JP2009108885A - In-pipe stagnant water removal device, and in-pipe stagnant water removal method - Google Patents

In-pipe stagnant water removal device, and in-pipe stagnant water removal method Download PDF

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JP2009108885A
JP2009108885A JP2007279273A JP2007279273A JP2009108885A JP 2009108885 A JP2009108885 A JP 2009108885A JP 2007279273 A JP2007279273 A JP 2007279273A JP 2007279273 A JP2007279273 A JP 2007279273A JP 2009108885 A JP2009108885 A JP 2009108885A
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water
pipe
water inlet
inlet
water absorption
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Yukinobu Satake
志伸 佐竹
Katsuhiko Nakamura
勝彦 中村
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Tokyo Gas Co Ltd
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Tokyo Gas Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To perform in-pipe stagnant water removing work in an active pipe state, to enable stagnant water collecting at lower part side of a pipe to be drained and removed out of the pipe completely while preventing in-pipe gas discharge to the outside, and furthermore to finish the stagnant water removing work quickly by opening a plurality of water inlets even when the level of the stagnant water collecting in a tube is significantly high. <P>SOLUTION: Water inlet member 2a of a water inlet part 2 mounted on a water suction hose 1 so as to be rotated around axis along the axial center line of the water suction hose 1 includes: a water suction hole 9 communicated with the water suction hose 1; first water inlets 10 and second water inlets 11 each communicated with the water suction hole 9 at several portions on the circumference; and a weight part 12, which is heavier than the other part of the circumference and is disposed on a part of the circumference where the first water inlet 10 is opened. Each second water inlet 11 includes an opening and closing mechanism 30, which is configured to open the inlet when the water level WL of stagnant water W in a pipe is higher than that of the second water inlet 11 and to close the inlet at least when the water level is lower than that of the second water inlet 11. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、地中等に敷設されているガス管などの敷設管の管内に溜まった滞水を、管外に排出除去するために使用する管内滞水除去装置及びこれを使用した管内滞水除去工法に係り、特に、活管状態で作業が可能であり、管内流体を管外へ放出することなく効率よく管内滞水を除去することができる管内滞水除去装置及び管内滞水除去工法に関する。   The present invention relates to an in-pipe water removal device used for discharging and removing stagnant water accumulated in a pipe of a laid pipe such as a gas pipe laid underground, and in-pipe water removal using the same. In particular, the present invention relates to an in-pipe water removal apparatus and an in-pipe water removal method that can work in an active pipe state and can efficiently remove the in-pipe water without discharging the in-pipe fluid to the outside of the pipe.

例えば、地中に敷設されているガス管などの敷設管の管路内では、管路の損傷部分からの浸入や気密性の低下した継手部分などから差水が生じ、これが管路の低い所で滞水して管路の気体流通を妨げることがあるので、このような滞水箇所を見つけて停滞した水を管外に除去することが必要になる。管路の滞水除去に際しては、管内カメラなどで滞水箇所を見つけてその両端を開放し、吸引又は気圧供給によって開放端から滞水を排出することが行われていたが、このような方法では、管路の気体流通を一旦遮断する必要がある上、作業が大がかりになるので、長時間作業箇所の下流側に気体供給を行うことができなくなる問題が生じる。   For example, in the pipes of laid pipes such as gas pipes that are laid underground, water is generated due to intrusion from damaged parts of the pipes and joints that have deteriorated airtightness. Therefore, it is necessary to find such a stagnant place and remove the stagnant water outside the pipe. When removing the stagnant water in the pipeline, it has been practiced to find the stagnant location with a camera in the pipe, open both ends, and discharge the stagnant water from the open end by suction or air pressure supply. Then, since it is necessary to interrupt the gas flow in the pipe line, the work becomes large, and there is a problem that the gas cannot be supplied to the downstream side of the work place for a long time.

この問題を回避するために、管路の分岐孔等の側部開口一箇所から吸水ホースを管内に挿入して、管内の滞水箇所に吸水ホース先端の吸水口部が到達してから吸引を開始し、この吸水ホースを介して管内の滞水を除去する装置或いは工法が提案されている。   In order to avoid this problem, a water absorption hose is inserted into the pipe from one side opening such as a branch hole in the pipe, and suction is performed after the water absorption port at the tip of the water absorption hose reaches the water stagnant part in the pipe. An apparatus or a construction method for starting and removing the stagnant water in the pipe through the water absorption hose has been proposed.

例えば、下記特許文献1に記載のものは、地中埋設の低圧ガス導管内に挿入される採水ホース及びその先端に付設の採水ヘッダーを通じて管内滞水を吸引排出する装置において、採水ヘッダーと採水ホースの間に、採水ヘッダーの重みで屈曲される可能性の管状首部が設けられ、採水ヘッダーには、管内滞水の検知器と、回動自在であって、回動中心より低い位置に重心を有し、この低い錘部に吸水口を有する吸水金具が備えられているものである。   For example, the one described in Patent Document 1 below is a sampling header in a sampling hose inserted into a underground low-pressure gas conduit and a device for sucking and discharging stagnant water through a sampling header attached to the tip of the sampling hose. A tubular neck that can be bent by the weight of the sampling header is provided between the sampling hose and the sampling hose. A water-absorbing metal fitting having a center of gravity at a lower position and having a water-absorbing port at the lower weight portion is provided.

また、下記特許文献2に記載のものは、先端側に管内カメラを取り付けた抽水装置を可撓性の抽水ホースの先端に取り付けた装置であって、抽水装置が、円筒状抽水部の内側に、円周の一部が吸水口として開口し、且つ、その吸水口近傍が他の部分よりも重い重錘部に形成された筒状部材を、円筒状抽水部の軸心に沿った軸周りに回転自在に枢支した構造を有するものである。
実開昭62−202595号公報 特開平8−303697号公報
Moreover, the thing of the following patent document 2 is an apparatus which attached the water extraction apparatus which attached the in-pipe camera to the front end side at the front-end | tip of a flexible water extraction hose, Comprising: A water extraction apparatus is inside a cylindrical water extraction part. A cylindrical member formed in a weight portion where a part of the circumference is opened as a water inlet and the vicinity of the water inlet is heavier than the other part is arranged around the axis along the axis of the cylindrical water extraction part. It has a structure that is pivotally supported by the shaft.
Japanese Utility Model Publication No. 62-202595 JP-A-8-303697

気体輸送を目的とする管路内の滞水を除去する作業は、気体の流通を遮断して作業を行うと作業箇所の下流側に気体が供給されなくなるので、気体流通を確保した活管状態で行うことが望ましい。災害時のガス管破損に伴う管内滞水除去作業においても、先ず管路の気密確保によってガス流通を確保した後に、活ガス状態で管内滞水除去作業を行うことができれば、ライフラインの一つであるガス供給ラインを災害時に速やかに復旧させることができる。   The work to remove stagnant water in the pipeline for the purpose of gas transportation is because the gas will not be supplied to the downstream side of the work location if the gas flow is cut off, so the active pipe state ensuring gas flow It is desirable to do in. Even in the operation of removing the in-pipe water due to the damage of the gas pipe at the time of a disaster, if the in-pipe water removal operation can be performed in the active gas state after first ensuring gas circulation by ensuring the airtightness of the pipeline, it is one of the lifelines. It is possible to quickly restore the gas supply line at the time of a disaster.

しかしながら、活管状態での管内滞水除去作業時に、管内気体を吸引排出してしまうと、気体流通に必要な管内の圧力が低下してしまい、下流側への気体供給を不安定にしてしまう問題がある。また、管内滞水除去作業時に管内気体が外部に放出されると、気体の種類によっては、周辺環境を悪化させることになると共に、作業者の安全性に支障を来すことも懸念される。   However, if the in-pipe gas is sucked and discharged during the operation of removing the stagnant water in the live pipe state, the pressure in the pipe necessary for the gas flow decreases, and the gas supply to the downstream side becomes unstable. There's a problem. Further, when the pipe gas is released to the outside during the pipe stagnant water removal operation, depending on the type of the gas, the surrounding environment may be deteriorated and the safety of the operator may be hindered.

これに対して、前述した従来技術は、重力によって吸水口を常に下方に向ける工夫が施されており、これによって、管内気体を吸水口から吸い込むことを防ぎ、しかも、管内に溜まっている滞水を最後まで完全に排除することができるので、活管状態での管内滞水除去作業を可能にし、前述した問題点を解消することができる特徴を具備している。   On the other hand, the above-described conventional technology has been devised so that the water inlet is always directed downward due to gravity, thereby preventing the gas in the pipe from being sucked from the water inlet, and the water remaining in the pipe. Can be completely eliminated until the end, so that it is possible to remove the stagnant water in the live pipe state and to eliminate the above-mentioned problems.

しかしながら、前述した従来技術では、管内に溜まっている滞水を吸引力で吸い込むための吸水口が、常に下向きの一箇所にしか設けられていないので、例えば、管内の上部側に気体流通が可能な空間を残しながら管内でかなり高い水位まで滞水が溜まっている場合には、常に下向きに開口する1ヶ所の吸水口からのみの吸水作業では、滞水を完全に排水除去するまでに長い時間を要するという問題が生じる。   However, in the above-described prior art, the water intake port for sucking the stagnant water accumulated in the pipe with a suction force is always provided only in one downward direction, so that, for example, gas can be distributed to the upper side in the pipe If water stays up to a fairly high level in the pipe while leaving a clear space, it will take a long time to completely remove the stagnant water from a single water intake that always opens downward. Problem arises.

本発明は、このような事情に対処するために提案されたものである。すなわち、活管状態で管内滞水除去作業を可能にすること、その際に、管内気体の外部放出を避けながら、管内の下部側に溜まっている滞水を管外へ最後まで排水除去することができること、更には、管内に溜まっている滞水の水位がかなり高い場合であっても、速やかに滞水除去作業を終了することができること、等が本発明の課題である。   The present invention has been proposed to deal with such a situation. That is, it is possible to remove the stagnant water in the live pipe state, and at that time, drain the remaining stagnant water in the lower part of the pipe to the outside while avoiding the external release of the gas in the pipe. Further, it is an object of the present invention that, even when the water level in the pipe is considerably high, the water removal operation can be completed quickly.

前記課題を解決するために、本発明は、管路の側部開口から挿入可能な吸水ホースと、該吸水ホースの先端側に取り付けられる吸水口部とを備え、管内の滞水を前記吸水口部に設けた吸水口から前記吸水ホース内に吸引し、該吸水ホースを介して管外に排水除去する管内滞水除去装置であって、前記吸水口部は、常時下向きに開口する第1の吸水口と当該第1の開口部とは異なる方向に形成された第2の吸水口を備え、前記第2の吸水口には、当該第2の吸水口が管内滞水の水位より低い位置に有る場合に開口し、少なくとも当該第2の吸水口が管内滞水の水位より高い位置に有る場合は閉口する開閉機構が備えられていることを特徴とする。   In order to solve the above-mentioned problem, the present invention comprises a water absorption hose that can be inserted from a side opening of a pipe line, and a water absorption port portion that is attached to the tip end side of the water absorption hose. An apparatus for removing stagnant water in a pipe that sucks into a water absorption hose from a water inlet provided in a section and removes drainage to the outside of the pipe via the water suction hose, wherein the water inlet is always open downward. The water inlet and the first opening are provided with a second water inlet formed in a different direction, and the second water inlet has the second water inlet at a position lower than the water level in the pipe. An opening / closing mechanism is provided that opens when there is, and closes at least when the second water inlet is at a position higher than the water level in the pipe.

また、本発明は、管路の側部開口から挿入可能な吸水ホースと、該吸水ホースの先端側に取り付けられる吸水口部とを備えた管内滞水除去装置を用い、管内の滞水を前記吸水口部に設けた吸水口から前記吸水ホース内に吸引し、該吸水ホースを介して管外に排水除去する管内滞水除去工法であって、活管状態の管路の側部開口から前記吸水口部及び吸水ホースを挿入し、前記吸水口部が管内滞水箇所に到達した後、前記吸水口部に設けられ常時下向きに開口した第1の吸水口と上向きに形成された第2の吸水口とが共に滞水水位より低い位置に有る場合には、前記第2の吸水口を開口して、前記第1の吸水口と前記第2の吸水口の両方から吸水を行い、少なくとも前記第2の吸水口が滞水水位より高い位置に有る場合には、前記第2の吸水口を閉じて、前記第1の吸水口のみから吸水を行うことを特徴とする。   Further, the present invention uses an in-pipe water removal device provided with a water absorption hose that can be inserted from a side opening of a pipe line, and a water absorption port attached to the tip side of the water absorption hose. A method for removing stagnant water in a pipe that sucks into a water absorption hose from a water inlet provided in a water inlet, and drains the water out of the pipe via the water absorption hose, from the side opening of the pipe in an active pipe state. A water inlet and a water absorption hose are inserted, and after the water inlet reaches the in-pipe water location, a first water inlet provided at the water inlet and always open downward is formed upward. When both the water inlets are at a position lower than the water level, the second water inlet is opened to absorb water from both the first water inlet and the second water inlet, at least When the second water inlet is at a position higher than the stagnant water level, the second water inlet It closed, and performs water only from the first water inlet.

このような特徴によると、活管状態の管路に形成された分岐開口等の側部開口から先端に吸水口部を備えた吸水ホースを挿入し、吸水口部の吸水口から管内滞水を吸引して、吸水ホースを介して管外に排水除去することができる。その際に、吸水口部が備えた第1の吸水口は吸水口部の管軸周りの回転に拘わらず常時下向きに開口しているので、吸水口部を管内底部に沿わせるようにしておき、第1の吸水口が管内滞水の水位以下になってから吸引を行うようにすれば、第1の吸水口からは水のみを吸水することができ、この第1の吸水口から管内気体を吸い込むことはない。また、吸水口部が備えた第2の吸水口には、第2の吸水口が管内滞水の水位より低い位置に有る場合に開口し、少なくとも第2の吸水口が管内滞水の水位より高い位置に有る場合は閉口する開閉機構が備えられているので、管内滞水の水位が第2の吸水口より高い位置にある場合には、管内気体を吸い込むこと無く、第1の吸水口に加えて第2の吸水口からも管内滞水を吸引することができ、管内滞水の水位が下がった場合には、第2の吸水口を閉じて、第1の吸水口から吸水することができる。   According to such a feature, a water absorption hose provided with a water inlet at the tip is inserted from a side opening such as a branch opening formed in a pipe in a live pipe state, and the water remaining in the pipe is discharged from the water inlet of the water inlet. It can be sucked and drained out of the pipe through a water absorption hose. At that time, the first water inlet provided in the water inlet is always open downward regardless of the rotation of the water inlet around the tube axis, so that the water inlet is aligned with the bottom of the pipe. If suction is performed after the first water intake port becomes lower than the water level in the pipe, the water can be absorbed only from the first water intake port. Never inhale. The second water inlet provided in the water inlet opens when the second water inlet is located at a position lower than the water level in the pipe, and at least the second water inlet is higher than the water level in the pipe. Since it is equipped with an opening and closing mechanism that closes when it is at a high position, if the water level in the pipe is higher than the second water inlet, the first water inlet is not sucked into the pipe without sucking the gas in the pipe. In addition, in-pipe water can be sucked also from the second water inlet, and when the water level in the pipe falls, the second water inlet can be closed and water can be absorbed from the first water inlet. it can.

これによって、例えば、活ガス状態のガス管において、管内の上部側にガスが流通する空間を残して高い水位で滞水が管内に溜まっているときには、常に下向きに開口する第1の吸水口を含めて複数の吸水口から滞水を吸引し、管外に排水除去することができる。そして、滞水の水位が、管内の下部(底部)側まで下がってきたときには、常時下向きに開口されている第1の吸水口から滞水を管外に最後まで排水除去することができる。このとき、第2の吸水口は開閉機構により閉じられているので、ガスを吸引することがない。   Thus, for example, in a gas pipe in an active gas state, when stagnant water is accumulated in the pipe at a high water level, leaving a space for gas to flow on the upper side in the pipe, the first water inlet that always opens downward is provided. Including water can be sucked from a plurality of water inlets and drained out of the pipe. And when the water level falls to the lower part (bottom part) side in a pipe | tube, a stagnant water can be drained and removed from the 1st water inlet currently always opened downward to the end. At this time, since the second water inlet is closed by the opening / closing mechanism, the gas is not sucked.

以上のように、本発明によれば、活管状態で管内滞水除去作業を可能にし、その際に、管内気体の外部放出を避けながら、管内の下部側に溜まっている滞水を管外へ最後まで排水除去することができ、更には、管内に溜まっている滞水の水位がかなり高い場合であっても、複数の吸水口を開口させて速やかに滞水除去作業を終了することができる。   As described above, according to the present invention, in-tube stagnant water removal work can be performed in an active pipe state, and at that time, stagnant water accumulated on the lower side in the pipe can be removed from the outside of the pipe while avoiding external discharge of the in-pipe gas. The drainage can be removed to the end, and even if the water level in the pipe is considerably high, the water removal operation can be completed quickly by opening a plurality of water inlets. it can.

以下、本発明の実施形態について、適宜図面を参照しながら詳細に説明する。図1は、本実施形態に係る管内滞水除去装置の全体構成及び本発明の実施形態に係る管内滞水除去工法の作業状態を示す概略図である。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings as appropriate. FIG. 1 is a schematic diagram illustrating an overall configuration of the in-pipe water removal device according to the present embodiment and a working state of the in-pipe water removal method according to the embodiment of the present invention.

図1に示すように、本発明の実施形態に係る管内滞水除去装置Aは、例えば、地中に敷設されているガス導管などの管路Bの管内に挿入される吸水ホース1と、この吸水ホース1の先端側に取り付けられる吸水口部2とを少なくとも備えるものである。そして、吸水動作を実行するために、吸水ホース1内に吸引力を発生させる吸引力発生手段と吸水ホース1を介して排水された水を貯める貯水タンクとを具備した吸引装置3と、吸水口部2の先端側にカメラヘッド4aを備え、カメラヘッド4aに接続されたカメラケーブル4bが吸水ホース1内に挿通される管内視カメラ4とを備えて構成されている。また、図1に示すように、管内滞水除去装置Aは、吸水ホース1を管路Bの管内に繰り出し挿入すると共に管内から巻き取り回収するための巻取りリール5、管内視カメラ4によって撮影された管内の様子が映し出されるモニター装置6を付属装備することができる。   As shown in FIG. 1, an in-pipe water removal device A according to an embodiment of the present invention includes, for example, a water absorption hose 1 inserted into a pipe of a pipe line B such as a gas conduit laid in the ground, The water absorption hose 1 is provided with at least a water absorption port 2 attached to the tip side. And in order to perform water absorption operation | movement, the suction device 3 provided with the suction | attraction force generation | occurrence | production means which generate | occur | produces suction force in the water absorption hose 1, and the water storage tank which stores the water drained through the water absorption hose 1, and a water intake port A camera head 4 a is provided at the distal end side of the section 2, and a camera cable 4 b connected to the camera head 4 a is provided with a tube endoscope camera 4 inserted into the water absorption hose 1. Further, as shown in FIG. 1, the in-pipe water removal apparatus A is photographed by a take-up reel 5 for taking out and inserting the water absorption hose 1 into the pipe of the pipe B and taking up and collecting it from the pipe, and a pipe endoscope camera 4. It is possible to attach a monitor device 6 that displays the state of the pipe inside.

吸水ホース1は、管路Bの側部開口B1から挿入可能な外径を有し、ポリエチレン樹脂などの適宜の材料によって可撓性を有するように形成されている。また、吸引装置3における吸引力発生手段は、例えば、特開平10−153199号公報や特開平11−13631号公報などにおいて記載されているように、内燃機関としてのエンジンおよびこのエンジンにより駆動されるコンプレッサを利用するもので、このコンプレッサの吐気によって吸水ホース1内に吸引力を発生させるエヂェクタを備えている。管内視カメラ4は、例えば、光学系,照明及び撮像素子が内蔵されたカメラヘッド4aが吸水口部2の先端側に同軸上に装備され、このカメラヘッド4aに接続されたカメラケーブル4bが、吸水口部2の後記する吸水口部材2aを貫通して、吸水ホース1の内部全長にわたり内設されている。   The water absorption hose 1 has an outer diameter that can be inserted from the side opening B1 of the pipe B, and is formed to be flexible with an appropriate material such as polyethylene resin. The suction force generating means in the suction device 3 is driven by an engine as an internal combustion engine and the engine as described in, for example, Japanese Patent Laid-Open Nos. 10-153199 and 11-13631. A compressor is used, and an ejector for generating a suction force in the water absorption hose 1 by the air discharged from the compressor is provided. The tube endoscope camera 4 includes, for example, a camera head 4a in which an optical system, illumination, and an image sensor are built in coaxially on the distal end side of the water suction port 2, and a camera cable 4b connected to the camera head 4a includes: A water inlet member 2 a, which will be described later, passes through the water inlet 2, and is provided over the entire length of the water absorbing hose 1.

第1の実施形態に係る吸水口部の構成について、図2および図3に基づいて説明する。ここでは、図1を適宜参照して説明する。図2は、第1の実施形態に係る吸水口部を拡大して示す縦断側面図であり、図3は、図2のX−X断面図である。   The structure of the water inlet part which concerns on 1st Embodiment is demonstrated based on FIG. 2 and FIG. Here, description will be made with reference to FIG. FIG. 2 is an enlarged vertical side view showing the water suction port portion according to the first embodiment, and FIG. 3 is a sectional view taken along line XX of FIG.

吸水口部2は、図2および図3に示すように、吸水口部材2aと、この吸水口部材2aを吸水ホース1の軸芯線上に沿う軸周りに回動可能に軸支するための外郭部材2bとを備えて構成されている。   As shown in FIGS. 2 and 3, the water suction port 2 includes a water suction port member 2 a and an outer shell for pivotally supporting the water suction port member 2 a around an axis along the axis of the water suction hose 1. And a member 2b.

吸水口部材2aは、吸水ホース1に連通する吸水孔9を軸方向に有する略円筒形状に形成されている。そして、吸水口部材2aは、円周の数ヶ所(図示では軸対称に相対する2ヶ所)に第1の吸水口10,第2の吸水口11をそれぞれ備えているとともに、一ヶ所の第1の吸水口10が開口されている円周の一部に他の円周部分よりも重い錘部12を備えている。第1の吸水口10と第2の吸水口11はここではそれぞれ一つの吸水口としているが、これに限らず、軸方向に並べるなどしてそれぞれ複数配置することができる。   The water inlet member 2 a is formed in a substantially cylindrical shape having a water absorption hole 9 communicating with the water absorption hose 1 in the axial direction. The water inlet member 2a is provided with a first water inlet 10 and a second water inlet 11 at several locations on the circumference (two locations opposite to each other in an axial symmetry in the figure), and one first A weight portion 12 that is heavier than the other circumferential portions is provided in a part of the circumference where the water inlet 10 is opened. Here, each of the first water inlet 10 and the second water inlet 11 is a single water inlet. However, the first water inlet 10 and the second water inlet 11 are not limited to this.

第1の吸水口10が開口されている錘部12は、図3に示すように、吸水口部材2aの軸芯よりも低い位置から外郭部材2bの円周内面に沿う大きさにて略半円形状に形成されている。また、錘部12は、図2に示すように、必要に応じて吸水口部材2aの軸方向の長さに相当する大きさに形成されている。これにより、吸水口部2が管路Bの管内に挿入されたとき、吸水口10は錘部12の重みによって管内の下部(底部)側に向くように常に下向きに開口されることになる。このように、吸水口部2は、この吸水口部2が管軸方向に回転した場合であっても常時下向きに開口する第1の吸水口10を備えている。   As shown in FIG. 3, the weight portion 12 in which the first water inlet 10 is opened is substantially half the size along the circumferential inner surface of the outer member 2 b from a position lower than the axis of the water inlet member 2 a. It is formed in a circular shape. Moreover, as shown in FIG. 2, the weight part 12 is formed in a size corresponding to the axial length of the water inlet member 2a as required. Thereby, when the water inlet 2 is inserted into the pipe of the pipe B, the water inlet 10 is always opened downward so as to face the lower (bottom) side of the pipe by the weight of the weight 12. As described above, the water inlet 2 includes the first water inlet 10 that always opens downward even when the water inlet 2 rotates in the tube axis direction.

そして、第1の吸水口10とは異なる方向に形成されており、ここでは、上向きに形成されている第2の吸水口11には、開閉機構30が備えられている。この開閉機構30は、第2の吸水口11が管内滞水Wの水位WLより低い位置に有る場合に、第2の吸水口11を開口し、少なくとも第2の吸水口11が管内滞水Wの水位WLより高い位置に有る場合は、第2の吸水口11を閉口する機構を有する。すなわち、開閉機構30は、水位WLの上下変位に応じて第2の吸水口11を開閉する作用を有する。この実施形態では、開閉機構30は、図2および図3に示すように、ボール形状の弁体13と、第2の吸水口11の開口縁部に形成される弁部14とで構成されている。   And it is formed in the direction different from the 1st water inlet 10, The opening-and-closing mechanism 30 is provided in the 2nd water inlet 11 currently formed upwards here. The opening / closing mechanism 30 opens the second water inlet 11 when the second water inlet 11 is lower than the water level WL of the in-pipe water W, and at least the second water inlet 11 is in the in-pipe water W. When the water level is higher than the water level WL, a mechanism for closing the second water inlet 11 is provided. That is, the opening / closing mechanism 30 has an action of opening / closing the second water inlet 11 according to the vertical displacement of the water level WL. In this embodiment, as shown in FIGS. 2 and 3, the opening / closing mechanism 30 includes a ball-shaped valve body 13 and a valve portion 14 formed at the opening edge of the second water inlet 11. Yes.

弁体13は、図1および後記の図4に示すように、管内の上部側に気体流通が可能な空間Mを残して高い水位状態で滞水Wが溜まっているときに、第2の吸水口11の弁部14から離脱して浮き上る浮力が作用する比重を有し、水位WLが第2の吸水口11よりも下がって弁部14の上に載ったときには該弁部14との密着性(シール性)が得られ、弁部14の開口を閉止することができるものを用いて、第2の吸水口11の口径よりも一回り程度大きめのボール形状に形成されている。吸水作業中は、第2の吸水口11には吸引力が作用するので、比重の軽い材料で弁体13を形成したとしても、弁部14との密着性さえ得られれば、弁体13で第2の吸水口11を閉止することが可能である。   As shown in FIG. 1 and FIG. 4 to be described later, the valve body 13 has a second water absorption when the stagnant water W is accumulated in a high water level state, leaving a space M in which the gas can flow in the upper part of the pipe. When the water level WL falls below the second water intake port 11 and rests on the valve unit 14, the valve unit 14 is in close contact with the specific gravity. A ball shape that is one size larger than the diameter of the second water suction port 11 is formed by using a material that is capable of closing the opening of the valve portion 14. During the water absorption operation, a suction force acts on the second water inlet 11, so even if the valve body 13 is formed of a material having a low specific gravity, the valve body 13 can be used as long as the valve body 14 can be adhered. It is possible to close the second water inlet 11.

また、第2の吸水口11には、図2および図3に示すように、上向きラッパ形状に形成されている案内体15が備えられており、弁体13が第2の吸水口11の開口上において上下に移動(浮遊)し、弁体13の下降時には弁部13に収まるように案内される。案内体15は、メッシュ材などの通水性材料を用いて、図2および図3に示すように、下端開口縁側が第2の吸水口11の口縁外周に図示省略のバンド締めやその他の止め手段によって取り付けられ、上向きラッパ状に開口する上端開口縁が外郭部材2bの円周面に沿うように形成されている。   Further, as shown in FIGS. 2 and 3, the second water inlet 11 is provided with a guide body 15 formed in an upward trumpet shape, and the valve body 13 is an opening of the second water inlet 11. It moves up and down (floats) upward, and is guided so as to be accommodated in the valve portion 13 when the valve body 13 is lowered. As shown in FIGS. 2 and 3, the guide body 15 is made of a water-permeable material such as a mesh material. The upper end opening edge that is attached by the means and opens upward in a trumpet shape is formed along the circumferential surface of the outer member 2b.

なお、図示を省略しているが、案内体15は、第2の吸水口11に取り付けられる下端側のみを開口させ、上向き開口部側を外郭部材2bの円周内面に沿わせて閉鎖させた籠状に形成することができる。   In addition, although illustration is abbreviate | omitted, the guide body 15 opened only the lower end side attached to the 2nd water inlet 11, and closed the upward opening part side along the circumferential inner surface of the outer shell member 2b. It can be formed in a bowl shape.

弁部14は、弁体13が吸水口11の開口縁部に載ったときに、弁体13の球面が適宜の接触面積にて密着(密接)するように、適宜の角度にて内向き傾斜状に形成されている。これにより、管内滞水Wの水位WLが、後記の図4の(a)に示す状態から(b)に示す状態まで下がったときに、弁体13が弁部14に載ることで、第2の吸水口11が密閉された状態で閉じられるようになっている。つまり、第1の吸水口10から管外への滞水Wの排水除去が継続中であっても、管内気体が第2の吸水口11から吸引されないようにしている。   The valve portion 14 is inclined inward at an appropriate angle so that the spherical surface of the valve body 13 is in close contact (close contact) with an appropriate contact area when the valve body 13 is placed on the opening edge of the water inlet 11. It is formed in a shape. As a result, when the water level WL of the in-pipe water W drops from the state shown in FIG. 4A to the state shown in FIG. The water inlet 11 is closed in a sealed state. That is, even if the drainage of the stagnant water W from the first water inlet 10 to the outside of the pipe is continued, the gas in the pipe is prevented from being sucked from the second water inlet 11.

外郭部材2bは、図2および図3に示すように、ベアリング8を介して吸水口部材2aの軸方向の両端側を回動可能に軸支しており、吸水口部材2aの軸方向の長さに相当する長さを有し、吸水口部材2aの錘部12および第2の吸水口11に取り付けられている案内体15を包囲することができる内径を有するものである。そして、外郭部材2bは、閉鎖されている軸方向前後の円形壁部16の一方の軸芯部に、吸水口部材2aの吸水孔9に連通し、かつ、吸水ホース1の一端(先端)側が取り付けられる接続口部17を備え、他方の軸芯部には管内視カメラ4のカメラケーブル4bを挿通させるための挿通孔18を備えている。   As shown in FIGS. 2 and 3, the outer member 2b pivotally supports both ends in the axial direction of the water inlet member 2a via a bearing 8, and the axial length of the water inlet member 2a. It has a length corresponding to the length, and has an inner diameter that can surround the guide body 15 attached to the weight portion 12 and the second water inlet 11 of the water inlet member 2a. The outer shell member 2b communicates with one of the axial core portions of the closed circular wall portion 16 in the front and rear direction in the axial direction and the water absorption hole 9 of the water inlet member 2a. A connecting port portion 17 to be attached is provided, and an insertion hole 18 for inserting the camera cable 4b of the tube endoscope camera 4 is provided in the other axial core portion.

また、外郭部材2bは、図2および図3に示すように、前後の円形壁部16の軸周りの内側面にベアリング8を定着させるための保持部19を備え、さらに、滞水Wを内部に通水させるために軸方向に長く開口されている通水孔20が外壁部21の周方向に等間隔で形成されている。   2 and 3, the outer member 2b includes a holding portion 19 for fixing the bearing 8 to the inner side surface around the axis of the front and rear circular wall portions 16, and further contains the stagnant water W therein. Water passage holes 20 that are elongated in the axial direction to allow water to flow through are formed at equal intervals in the circumferential direction of the outer wall portion 21.

吸水ホース1に取り付けられる外郭部材2bの軸芯に沿う軸周りにベアリング8を介して吸水口部材2aを回動可能に軸支させることで、錘部12に開口されている第1の吸水口10が管内の下部(底部)側を向いた常に下向きに開口するようにしている。管内に溜まっている滞水Wは、通水孔20から外郭部材2bの内部に通水(流入)され、吸水口部材2aの第1の吸水口10及び第2の吸水口11から吸い込まれて吸水孔9から吸水ホース1内に吸引される。   A first water inlet opening in the weight portion 12 by pivotally supporting the water inlet member 2a via a bearing 8 around an axis along the axis of the outer shell member 2b attached to the water absorbing hose 1. 10 always opens downward facing the lower (bottom) side of the tube. The stagnant water W accumulated in the pipe is passed (inflowed) into the outer member 2b through the water passage hole 20, and sucked from the first water inlet 10 and the second water inlet 11 of the water inlet member 2a. It is sucked into the water absorption hose 1 from the water absorption hole 9.

次に、以上のように構成されている本実施形態に係る管内排水除去装置Aによる作業方法(管内滞水除去工法)について説明する。ここで、図4は、吸水口部2が管内滞水箇所に到達した状態を拡大して示す要部の縦断面図であり、同図(a)は、滞水が高い水位状態で溜まっているときの状態を示し、同図(b)は、滞水の水位が管内の下部側まで下がってきたときの状態を示す。ここでは、図1を適宜参照しながら説明する。   Next, the working method (pipe water removal construction method) by the pipe drainage apparatus A according to the present embodiment configured as described above will be described. Here, FIG. 4 is a longitudinal sectional view of the main part showing the state in which the water inlet 2 has reached the in-pipe water-stagnation location, and FIG. (B) shows the state when the water level has fallen to the lower side in the pipe. Here, description will be made with reference to FIG. 1 as appropriate.

まず、図1に示すように、地表面GLから管路Bが敷設される地中に至る深さの立坑Cを掘削した後に、ノーブロー状態で吸水ホース1を管路Bの管内に挿入させるための挿入部材Dを管路Bに取り付けて、この挿入部材Dを介して管路Bの側部開口B1からカメラヘッド4aを備えた吸水口部2と吸水ホース1を管路Bの管内に挿入させて行く。側部開口B1は、管路Bに予め形成されている分岐開口であってもよいし、新たに穿孔形成したものであってもよい。このとき、管内視カメラ4で映し出される管内画像をモニター6で見ながら管内に溜まっている滞水Wの有無を確認し、滞水箇所見つかったら、図1および図4に示すように、吸水口部2を滞水Wが溜まっている滞水箇所に到達させる。ここで、吸水口部2は全体重量を重くするなどして、外郭部材2bの底部が管内底部に接するようにすることが好ましい。   First, as shown in FIG. 1, after excavating a shaft C having a depth from the ground surface GL to the ground where the pipe B is laid, the water absorption hose 1 is inserted into the pipe of the pipe B in a no-blow state. The insertion member D is attached to the pipe B, and the water absorption port 2 and the water absorption hose 1 including the camera head 4a are inserted into the pipe B through the side opening B1 of the pipe B through the insertion member D. Let me go. The side opening B1 may be a branch opening formed in the pipe B in advance, or may be a newly perforated hole. At this time, the presence or absence of stagnant water W accumulated in the pipe is confirmed while viewing the in-pipe image projected on the pipe endoscope camera 4 on the monitor 6, and when the stagnant place is found, as shown in FIGS. The part 2 is made to reach the water-stagnation location where the water-stagnation W is accumulated. Here, it is preferable that the bottom of the outer shell member 2b is in contact with the inner bottom of the pipe, for example, by increasing the overall weight of the water suction port 2.

このようにして、吸水ホース1を管内に挿入して、吸水口部2が管内滞水箇所に到達した後、滞水Wの水位WLが吸水口部2を越えており、図4(a)に示すように、管内の上部側に管内気体が流通する空間Mを残して管内滞水Wが高い水位の状態で溜まっているときには、錘部12の重さにより管内の下部側に向けて常に下向きに開口する第1の吸水口10に対し、上向きに形成された第2の吸水口11は、弁体13が浮力によって第2の吸水口11の弁部14から離脱された状態になることで開口することになる。これにより、滞水Wは、図4の(a)に矢印P1,P2で示すように、上下に位置する第1の吸水口10と第2の吸水口11の両方から吸い込まれながら吸水ホース1を介して管外へ排水除去される。   In this way, after the water absorption hose 1 is inserted into the pipe and the water suction port 2 reaches the water stagnant location in the pipe, the water level WL of the stagnant water W exceeds the water suction port 2, and FIG. As shown in FIG. 5, when the pipe stagnant water W is accumulated at a high water level, leaving a space M through which the pipe gas circulates on the upper side in the pipe, it is always directed toward the lower side in the pipe due to the weight of the weight portion 12. The second water inlet 11 formed upward with respect to the first water inlet 10 opening downward is in a state in which the valve body 13 is detached from the valve portion 14 of the second water inlet 11 by buoyancy. Will open. As a result, the water absorption hose 1 is absorbed while the stagnant water W is sucked from both the first water inlet 10 and the second water inlet 11 located above and below, as indicated by arrows P1 and P2 in FIG. The drainage is removed to the outside of the pipe.

そして、図4(b)に示すように、吸水口部2の上部が水面WLから露出する程度まで管内滞水Wの水位WLが下がってくると、弁体13は第2の吸水口11の弁部14に載り(着座し)、第2の吸水口11がこれによって閉口する。この状態では、第2の吸水口11から管内気体が吸引されることはなく、滞水Wが完全に抜き取り排除されるまで、錘部12により常に下向き開口の状態に保たれる第1の吸水口10からの吸い込みが継続されて、滞水Wは全て管外へ排水除去される。   Then, as shown in FIG. 4 (b), when the water level WL of the pipe stagnant water W is lowered to the extent that the upper portion of the water inlet 2 is exposed from the water surface WL, the valve body 13 is connected to the second water inlet 11. It sits on the valve part 14 (sits down), and the second water inlet 11 is thereby closed. In this state, the gas in the pipe is not sucked from the second water suction port 11, and the first water absorption is always kept in the downward opening state by the weight portion 12 until the stagnant water W is completely extracted and removed. The suction from the mouth 10 is continued, and all the stagnant water W is drained out of the pipe.

このように、本実施形態に係る管内滞水除去装置Aによれば、管内の上部側に管内気体が流通する空間Mを残して高い水位の状態で滞水Wが管内に溜まっているときには、常に下向きに開口する第1の吸水口10と上向きに開口する第2の吸水口11の両方から滞水Wを管外に排水除去することができる。   Thus, according to the in-pipe water removal device A according to this embodiment, when the stagnant water W is accumulated in the pipe in a high water level state, leaving the space M in which the pipe gas flows on the upper side in the pipe, The stagnant water W can be drained and removed from both the first water inlet 10 that always opens downward and the second water inlet 11 that opens upward.

そして、滞水Wの水位WLが、管内の下部(底部)側まで下がってきたときには、第2の吸水口11は管内気体を通さないように密閉(シール)された状態に閉じられ、錘部12に開口されている第1の吸水口10から滞水Wを最後まで管外に排水除去する作業が継続される。   When the water level WL of the stagnant water W is lowered to the lower (bottom) side in the pipe, the second water intake port 11 is closed (sealed) so as not to pass the gas in the pipe, and the weight portion The operation of draining and removing the stagnant water W from the first water inlet 10 opened at 12 to the end is continued.

これにより、活管状態で滞水除去作業を行う場合であっても、管内気体を管外に放出することなく、高い水位状態で溜まっている管内滞水Wを短時間で効率的に、そして最後まで管外に排出除去することができる。   Thereby, even when the stagnant water removal operation is performed in a live pipe state, the in-pipe water W accumulated in a high water level state can be efficiently collected in a short time without discharging the pipe gas outside the pipe, and It can be discharged out of the tube until the end.

つぎに、第2の実施形態に係る吸水口部の構成について、図5に基づいて説明する。ここでは、図4を適宜参照しながら説明する。図5は、第2の実施形態に係る吸水口部を拡大して示す縦断面図である。なお、第2の実施形態に係る吸水口部2−1は、滞水Wの水位WLの上下変位に応じて第2の吸水口11を開閉するための開閉機構30の構成形態を変えた以外の構成要素においては前記した第1の実施形態と基本的に同じであることから同じ構成要素に同じ符号を付することで共通部分については説明を省略する。   Next, the structure of the water inlet port according to the second embodiment will be described with reference to FIG. Here, description will be made with reference to FIG. 4 as appropriate. FIG. 5 is an enlarged vertical cross-sectional view of the water suction port portion according to the second embodiment. The water inlet 2-1 according to the second embodiment is different from the configuration of the opening / closing mechanism 30 for opening and closing the second water inlet 11 in accordance with the vertical displacement of the water level WL of the stagnant water W. Since the components are basically the same as those in the first embodiment, the same components are denoted by the same reference numerals, and the description of the common parts is omitted.

すなわち、水位WLの上下変位に応じて第2の吸水口11を開閉するための開閉機構30が、図5に示すように、第2の吸水口11の内部に形成されている弁部22と、ボール形状の弁体23と、この弁体23を弁部22から離脱させる浮き玉24とで構成されている。   That is, the opening / closing mechanism 30 for opening and closing the second water inlet 11 in accordance with the vertical displacement of the water level WL includes a valve portion 22 formed inside the second water inlet 11 as shown in FIG. The ball-shaped valve element 23 and a floating ball 24 that separates the valve element 23 from the valve part 22 are configured.

弁部22は、図5に示すように、第2の吸水口11の内周面から軸芯方向に向けた下向き傾斜状のリング形状(ラッパ形状)に形成されている。これにより、図4(a)に示す状態から同図(b)に示す状態まで滞水Wの水位WLの下がったときに、弁体23が弁部22に載ることで、第2の吸水口11が完全にシールされた状態で閉口することになる。   As shown in FIG. 5, the valve portion 22 is formed in a ring shape (trumpet shape) that is inclined downward from the inner peripheral surface of the second water inlet 11 toward the axial direction. Thereby, when the water level WL of the stagnant water W drops from the state shown in FIG. 4A to the state shown in FIG. 4B, the valve body 23 is placed on the valve portion 22, whereby the second water inlet 11 is closed in a completely sealed state.

弁体23は、弁部14の上に載ったときには該弁部14との密着性(シール性)を得られる適宜の材料を用いて、第2の吸水口11の口径よりもかなり小さい球径にてボール形状に形成されている。具体的には、図5に二点鎖線で示したように、浮き玉24によって弁座22から離脱されて浮き上ったときに、第2の吸水口11の内周面との間に滞水Wが通り抜けるための隙間Nが確保される程度の球径にて形成されている。   The valve body 23 has a spherical diameter that is considerably smaller than the diameter of the second water inlet 11 by using an appropriate material that can obtain adhesion (sealability) with the valve section 14 when placed on the valve section 14. It is formed in a ball shape. Specifically, as shown by a two-dot chain line in FIG. 5, when the ball is separated from the valve seat 22 by the floating ball 24 and floats, it is trapped between the inner peripheral surface of the second water inlet 11. It is formed with a spherical diameter to the extent that a gap N for water W to pass through is ensured.

浮き球24は、弁体23を弁部22から離脱させて浮き上らせる浮力を有する適宜の材料を用いて適宜の大きさに形成されている。この浮き球24は、フレキシブルなワイヤ、鎖その他の連繋部材25をよって弁体23に連繋される。   The floating ball 24 is formed in an appropriate size using an appropriate material having a buoyancy that lifts the valve body 23 away from the valve portion 22. The floating ball 24 is connected to the valve body 23 by a flexible wire, a chain and other connecting members 25.

また、第2の吸水口11の開口部には弁体23を第2の吸水口11の内部に閉じ込めるために平面視で略十字状や放射状の閉鎖枠26が形成されており、この閉鎖枠26の軸芯には挿通孔27が設けられている。これにより、挿通孔27を通して弁体23と浮き球24とが連繋部材25により連繋される。   Further, in order to confine the valve body 23 inside the second water inlet 11 at the opening of the second water inlet 11, a substantially cruciform or radial closing frame 26 is formed in a plan view. An insertion hole 27 is provided in the axial center of 26. Thereby, the valve body 23 and the floating ball 24 are connected by the connecting member 25 through the insertion hole 27.

つぎに、第3の実施形態に係る吸水口部の構成について、図6に基づいて説明する。ここでは、図4を適宜参照しながら説明する。図6は、第3の実施形態に係る吸水口部の一部を拡大して示す縦断面図である。なお、第3の実施形態に係る吸水口部2−2は、前記した第2の実施形態と同じく開閉機構の構成形態を変えた以外の構成要素において前記した第1の実施形態と基本的に同じであることから同じ構成要素に同じ符号を付することで共通部分については説明を省略する。   Next, the structure of the water inlet port according to the third embodiment will be described with reference to FIG. Here, description will be made with reference to FIG. 4 as appropriate. FIG. 6 is an enlarged longitudinal sectional view showing a part of the water intake port portion according to the third embodiment. Note that the water inlet 2-2 according to the third embodiment is basically the same as the first embodiment described above in the components other than the configuration of the opening / closing mechanism as in the second embodiment. Since they are the same, the same components are denoted by the same reference numerals, and description of common parts is omitted.

第3の実施形態における開閉機構30は、図6に示すように、第2の吸水口11の内部に備える弁体28と、水位WLの上下変位に応じて第2の吸水口11の筒壁に設けられている枢着部Sを支点として弁体28を上下に傾動させる浮き球29とで構成されている。   As shown in FIG. 6, the opening / closing mechanism 30 in the third embodiment includes a valve body 28 provided inside the second water inlet 11, and a cylindrical wall of the second water inlet 11 according to the vertical displacement of the water level WL. And a floating ball 29 that tilts the valve body 28 up and down with a pivot part S provided at the fulcrum as a fulcrum.

弁体28は、第2の吸水口11の口径に沿う外径を有する平板な円盤形状に形成されている。そして、この弁体28は、水平姿勢で第2の吸水口11を閉じ、斜め下向き姿勢に傾動されることで第2の吸水口11を開くように第2の吸水口11の筒壁に回動自在に枢着されている。   The valve body 28 is formed in a flat disk shape having an outer diameter along the diameter of the second water inlet 11. Then, the valve body 28 closes the second water inlet 11 in a horizontal posture and is rotated around the cylindrical wall of the second water inlet 11 so as to open the second water inlet 11 by being tilted downward. It is pivotally attached.

浮き球29は、前記した第2の実施形態の浮き球24と略同じ形態に形成されて、リンク機構を介して弁体28の枢着部Sに連繋される。具体的に説明すると、図6に二点鎖線で示すように、弁体28が第2の吸水口11を開く斜め下向き姿勢のときに、最大浮き上る状態となり、水位WLの降下に伴って下がったときには弁体28が第2の吸水口11を水平姿勢で閉じることができるように、弁体28の枢着部Sに適宜の角度にて一体に連結される第1のリンク部31と、このリング部31の他端側に一端側が回動自在に連結され、他端側が浮き球29に取り付けられる第2のリンク部32とで、弁体28の枢着部Sと浮き球29とを連繋するように形成されている。   The floating ball 29 is formed in substantially the same form as the floating ball 24 of the above-described second embodiment, and is connected to the pivotal attachment portion S of the valve body 28 via a link mechanism. More specifically, as shown by a two-dot chain line in FIG. 6, when the valve body 28 is in an obliquely downward posture in which the second water inlet 11 is opened, the valve body 28 floats up to the maximum and lowers as the water level WL is lowered. A first link part 31 integrally connected to the pivot part S of the valve body 28 at an appropriate angle so that the valve body 28 can close the second water inlet 11 in a horizontal posture when With the second link portion 32 having one end side rotatably connected to the other end side of the ring portion 31 and the other end side attached to the floating ball 29, the pivoting portion S of the valve body 28 and the floating ball 29 are connected to each other. It is formed to be connected.

なお、図示を省略しているが、第2の吸水口11を開く斜め下向き姿勢から第2の吸水口11を閉じる水平姿勢に弁体28が戻されたときに、弁体28の円周縁部を密着させた状態に当接させるためのリング形状に形成されている弁部を、第2の吸水口11の内周面に沿わせて設けることができる。また、必要に応じて弁体28の周縁にシール性の高い材料を設けることができる。また、弁体28は、第2の吸水口11を閉じる水平姿勢から斜め上向きに傾動することにより、第2の吸水口11を開く形態とすることができる。   Although not shown, when the valve body 28 is returned from the obliquely downward posture in which the second water inlet 11 is opened to the horizontal posture in which the second water inlet 11 is closed, the circumferential edge of the valve body 28 The valve part formed in the ring shape for making it contact | abut to the state which closely_contact | adhered can be provided along the internal peripheral surface of the 2nd water inlet 11. FIG. Further, a material having a high sealing property can be provided on the periphery of the valve body 28 as necessary. Further, the valve body 28 can be configured to open the second water inlet 11 by tilting obliquely upward from a horizontal posture in which the second water inlet 11 is closed.

なお、本発明の実施形態の具体的な構成は、前記した各実施形態に限られるものではなく、各請求項に記載の本発明の要旨を逸脱しない範囲で設計変更などがあっても本発明に含まれるものである。例えば、吸水口部2,2−1,2−2の吸水口部材2aの円周に設けられる第2の吸水口11を、前記第1から第3の実施形態で詳述したように、錘部12に開口されている第1の吸水口10に対し、軸対称に相対する一ヶ所(上部)において上向きに開口する位置だけでなく、吸水口部材2aの円周の側方から斜め上向きに開口するようにそれぞれ設けることができる。つまり、第2の吸水口11を吸水口部材2aの円周の三ヶ所から上向き三方に向けて開口するようにそれぞれ設けることができる。これにより、図4に示すように、管内の上部側に管内気体が流通する空間Mを残して高い水位状態で滞水Wが溜まっているときに、滞水Wの管外への排水除去作業をより一層効率的に行うことができる。   The specific configuration of the embodiment of the present invention is not limited to each of the above-described embodiments, and the present invention is not limited even if there is a design change or the like without departing from the gist of the present invention described in each claim. Is included. For example, as described in detail in the first to third embodiments, the weight of the second water suction port 11 provided on the circumference of the water suction port member 2a of the water suction port portion 2, 2-1, 2-2 is as follows. With respect to the first water inlet 10 opened in the portion 12, not only at a position opening upward at one axially opposite (upper) position, but also obliquely upward from the side of the circumference of the water inlet member 2 a Each can be provided to open. That is, the 2nd water inlet 11 can each be provided so that it may open toward three upwards from three places of the periphery of the water inlet member 2a. As a result, as shown in FIG. 4, when the stagnant water W is accumulated at a high water level leaving a space M through which the gas in the pipe circulates on the upper side in the pipe, the drainage of the stagnant water W to the outside of the pipe is removed. Can be performed more efficiently.

また、前述した開閉機構30は、基本的は、管内滞水Wの水位WLに応じて移動する浮き具によって作動して第2の吸水口11を開閉させるものであるが、浮き具の形態は前述したような球形以外のものであってもよく、更には、浮き具以外の水位を検知する検知手段によって開閉機構30を作動させるものであってもよい。   The opening / closing mechanism 30 described above is basically operated by a floating device that moves in accordance with the water level WL of the in-pipe water W, and opens and closes the second water inlet 11. Other than the spherical shape as described above, the opening / closing mechanism 30 may be operated by a detecting means for detecting a water level other than the float.

本発明の実施形態に係る管内滞水除去装置の全体構成及び本発明の実施形態に係る管内滞水除去工法を示す概略図である。It is the schematic which shows the whole structure of the in-pipe water removal apparatus which concerns on embodiment of this invention, and the in-pipe water removal method which concerns on embodiment of this invention. 第1の実施形態に係る吸水口部を拡大して示す縦断側面図である。It is a vertical side view which expands and shows the water intake port part which concerns on 1st Embodiment. 図2のX−X断面図である。It is XX sectional drawing of FIG. 吸水口部が管内滞水箇所に到達した状態を拡大して示す要部の縦断面図であり、同図(a)は、滞水が高い水位状態で溜まっているときの状態を示し、同図(b)は、滞水の水位が管内の下部側まで下がってきたときの状態を示す。It is the longitudinal cross-sectional view of the principal part which expands and shows the state which the water intake port reached | attained the in-pipe water stagnation location, The figure (a) shows the state when the water stagnation is accumulated in the high water level state, The figure (b) shows a state when the water level has fallen to the lower side in the pipe. 第2の実施形態に係る吸水口部の一部を拡大して示す縦断面図である。It is a longitudinal cross-sectional view which expands and shows a part of water inlet part which concerns on 2nd Embodiment. 第3の実施形態に係る吸水口部の一部を拡大して示す縦断面図である。It is a longitudinal cross-sectional view which expands and shows a part of water inlet part which concerns on 3rd Embodiment.

符号の説明Explanation of symbols

A:管内滞水除去装置 1:吸水ホース 2,2−1,2−2:吸水口部
2a:吸水口部材 2b:外郭部材 3:吸引装置 4:管内視カメラ
9:吸水孔 10,11:吸水口 12:錘部
13,23,28:弁体 14,22:弁部
24,29:浮き球 30:開閉機構 B:管路
W:滞水 WL:滞水の水位
A: In-pipe stagnant water removal device 1: Water absorption hose 2, 2-1, 2-2: Water absorption port 2a: Water absorption port member 2b: Outer member 3: Suction device 4: Tube camera
9: Water absorption hole 10, 11: Water absorption port 12: Weight part 13, 23, 28: Valve body 14, 22: Valve part 24, 29: Floating ball 30: Opening and closing mechanism B: Pipe line W: Water stagnation WL: Water stagnation Water level

Claims (5)

管路の側部開口から挿入可能な吸水ホースと、該吸水ホースの先端側に取り付けられる吸水口部とを備え、管内の滞水を前記吸水口部に設けた吸水口から前記吸水ホース内に吸引し、該吸水ホースを介して管外に排水除去する管内滞水除去装置であって、
前記吸水口部は、常時下向きに開口する第1の吸水口と当該第1の開口部とは異なる方向に形成された第2の吸水口を備え、
前記第2の吸水口には、当該第2の吸水口が管内滞水の水位より低い位置に有る場合に開口し、少なくとも当該第2の吸水口が管内滞水の水位より高い位置に有る場合は閉口する開閉機構が備えられていることを特徴とする管内滞水除去装置。
A water absorption hose that can be inserted from a side opening of a pipe line, and a water absorption port portion that is attached to the distal end side of the water absorption hose, and water in the pipe is introduced into the water absorption hose from the water absorption port provided in the water absorption port portion. An in-pipe water removal device that sucks and removes drainage from the pipe through the water absorption hose,
The water inlet portion includes a first water inlet port that always opens downward and a second water inlet port formed in a direction different from the first opening portion,
The second water inlet is opened when the second water inlet is at a position lower than the water level in the pipe, and at least the second water inlet is at a position higher than the water level in the pipe. Is provided with an open / close mechanism for closing the pipe.
前記開閉機構は、管内滞水の水位に応じて移動する浮き具によって作動することを特徴とする請求項1に記載された管内滞水除去装置。   The in-pipe water removal device according to claim 1, wherein the opening / closing mechanism is operated by a float that moves according to a water level in the in-pipe water. 前記吸水口部は、少なくとも前記吸水ホースの軸芯線上に沿う軸周りで回動可能に装着される吸水口部材を備え、
該吸水口部材は、前記吸水ホースに連通する吸水孔を軸芯に有する略円筒形状に形成され、その円周の数ヶ所に前記吸水孔に連通させた前記吸水口をそれぞれ備え、前記第1の吸水口が開口されている円周の一部に、円周の他の部分よりも重い錘部を備えていることを特徴とする管内滞水除去装置。
The water inlet portion includes a water inlet member that is rotatably mounted around an axis along the axial core line of the water absorbing hose,
The water intake port member is formed in a substantially cylindrical shape having a water absorption hole communicating with the water absorption hose at the shaft core, and includes the water absorption ports communicated with the water absorption hole at several places on the circumference thereof, respectively. An in-pipe water removal device comprising a weight part heavier than other parts of the circumference at a part of the circumference where the water inlet is opened.
前記吸水口部の先端側にカメラヘッドを備え、該カメラヘッドに接続されたカメラケーブルが前記吸水ホース内に挿通される管内視カメラと、
前記吸水ホースの基端側に接続され該吸水ホース内に吸引力を発生させる吸引力発生手段と前記吸水ホースを介して排水された水を貯める貯水タンクとを具備した吸引装置と、
を備えていることを特徴とする請求項1〜3のいずれかに記載の管内滞水除去装置。
A tube head camera provided with a camera head on the tip side of the water suction port, and a camera cable connected to the camera head being inserted into the water suction hose;
A suction device comprising a suction force generating means connected to a proximal end side of the water absorption hose and generating a suction force in the water absorption hose, and a water storage tank for storing water drained through the water absorption hose;
The in-pipe water removal apparatus according to any one of claims 1 to 3, further comprising:
管路の側部開口から挿入可能な吸水ホースと、該吸水ホースの先端側に取り付けられる吸水口部とを備えた管内滞水除去装置を用い、管内の滞水を前記吸水口部に設けた吸水口から前記吸水ホース内に吸引し、該吸水ホースを介して管外に排水除去する管内滞水除去工法であって、
活管状態の管路の側部開口から前記吸水口部及び吸水ホースを挿入し、
前記吸水口部が管内滞水箇所に到達した後、前記吸水口部に設けられ常時下向きに開口した第1の吸水口と上向きに形成された第2の吸水口とが共に滞水水位より低い位置に有る場合には、前記第2の吸水口を開口して、前記第1の吸水口と前記第2の吸水口の両方から吸水を行い、
少なくとも、前記第2の吸水口が滞水水位より高い位置に有る場合には、前記第2の吸水口を閉じて、前記第1の吸水口のみから吸水を行うことを特徴とする管内滞水除去工法。
Using the in-pipe water removal device provided with a water absorption hose that can be inserted from the side opening of the pipe, and a water absorption port attached to the tip side of the water absorption hose, water in the pipe was provided in the water absorption port. A method for removing the stagnant water in the pipe that sucks into the water absorption hose from the water suction port and removes the drainage from the pipe through the water absorption hose.
Insert the water inlet and the water absorption hose from the side opening of the pipe in the live pipe state,
After the water intake port reaches the water stagnant spot in the pipe, both the first water intake port provided at the water intake port portion and always opened downward and the second water intake port formed upward are lower than the water level. If it is in the position, open the second water inlet, and absorb water from both the first water inlet and the second water inlet,
At least when the second water inlet is at a position higher than the water level, the second water inlet is closed and water is absorbed only from the first water inlet. Removal method.
JP2007279273A 2007-10-26 2007-10-26 In-pipe stagnant water removal device, and in-pipe stagnant water removal method Pending JP2009108885A (en)

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