to be pivotable about an axis perpendicular to the slide pole 22, and a circumferential direction on the base 24 The core drill 25, the core removal jig 26, and the valve insertion jig 27 that are attached at regular intervals radially from the axis line are described in detail below.

スライドボール22は、一端にピン状の押当て部材221を固定すると共に、他端にスライドポール22を固定するための固定手段としてのジャッキ222を取付け、長手方向にはラック223を添設している。そしてスライドブロック23が後退して所定位置に達したときONとなって後述のコントローラに出力するリミットスイッチ(図示しない)を有している。マンホール21に逆止弁を取付けるときには、スライドポール22を直径方向に向け、一端の押当て部材221をマンホール周壁に当て、他端のジャッキ222をハンドルの回動操作により伸ばして対向するマンホール周壁に押付け固定する。   The slide ball 22 has a pin-like pressing member 221 fixed to one end, a jack 222 as a fixing means for fixing the slide pole 22 to the other end, and a rack 223 attached in the longitudinal direction. Yes. When the slide block 23 moves backward and reaches a predetermined position, it has a limit switch (not shown) which is turned on and output to a controller which will be described later. When the check valve is attached to the manhole 21, the slide pole 22 is directed in the diametrical direction, the pressing member 221 at one end is applied to the manhole peripheral wall, and the jack 222 at the other end is extended by the turning operation of the handle to the opposing manhole peripheral wall. Press and fix.

スライドブロック23は、前記スライドポール22に添設されるラック223と噛合し、ラック223と共に送り機構を構成するピニオン(図示しない)及び該ピニオン駆動用のモータ231と、該モータ231の回転数を読取り、スライドブロック23の送り量を読取る読取り手段としてのエンコーダ(図示しない)と、下端のフランジ232とを有し、携帯用の図示しないコントローラがエンコーダからの出力によりスライドブロック23の送り量を演算し、併設されるモニター(図示しない)に送り量を表示するようになっている。   The slide block 23 meshes with a rack 223 attached to the slide pole 22 and, together with the rack 223, forms a feed mechanism (not shown), a motor 231 for driving the pinion, and the rotational speed of the motor 231. It has an encoder (not shown) as reading means for reading and reading the feed amount of the slide block 23 and a flange 232 at the lower end, and a portable controller (not shown) calculates the feed amount of the slide block 23 based on the output from the encoder. The feed amount is displayed on a monitor (not shown).

スライドブロック23に旋回可能に支持されるベース24には、対向する周縁の2か所にピン差込部243が突設され、各ピン差込部243にはピン差込孔241が径を異にして形成される一方、ベース24に接合するスライドブロック23のフランジ232周縁には、図8に示すように前記ピン差込孔241と同径をなす各内周上に周方向に等間隔でコアドリル25のコアビット251、コア取出し治具26或いは弁挿入治具27を位置決め固定するためのピン差込孔233が3か所ずつ形成され、径大の内周上に位置するピン差込み孔233、241は例えば、マンホール21に固定したスライドポール22の右側に逆止弁9を固定するために使用され、径小の内周上に位置するピン差込み孔233、241は例えばスライドボール22の左側に逆止弁9を固定するために使用される。そしてベース24を旋回して所要のピン差込み孔241とピン差込み孔231が合致したとき、図9に示すように両孔231、241と共に、第2の固定手段を構成する頭付きピン242を両孔233、241に差込んで、コアビット251、コア取出し治具26或いは弁挿入治具27を位置決めし固定できるようになっている。固定を解除するときには、両孔233、241のうち、少なくともピン差込み孔241よりピン242を引出す。   The base 24 that is pivotally supported by the slide block 23 is provided with pin insertion portions 243 projecting at two opposite peripheral edges, and each pin insertion portion 243 has a pin insertion hole 241 having a different diameter. On the other hand, at the periphery of the flange 232 of the slide block 23 to be joined to the base 24, as shown in FIG. 8, the inner circumference having the same diameter as the pin insertion hole 241 is equally spaced in the circumferential direction. Three pin insertion holes 233 for positioning and fixing the core bit 251 of the core drill 25, the core take-out jig 26 or the valve insertion jig 27 are formed, and the pin insertion holes 233 located on the inner circumference having a large diameter, For example, 241 is used to fix the check valve 9 on the right side of the slide pole 22 fixed to the manhole 21, and the pin insertion holes 233 and 241 positioned on the inner periphery with a small diameter are, for example, the slide ball 22. It is used to secure the check valve 9 on the left. Then, when the required pin insertion hole 241 and the pin insertion hole 231 coincide with each other by turning the base 24, both the headed pins 242 constituting the second fixing means are installed together with the holes 231 and 241 as shown in FIG. The core bit 251, the core removal jig 26 or the valve insertion jig 27 can be positioned and fixed by being inserted into the holes 233 and 241. When releasing the fixation, the pin 242 is pulled out from at least the pin insertion hole 241 of both the holes 233 and 241.

コアドリル25は、既知のものと同様、コアビット251とコアビット駆動用のモータ252よりなっており、該モータ252は、起動及び停止が前記コントローラにより制御されるようになっている。   The core drill 25 is composed of a core bit 251 and a core bit driving motor 252 as well as known ones, and the motor 252 is controlled by the controller to start and stop.

コア取出し治具26は、図10に示すように、先端の環状部分261と、上半分を開口した破断半円形部分262と、該半円形部分262を軸心においてベース24に連結するロッド263とよりなり、環状部分261には周方向に等間隔で内向きをなして後下がりに傾斜する係止部としての爪片264が形成されている。そして断面半円形部分262の内側中央部には、後方に向かって漸次高く突出する突出部265が突出形成されている。   As shown in FIG. 10, the core removal jig 26 includes an annular portion 261 at the tip, a broken semicircular portion 262 having an upper half opened, and a rod 263 that connects the semicircular portion 262 to the base 24 at the axial center. Further, the annular portion 261 is formed with a claw piece 264 as an engaging portion that is inwardly spaced at an equal interval in the circumferential direction and is inclined downward. A protruding portion 265 that protrudes gradually higher toward the rear is formed at the inner central portion of the semicircular section 262 in a protruding manner.

弁挿入治具27は、コアを抜き取った孔に前述の図1〜図5(A)(B)に例示した逆止弁9を押込むためのもので、逆止弁9の取外しが容易に行える程度に逆止弁9が嵌着できるようになっていてもよい。   The valve insertion jig 27 is for pushing the check valve 9 illustrated in FIGS. 1 to 5A and 5B into the hole from which the core has been removed, and the check valve 9 can be easily removed. Alternatively, the check valve 9 may be fitted.

本装置は以上のように構成され、マンホール周壁への逆止弁9の取付けは次のようにして行われる。   This apparatus is configured as described above, and the check valve 9 is attached to the manhole peripheral wall as follows.

先ず、スライドポール22を逆止弁取付位置より若干上方に位置するマンホール21の直径方向に向け、前述するようにジャッキ222のハンドルを回動操作して押当て部材221とジャッキ222をマンホール周壁15に押し当て、これによりスライドポール22をマンホール21の直径方向に突っ張った状態で固定する。次に例えばコアドリル25、コア取出し治具26或いは弁挿入治具27を掴んでベース24を旋回操作し、コアビット251をマンホール周壁15の穿孔箇所に向けてフランジ周縁の径大の円周上に形成されるピン差込み孔233をベース24の周縁に突出形成されるピン差込部243に形成される径大のピン差込み孔241に合致させ、両孔233、241にピン242を差込んでベース24を固定する。この状態でコアビット251の向きは、スライドポール22の軸線と合致する。ベース固定後、図示しないコントローラの押しボタン或いはスイッチ操作によりピニオン駆動用のモータ231及びコアビット駆動用のモータ252を起動し、コアビット251を一定量ずつ送って前進させながら回転駆動させてマンホール周壁15に当て穿孔を開始する。コアビット251の送り量はコントローラに併設されるモニターに表示され、表示されたこの送り量を監視して作業者はマンホール周壁15への切込みがマンホール周壁15の肉厚の例えば85〜90%に達したと判断すると、コントローラの押しボタン或いはスイッチ操作によりモータ231を逆回転させて後退させる。コアビット251がマンホール周壁15より抜け出したのち更に後退し、スライドブロック23が図示しないリミットスイッチをONにすると、コントローラからの出力によりピニオン駆動用のモータ231及びコアビット駆動用のモータ252の駆動が停止される。   First, the slide pole 22 is directed in the diameter direction of the manhole 21 located slightly above the check valve mounting position, and the handle of the jack 222 is rotated as described above to connect the pressing member 221 and the jack 222 to the manhole peripheral wall 15. And the slide pole 22 is fixed in a state of being stretched in the diameter direction of the manhole 21. Next, for example, the core drill 25, the core take-out jig 26 or the valve insertion jig 27 is grasped, and the base 24 is turned, and the core bit 251 is formed on the circumference of the flange with a large diameter toward the perforated portion of the manhole peripheral wall 15. The pin insertion hole 233 to be fitted is matched with the large-diameter pin insertion hole 241 formed in the pin insertion portion 243 that protrudes from the peripheral edge of the base 24, and the pin 242 is inserted into both the holes 233 and 241 so that the base 24 To fix. In this state, the orientation of the core bit 251 matches the axis of the slide pole 22. After the base is fixed, the pinion driving motor 231 and the core bit driving motor 252 are activated by a push button or a switch operation of a controller (not shown), and the core bit 251 is sent by a predetermined amount to be rotated and driven to move to the manhole peripheral wall 15. Start hitting. The feed amount of the core bit 251 is displayed on a monitor attached to the controller, and by monitoring this feed amount displayed, the worker cuts into the manhole peripheral wall 15 and reaches, for example, 85 to 90% of the wall thickness of the manhole peripheral wall 15. If it is judged that the motor 231 is reversely rotated by a push button or a switch operation of the controller, the motor 231 is moved backward. When the core bit 251 is further retracted after coming out of the manhole peripheral wall 15 and the slide block 23 turns on a limit switch (not shown), the drive of the pinion driving motor 231 and the core bit driving motor 252 is stopped by the output from the controller. The

次にピン242を両孔233、241より外してベース24を1/3回転ほど旋回操作し、コア取出し治具26を穿孔箇所に向けてフランジ周縁に形成されるピン差込み孔233をベース24の周縁に突出形成されたピン差込部243のピン差込み孔241に合致させ、ピン242を両孔233、241に差込んでベース24を固定する。この状態でコア取出し治具26の向きはスライドポール22の軸線と合致する。ベース24の固定に際しては、ピン242をベース周縁のピン差込部243に形成されるピン差込み孔241のみより外し、ピン差込み孔233には差込んだままの状態にしておいてもよい。この場合、両孔233、241が合致したとき、ピン242が自重により降下してピン差込み孔241に差込まれるようになる。   Next, the pin 242 is removed from both the holes 233 and 241 and the base 24 is turned by about 1/3 of a turn so that the core removal jig 26 is directed to the drilled portion and the pin insertion hole 233 formed on the peripheral edge of the flange is The base 24 is fixed by inserting the pin 242 into both the holes 233 and 241 so as to match with the pin insertion hole 241 of the pin insertion portion 243 projectingly formed at the periphery. In this state, the orientation of the core take-out jig 26 coincides with the axis of the slide pole 22. When the base 24 is fixed, the pin 242 may be removed from only the pin insertion hole 241 formed in the pin insertion portion 243 on the peripheral edge of the base and may be left inserted into the pin insertion hole 233. In this case, when both holes 233 and 241 are matched, the pin 242 is lowered by its own weight and inserted into the pin insertion hole 241.

ベース24の固定に際してはまた、ベース24側のピン差込み孔241をフランジ側のピン差込み孔233に対応して複数形成し、ピン242を2又は3個、各孔233及び241に差込んでベース24を固定するようにしてもよい。   When the base 24 is fixed, a plurality of pin insertion holes 241 on the base 24 side are formed corresponding to the pin insertion holes 233 on the flange side, and two or three pins 242 are inserted into the holes 233 and 241 to form the base. 24 may be fixed.

ベース固定後、コントロールの押しボタン或いはスイッチ操作によりピニオン駆動用モータ231を起動し、コア取出し治具26を前進させてコアビット251が抜け出したあとに形成されるマンホール周壁15の環状溝14に押し込む(図11)。コア取出し治具26が環状溝14の最奥付近まで押込まれると、コア12がコア取出し治具26の突出部265により矢印方向に押込まれて根元から破断する(図12)。そしてコア取出し治具26が環状溝14の最奥まで達して後退すると、環状部分261の爪片264で保持されたコア12がコア取出し治具26と共に引出される(図13)。なお、前述のコントローラには、切込み時に押しボタン或いはスイッチ操作がされるまでの送り量、すなわちマンホール周壁への切込みが完了するまでの送り量が記憶されており、コア取出し治具26の環状溝14への押込みは、取出し治具26の送り量が記憶されたコアビット251の送り量に達するまで行われ、記憶された送り量に達すると、ピニオン駆動用モータ231が逆転され、コア取出し治具26が後退するようになっている。コア取出し治具26の後退は、スライドブロック23が前述の図示しないリミットスイッチをONにするまで行われ、該リミットスイッチがONになると、ピニオン駆動用モータ231が停止する。   After fixing the base, the pinion drive motor 231 is activated by a control push button or switch operation, and the core take-out jig 26 is advanced to push the core bit 251 into the annular groove 14 of the peripheral wall 15 formed after the core bit 251 comes out (see FIG. FIG. 11). When the core take-out jig 26 is pushed to the vicinity of the innermost part of the annular groove 14, the core 12 is pushed in the direction of the arrow by the protruding portion 265 of the core take-out jig 26 and is broken from the root (FIG. 12). When the core removal jig 26 reaches the innermost part of the annular groove 14 and moves backward, the core 12 held by the claw piece 264 of the annular portion 261 is pulled out together with the core removal jig 26 (FIG. 13). The controller stores the feed amount until the push button or switch is operated at the time of cutting, that is, the feed amount until the cutting into the manhole peripheral wall is completed, and the annular groove of the core removal jig 26 is stored. 14 is carried out until the feed amount of the take-out jig 26 reaches the stored feed amount of the core bit 251. When the stored feed amount is reached, the pinion drive motor 231 is reversed, and the core take-out jig 26 is set to retreat. The core take-out jig 26 is retracted until the slide block 23 turns on the limit switch (not shown). When the limit switch is turned on, the pinion drive motor 231 stops.

その後、ピン242を両孔233、241のうち、少なくともベース24のピン差込み部243に形成されるピン差込み孔241より外した状態でベース24を1/3回転逆向きに旋回操作し、コアビット251をコア12を抜き取った後にマンホール周壁15に形成される孔13に向け、両孔233、241を合せてピン242を両孔233、241に差込み、ベース24を位置決めし固定する。そして再度コアドリル25の押しボタン或いはスイッチを操作してピニオン駆動用モータ231及びコアビット駆動用モータ252を起動し、コアビット251を前進させて孔13に挿入し、孔底のマンホール周壁への切込みを再開する。この切込みは、モニターの送り量表示を監視しながら行われ、切込みがマンホール周壁の肉厚の5%程度を残す程度まで行われたと判断すると、押しボタン或いはスイッチ操作によりピニオン駆動用のモータ231を逆回転させて後退させる。そして後退時に前述したようにリミットスイッチがONにされると、ピニオン駆動用のモータ231の駆動が停止される。図14は、マンホール周壁に形成された孔13の底孔に切込み16が入れられた状態を示している。   Thereafter, the base 24 is swiveled in the reverse direction by 1/3 rotation with the pin 242 removed from at least the pin insertion hole 241 formed in the pin insertion portion 243 of the base 24 among the holes 233 and 241, and the core bit 251. After the core 12 is pulled out, the holes 233 and 241 are aligned with the holes 233 and 241 toward the holes 13 formed in the manhole peripheral wall 15, and the base 24 is positioned and fixed. Then, the push button or switch of the core drill 25 is operated again to start the pinion drive motor 231 and the core bit drive motor 252, the core bit 251 is advanced and inserted into the hole 13, and the cut into the manhole peripheral wall at the hole bottom is resumed. To do. This cutting is performed while monitoring the feed amount display of the monitor, and if it is determined that the cutting has been performed to the extent that about 5% of the wall thickness of the manhole is left, the motor 231 for driving the pinion is operated by a push button or switch operation. Reverse to reverse. When the limit switch is turned on during the reverse operation, the driving of the pinion driving motor 231 is stopped. FIG. 14 shows a state in which a cut 16 is made in the bottom hole of the hole 13 formed in the peripheral wall of the manhole.

次にピン242の抜き差しによりベース24を1/3回転ほど旋回操作して弁挿入治具27をマンホール周壁15に形成された孔13に向け位置決め固定する。ついで図4(A)(B)に示される逆止弁9を孔13の入口に押込むため、或いは弁挿入治具27に嵌着したのち、コントローラの押しボタン或いはスイッチ操作によりピニオン駆動用モータ231を起動し、弁挿入治具27を前進させて逆止弁9を孔13内に押込む。押込みはモニターの送り量を監視しながら弁挿入治具27がマンホール周壁15に達したと判断するまで行われ、達したと判断すると、ピニオン駆動用モータ231を逆転させ、弁挿入治具27を後退させる。弁挿入治具27の後退は前述したと同様、スライドブロック23がリミットスイッチをONにするまで行われ、リミットスイッチがONになると、ピニオン駆動用モータ231が停止する。なお、破断金具11を含めた逆止弁9の長さは、マンホール周壁15の肉厚より若干長く形成されているため、弁挿入治具27がマンホール周壁に達すると、逆止弁9の先端が孔底の底壁を押し破って破断させる(図15)。そしてこの状態で逆止弁9がマンホール周壁15に取付けられる。   Next, the base 24 is turned about 1/3 of a turn by inserting and removing the pin 242 to position and fix the valve insertion jig 27 toward the hole 13 formed in the peripheral wall 15 of the manhole. Next, in order to push the check valve 9 shown in FIGS. 4 (A) and 4 (B) into the inlet of the hole 13 or to be fitted into the valve insertion jig 27, a pinion drive motor is operated by a push button or a switch operation of the controller. 231 is activated, the valve insertion jig 27 is advanced, and the check valve 9 is pushed into the hole 13. The pushing operation is performed until it is determined that the valve insertion jig 27 has reached the manhole peripheral wall 15 while monitoring the feed amount of the monitor. When it is determined that the valve insertion jig 27 has reached, the pinion drive motor 231 is reversed and the valve insertion jig 27 is moved. Retreat. As described above, the valve insertion jig 27 is retracted until the slide block 23 turns on the limit switch. When the limit switch is turned on, the pinion drive motor 231 stops. Note that the length of the check valve 9 including the broken metal fitting 11 is slightly longer than the wall thickness of the manhole peripheral wall 15, so that when the valve insertion jig 27 reaches the manhole peripheral wall, the tip of the check valve 9 is formed. Breaks through the bottom wall of the hole bottom (FIG. 15). In this state, the check valve 9 is attached to the manhole peripheral wall 15.

以上は、図6及び図7に示すスライドボール22の右側のマンホール周壁15に逆止弁9を取付ける例について示したが、スライドボール左側のマンホール周壁15に逆止弁9を取付けるときも、前記と同様の手順によって行われる。この場合、フランジ周縁に形成されるピン差込み孔233、ベース周縁に突出形成されるピン差込み部243のピン差込み孔241のうち、径小の円周上に位置する3か所のピン差込み孔233、241が用いられ、コアドリル25、コア取出し治具26及び弁挿入治具27の位置決め固定が同様にして行われる。   The above is an example in which the check valve 9 is attached to the manhole peripheral wall 15 on the right side of the slide ball 22 shown in FIGS. 6 and 7, but when the check valve 9 is attached to the manhole peripheral wall 15 on the left side of the slide ball, The same procedure is performed. In this case, among the pin insertion holes 233 formed on the peripheral edge of the flange and the pin insertion holes 241 of the pin insertion portion 243 formed protruding on the peripheral edge of the base, three pin insertion holes 233 located on the circumference having a small diameter. 241 and 241 are used, and the core drill 25, the core removal jig 26, and the valve insertion jig 27 are positioned and fixed in the same manner.

以上の作業は、逆止弁9の取付けにピン242の抜き差しやベース24の旋回操作、コントローラにおける押しボタンやスイッチ操作など各種の作業者による作業を必要とするが、これらの作業を自動化することもできる。以下はその一例を示すもので、上述する装置において、モータを駆動源としてベース24を旋回させるベース24の旋回機構と、該旋回機構のモータの負荷を検出してコントローラ18に出力する図示しないセンサーを設ける一方、ベース24に図16に示すようにスライドブロック23のフランジ232に向かって進退可能な一対のピン246を径を異にして設けると共に、各ピン246には、該ピン246をフランジ232に向かって突出するように付勢し、前記ピン246と共に第2の固定手段を構成するコイルバネ244と、前記コントローラからの出力により励磁され、ピン243をコイルバネ244の作用に抗してベース24内に引っ込める解除手段を構成するソレノイド245を設け、ソレノイド245が励磁されないときには、ピン246がコイルバネ244の作用によりベース24より突出してフランジ232に形成されるピン差込み孔233に嵌合し、これによりベース24をスライドブロック23のフランジ232に連結し、固定するようになっているものである。   The above work requires work by various workers such as inserting and removing the pin 242 and turning the base 24 and operating the push button and switch in the controller to mount the check valve 9, but these work should be automated. You can also. The following is an example. In the apparatus described above, a turning mechanism of the base 24 that turns the base 24 using a motor as a drive source, and a sensor (not shown) that detects the motor load of the turning mechanism and outputs it to the controller 18. 16, a pair of pins 246 that can be advanced and retracted toward the flange 232 of the slide block 23 with different diameters are provided on the base 24 as shown in FIG. 16, and each pin 246 is provided with the pin 246 on the flange 232. The coil spring 244 that constitutes the second fixing means together with the pin 246 is excited by the output from the controller, and the pin 243 is resisted against the action of the coil spring 244 to be within the base 24. When a solenoid 245 that constitutes a releasing means that is retracted is provided, and the solenoid 245 is not excited The pin 246 protrudes from the base 24 by the action of the coil spring 244 and fits into a pin insertion hole 233 formed in the flange 232, whereby the base 24 is connected to the flange 232 of the slide block 23 and fixed. It is what.

図17は、前述のコントローラを含むブロック図を示すもので、コントローラ18は記憶部181と、演算部182と、比較部183と制御部184からなって全体がマイコンより構成され、記憶部181には逆止弁取付けのプログラムのほか、マンホール21の内径、マンホール周壁15の肉厚、台221からリミットスイッチ185までの距離、マンホール周壁15の切込み量、逆止弁9の長さ等の入力されたデータが記憶され、また前述したようにコアビット251により切込まれたときのスライドブロック23の送り量が記憶されるようになっている。コントローラ18はまた、各種データや逆止弁取付の進行状況を表示する液晶ディスプレイよりなるモニター19を有している。   FIG. 17 is a block diagram including the above-described controller. The controller 18 includes a storage unit 181, a calculation unit 182, a comparison unit 183, and a control unit 184. In addition to the check valve installation program, the inner diameter of the manhole 21, the wall thickness of the manhole peripheral wall 15, the distance from the base 221 to the limit switch 185, the cut amount of the manhole peripheral wall 15, the length of the check valve 9, etc. are input. Further, as described above, the feed amount of the slide block 23 when it is cut by the core bit 251 is stored. The controller 18 also has a monitor 19 composed of a liquid crystal display for displaying various data and the progress of check valve installation.

演算部182は、ピニオン駆動用モータ231の回転数を読取るエンコーダ185からの出力によりスライドブロック23の送り量と、この送り量からマンホール周壁15の切込み量を演算する機能を有している。   The calculation unit 182 has a function of calculating the feed amount of the slide block 23 and the cut amount of the manhole peripheral wall 15 from the feed amount based on the output from the encoder 185 that reads the rotational speed of the pinion drive motor 231.

比較部183は、演算部182で算出されたマンホール周壁15の切込み量と設定された切込み量を比較し、一致したとき、またセンサーによって検出された旋回用機構のモータの負荷がしきい値に達したとき、制御部184に出力するようになっている。   The comparison unit 183 compares the cut amount of the manhole peripheral wall 15 calculated by the calculation unit 182 with the set cut amount, and when they match, the load of the motor of the turning mechanism detected by the sensor becomes the threshold value. When it reaches, it outputs to the control part 184.

制御部184は、比較部183、リミットスイッチ185、旋回機構のモータの負荷を検出するセンサーからの出力によりピニオン駆動用モータ231、コアビット駆動用モータ252、ソレノイド245等を制御し、モニター19に各種データや逆止弁取付けの進行状況を表示させるようになっている。   The control unit 184 controls the pinion drive motor 231, the core bit drive motor 252, the solenoid 245, and the like based on outputs from the comparison unit 183, the limit switch 185, and the sensor that detects the load of the motor of the turning mechanism. Data and check valve installation progress are displayed.

次に、この装置による逆止弁取付方法の一例について図18のフローチャートに基づいて説明する。   Next, an example of a check valve mounting method using this apparatus will be described based on the flowchart of FIG.

先ず、マンホール21内に前述するようにしてスライドポール22を直径方向に固定すると共に、マンホール21の内径、マンホール周壁15の肉厚、押当て部材221からリミットスイッチ185までの距離、マンホール周壁15への切込み量、逆止弁9の長さ、逆止弁9の取付位置、すなわちスライドポール22の右側に取付けるのか左側に取付けるのか(これにより径小又は径大の円周上に位置するピン243がバネ244の作用に抗してベース内に引っ込められ、不作動状態にされる)等のデータをキーボード等によりコントローラ18に入力しておく。また弁挿入治具27に逆止弁9を取付け、コアドリル25の向きをスライドポール22の軸線と一致するようにセットする。   First, the slide pole 22 is fixed in the diameter direction in the manhole 21 as described above, the inner diameter of the manhole 21, the thickness of the manhole peripheral wall 15, the distance from the pressing member 221 to the limit switch 185, and the manhole peripheral wall 15 , The length of the check valve 9, the mounting position of the check valve 9, that is, whether it is mounted on the right side or the left side of the slide pole 22 (the pin 243 positioned on the circumference of the small or large diameter thereby) Is retracted into the base against the action of the spring 244 and is inactivated) and the like is input to the controller 18 using a keyboard or the like. Further, the check valve 9 is attached to the valve insertion jig 27, and the direction of the core drill 25 is set so as to coincide with the axis of the slide pole 22.

次にコントローラ18の起動スイッチ186をONにし、逆止弁取付作業を開始する(S1)。すると、ピニオン駆動用のモータ231及びコアビット駆動用のモータ252が起動し、コアビット251が回転しながら前進してマンホール周壁15に達し、マンホール周壁15の切込みを開始する(S2)。コアビット251、すなわちスライドブック23の送り量は、前述するように読取り手段としてのエンコーダで読取ったピニオン駆動用モータ231の回転数から演算部182が演算し、マンホール周壁15への切込みを算出する。そして比較部183でマンホール周壁15への切込み量と、設定された切込み量、例えば周壁の肉厚の90%に相当する量とを比較し、設定切込み量に達すると(S3)、ピニオン駆動用のモータ231を逆回転させて後退させる(S4)。後退時にリミットスイッチ185がONになると(S5)、コントローラ18からの出力により、ピニオン駆動用モータ231が停止すると共に、ソレノイド245が励磁され(S6)、ピン243がコイルバネの作用に抗してベース24内に引っ込む。そしてベース旋回用モータを起動し、ベース24を旋回させる(S7)。ベース24の旋回と同時にソレノイド245の励磁が解消され、ピン243はバネ244の作用により突出しようとするが、スライドブロック23のフランジ周縁に押えられた状態にある。ベース24が1/3回転し、ピン243がフランジ周縁に形成されるピン差込み孔233がピン243に合致すると、該ピン243がピン差込み孔233に嵌合し、これによりベース24が位置決め固定されてコア取出し治具26へ切換えられる。ベース24が固定されるに伴いまた、旋回用モータの負荷が上昇し、しきい値を超えると(S8)、旋回用モータが停止し、かつピニオン駆動用モータ231が起動して(S9)、コア取出し治具26が前進する(S10)。そして前記切込み量と一致するまで前進すると(S11)、ピニオン駆動用モータ231が逆回転し、コア取出し治具26が後退する(S12)。以上のようなコア取出し治具26の進退により、前述するようにコア12が根元から破断し、引出される。   Next, the start switch 186 of the controller 18 is turned ON, and the check valve mounting work is started (S1). Then, the pinion driving motor 231 and the core bit driving motor 252 are activated, the core bit 251 advances while rotating, reaches the manhole peripheral wall 15, and starts cutting the manhole peripheral wall 15 (S2). The feeding amount of the core bit 251, that is, the slide book 23 is calculated by the calculation unit 182 from the rotation number of the pinion drive motor 231 read by the encoder as the reading unit as described above, and the cut into the manhole peripheral wall 15 is calculated. Then, the comparison unit 183 compares the cut amount into the manhole peripheral wall 15 with a set cut amount, for example, an amount corresponding to 90% of the wall thickness of the peripheral wall. When the set cut amount is reached (S3), the pinion drive The motor 231 is reversely rotated to move backward (S4). When the limit switch 185 is turned on during reverse (S5), the pinion drive motor 231 is stopped by the output from the controller 18 and the solenoid 245 is excited (S6), and the pin 243 resists the action of the coil spring. Retract into 24. Then, the base turning motor is activated to turn the base 24 (S7). Simultaneously with the turning of the base 24, the excitation of the solenoid 245 is canceled, and the pin 243 tries to protrude by the action of the spring 244, but it is held by the flange periphery of the slide block 23. When the base 24 rotates by 1/3 and the pin insertion hole 233 formed on the periphery of the flange matches the pin 243, the pin 243 is fitted into the pin insertion hole 233, whereby the base 24 is positioned and fixed. To the core take-out jig 26. As the base 24 is fixed, when the load of the turning motor increases and exceeds the threshold value (S8), the turning motor stops and the pinion drive motor 231 starts (S9). The core removal jig 26 moves forward (S10). Then, when it moves forward until it matches the cutting depth (S11), the pinion drive motor 231 rotates in the reverse direction, and the core removal jig 26 moves backward (S12). As described above, the core 12 is broken from the root and pulled out by the advancement and retreat of the core take-out jig 26 as described above.

コア取出し治具26、すなわちスライドブロック23が後退してリミットスイッチ185がONになると(S13)、コントローラ18からの出力によりピニオン駆動用モータ231が停止すると共に、ソレノイド245が励磁され(S14)、ピン243はベース24内に引っ込む。そして旋回用モータを起動して逆回転させ、ベース24を逆向きに旋回させる(S15)。ベース24の旋回と同時にソレノイド245の励磁が解消される。ベース24が1/3逆回転すると、ピン243がピン差込み孔233に嵌合し、これによりベース24が位置決め固定されて再度コアドリル25に切換えられる。ベース24の固定に伴い上昇する旋回用モータの負荷がしきい値を越えると(S16)、旋回用モータが停止すると共に、ピニオン駆動用モータ231が起動する(S17)。そしてコアビット251が前進する。コアビット251がコア12の引出された孔13の中を進入し、孔底に達すると、切込みが再開される(S18)。切込みが設定量、例えばマンホール周壁の肉厚の5%に相当する量(周壁の内周面から95%の肉厚に相当する量)に達すると(S19)、サブルーチンaが繰返される。すなわちコアビット251が後退し(S4)、リミットスイッチ185がONになると(S5)、ピニオン駆動用モータ231が停止し、かつソレノイド245が励磁されて(S6)、ベース24が旋回可能となる。ついでベース旋回用モータ247が起動してベース24を1/3回転させ(これにより弁挿入治具27への切換えが行われる)(S7)、位置決め固定されてピニオン駆動用モータ231が起動する(S8、S9)。ピニオン駆動用モータ231の起動により先端に逆止弁を取付けた弁挿入治具27が前進し(S20)、設定量に達すると(S21)、後退する(S22)。後退時には逆止弁は、周壁との摩擦抵抗によって弁挿入治具27より抜け出して孔13内に保持される。弁挿入治具27が後退してリミットスイッチ185がONになると(S23)、ピニオン駆動用モータ231が停止する(S24)。以上のようにしてマンホール周壁への逆止弁の取付けが自動的に行われる。   When the core removal jig 26, that is, the slide block 23 is retracted and the limit switch 185 is turned on (S13), the pinion drive motor 231 is stopped by the output from the controller 18 and the solenoid 245 is excited (S14). The pin 243 is retracted into the base 24. Then, the turning motor is activated to reversely rotate, and the base 24 is turned in the reverse direction (S15). Simultaneously with the turning of the base 24, the excitation of the solenoid 245 is canceled. When the base 24 rotates in reverse by 1/3, the pin 243 is fitted into the pin insertion hole 233, whereby the base 24 is positioned and fixed and switched to the core drill 25 again. When the load of the turning motor that rises as the base 24 is fixed exceeds a threshold value (S16), the turning motor stops and the pinion drive motor 231 is activated (S17). Then, the core bit 251 moves forward. When the core bit 251 enters the drawn hole 13 of the core 12 and reaches the hole bottom, the cutting is resumed (S18). When the depth of cut reaches a set amount, for example, an amount corresponding to 5% of the wall thickness of the manhole peripheral wall (an amount corresponding to a wall thickness of 95% from the inner peripheral surface of the peripheral wall) (S19), the subroutine a is repeated. That is, when the core bit 251 is retracted (S4) and the limit switch 185 is turned ON (S5), the pinion drive motor 231 is stopped and the solenoid 245 is excited (S6), and the base 24 can turn. Next, the base turning motor 247 is activated to rotate the base 24 by 1/3 (by this, switching to the valve insertion jig 27 is performed) (S7), the positioning is fixed and the pinion driving motor 231 is activated (S7). S8, S9). When the pinion drive motor 231 is activated, the valve insertion jig 27 with a check valve attached to the tip moves forward (S20), and when it reaches a set amount (S21), it moves backward (S22). At the time of retreat, the check valve comes out of the valve insertion jig 27 by the frictional resistance with the peripheral wall and is held in the hole 13. When the valve insertion jig 27 is retracted and the limit switch 185 is turned on (S23), the pinion drive motor 231 is stopped (S24). As described above, the check valve is automatically attached to the peripheral wall of the manhole.

本発明で用いる逆止弁の一例を示す断面図。Sectional drawing which shows an example of the non-return valve used by this invention. 逆止弁の別の例の断面図。Sectional drawing of another example of a non-return valve. 破断金具を取付けた逆止弁を示す図。The figure which shows the non-return valve which attached the fracture | rupture metal fittings. 別の態様の破断金具を取付けた逆止弁を示す図。The figure which shows the non-return valve which attached the fracture | rupture metal fitting of another aspect. 更に別の態様の破断金具を取付けた逆止弁を示す図The figure which shows the non-return valve which attached the fracture | rupture metal fitting of another aspect. マンホールに取付けた本発明に係る逆止弁取付装置の正面図。The front view of the non-return valve attachment apparatus which concerns on this invention attached to the manhole. 同底面図Bottom view ピン差込孔の配置を示す図。The figure which shows arrangement | positioning of a pin insertion hole. ピンによる固定状態を示す断面図。Sectional drawing which shows the fixed state by a pin. コア取出し治具の断面図。Sectional drawing of a core removal jig | tool. コア取出し治具を環状溝に押込むときの状態を示す図。The figure which shows a state when pushing a core extraction jig | tool into an annular groove. コアが破断されたときの状態を示す断面図。Sectional drawing which shows a state when a core is fractured | ruptured. コアが引出されたときの状態を示す図。The figure which shows a state when a core is pulled out. コアビットで再度切り込みを入れたのち、コアビットを抜き出した孔の断面図。Sectional drawing of the hole which cut out the core bit after making a cut again with a core bit. 孔底を破断した状態を示す断面図。Sectional drawing which shows the state which fractured | ruptured the hole bottom. ピンを進退させる機構の正面図。The front view of the mechanism which advances and retracts a pin. コントローラのブロック図。The block diagram of a controller. フローチャートflowchart

符号の説明Explanation of symbols

1a・・内筒
1b・・外筒
2、5・・フィルター
3、4、9・・逆止弁
6・・バネ
8・・パッキン材
11・・破断金具
12・・芯
13・・孔
14・・環状溝
15・・マンホール周壁
16・・切込み
17・・コア
21・・マンホール
22・・スライドポール
23・・スライドブロック
24・・ベース
25・・コアドリル
26・・コア取出し治具
27・・弁挿入治具
221・・押当て部材
222・・ジャッキ
223・・ラック
231・・ピニオン駆動用モータ
232・・フランジ
233、241・・ピン差込孔
242、246・・ピン
243・・ピン差込部
244・・コイルバネ
245・・ソレノイド
251・・コアビット
252・・コアビット駆動用モータ
261・・環状部分
262・・半円形部分
263・・ロッド
264・・爪片
265・・突出部
1a..Inner cylinder 1b..Outer cylinder 2,5..Filters 3, 4, 9, ..Check valve 6..Spring 8..Packing material 11..Rupture bracket 12..Core 13..Hole 14. -Annular groove 15-Manhole peripheral wall 16-Cutting 17-Core 21-Manhole 22-Slide pole 23-Slide block 24-Base 25-Core drill 26-Core extraction jig 27-Valve insertion Jig 221 ..Pushing member 222 ..Jack 223 ..Rack 231 ..Pinion drive motor 232 ..Flanges 233, 241 ..Pin insertion holes 242, 246 ..Pin 243. -Coil spring 245-Solenoid 251-Core bit 252-Core bit drive motor 261-Ring portion 262-Semi-circular portion 263-Rod 264-Claw piece 265- Out section

Claims (5)

埋設物の周壁にコアドリルを用いて穿孔作業を行い、前記周壁の肉厚の大半に相当する部分を穿孔したのち穿孔作業を一旦中断し、コアドリルのコアビットを引き出した後、埋設物周壁にコアビットにより形成された環状溝に押込み挿入されるコア取出し治具であって、少なくとも先端部が環状をなして、内側に環状溝で囲まれるコアに係止する係止部を突設すると共に、係止部後方に向かって漸次内側への突出量が増す突出部を設け、コア取出し治具を環状溝に強く押込むと、前記突出部がコアを径方向に押込み、該コアを根元より折って破断し、ついでコア取出し治具を引出すと、係止部で保持されたコアが抜き出されるようにしたことを特徴とするコア取出し治具。   Drilling the peripheral wall of the buried object using a core drill, drilling the part corresponding to the majority of the wall thickness of the peripheral wall, temporarily interrupting the drilling work, pulling out the core bit of the core drill, and then using the core bit on the peripheral wall of the buried object A core take-out jig that is inserted into the formed annular groove, and at least the tip part is annular, and a locking part that locks to the core surrounded by the annular groove is provided on the inside, and is locked. Protrusion that gradually increases the amount of inward protrusion toward the rear of the part, and when the core removal jig is pushed firmly into the annular groove, the protrusion pushes the core in the radial direction and breaks the core from its root Then, when the core removal jig is pulled out, the core held by the locking portion is extracted. 前記係止部が後方に向かって斜めに突出する爪片であることを特徴とする請求項1記載のコア取出し治具。   The core take-out jig according to claim 1, wherein the locking portion is a claw piece projecting obliquely rearward. 後部が断面半円形をなし、前記突出部が断面半円形部分の中間部に形成されることを特徴とする請求項1または2記載のコア取出し治具。   The core take-out jig according to claim 1 or 2, wherein the rear part has a semicircular cross section, and the projecting part is formed at an intermediate part of the semicircular cross section. スライドポールと、該スライドポールを横向きにして埋設物周壁の対向する箇所に取外し可能に固定する固定手段と、前記スライドポールにスライド可能に装着されるスライドブロックと、該スライドブロックをスライドポールに沿って送る送り機構と、前記スライドブロックにスライドポールと直交する軸線の回りを旋回可能に支持されるベースとからなり、該ベースには、マンホール周壁への穿孔を行うコアビットと、該コアビットを回転駆動するモータよりなるコアドリルと、前記コアビットにより形成されたマンホール周壁の環状溝に押込んで引出すことにより、コアを根元より破断して抜き出す前記請求項1〜3記載のコア取出し治具と、該コア取出し治具によりコアを抜き出したのちに形成される孔に逆止弁を押込む弁挿入治具とが前記軸線より放射状をなして取付けられることを特徴とする地下埋設物浮上防止用の逆止弁取付装置。   A slide pole, a fixing means for detachably fixing the slide pole to a position opposite to the embedded peripheral wall, a slide block slidably mounted on the slide pole, and the slide block along the slide pole A feed mechanism, and a base supported by the slide block so as to be pivotable about an axis perpendicular to the slide pole. The base has a core bit for drilling a peripheral wall of the manhole, and the core bit is driven to rotate. The core unloading jig according to claim 1, wherein the core is broken and pulled out from the base by being pushed into and pulled out from an annular groove of a manhole peripheral wall formed by the core bit, and the core unloading jig according to claim 1, and the core unloading jig Valve insertion jig that pushes the check valve into the hole formed after the core is extracted by the jig There check valve mounting device for underground installations floating preventing, characterized in that mounted at an radially from said axis. 送り機構によって送られるスライドブロックの送り量を読取る読取り手段と、ベースを旋回させる旋回手段と、該旋回手段によって旋回されるベースが所定量旋回したときに該ベースを位置決め固定する第2の固定手段と、該第2の固定手段によるベースの固定を解除する解除手段と、前記読取り手段からの入力により送り機構、コアビット駆動用モータ、ベースの旋回機構及び解除手段を制御する制御手段を有することを特徴とする請求項4記載の地下埋設物浮上防止用の逆止弁取付装置。   Reading means for reading the feed amount of the slide block sent by the feed mechanism, turning means for turning the base, and second fixing means for positioning and fixing the base when the base turned by the turning means turns a predetermined amount And a releasing means for releasing the fixing of the base by the second fixing means, and a control means for controlling the feeding mechanism, the core bit driving motor, the turning mechanism of the base and the releasing means by the input from the reading means. The check valve mounting device for preventing underground objects from rising according to claim 4.
JP2005352423A 2005-12-06 2005-12-06 Check valve mounting device to prevent floating of underground objects Active JP4889293B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011153498A (en) * 2010-01-28 2011-08-11 Japan Institute Of Wastewater Engineering Technology Device for mounting water collecting pipe and method of mounting the same using the device in floating-preventing structure for underground construction

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55113793A (en) * 1979-02-16 1980-09-02 Ciba Geigy Ag Aza cyclic *thio*ureidoacetyl compound
JPS61106889A (en) * 1984-10-27 1986-05-24 清水建設株式会社 Core take-out apparatus
JPH0227813A (en) * 1988-07-18 1990-01-30 Matsushita Electric Ind Co Ltd A/d converter
JPH0286710A (en) * 1988-09-21 1990-03-27 Iseki & Co Ltd Mowed grass transfer apparatus of mower

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55113793A (en) * 1979-02-16 1980-09-02 Ciba Geigy Ag Aza cyclic *thio*ureidoacetyl compound
JPS61106889A (en) * 1984-10-27 1986-05-24 清水建設株式会社 Core take-out apparatus
JPH0227813A (en) * 1988-07-18 1990-01-30 Matsushita Electric Ind Co Ltd A/d converter
JPH0286710A (en) * 1988-09-21 1990-03-27 Iseki & Co Ltd Mowed grass transfer apparatus of mower

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011153498A (en) * 2010-01-28 2011-08-11 Japan Institute Of Wastewater Engineering Technology Device for mounting water collecting pipe and method of mounting the same using the device in floating-preventing structure for underground construction

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