JP4011054B2 - Method for cutting and removing existing pipe and cutting apparatus for existing pipe - Google Patents

Method for cutting and removing existing pipe and cutting apparatus for existing pipe Download PDF

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JP4011054B2
JP4011054B2 JP2004301972A JP2004301972A JP4011054B2 JP 4011054 B2 JP4011054 B2 JP 4011054B2 JP 2004301972 A JP2004301972 A JP 2004301972A JP 2004301972 A JP2004301972 A JP 2004301972A JP 4011054 B2 JP4011054 B2 JP 4011054B2
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正之 鈴木
晴彦 清水
卓宏 山本
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Waterworks Technology Development Organization Co Ltd
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本発明は、水道管等の既設管の切断作業領域を上向き開口のケース及び下向き開口の作業用ハウジングにて密封し、この密封された既設管の一部を切断除去し、この切断除去された部位に流路遮断弁や仕切弁等の交換管部を取付ける場合に用いられる既設管の切断除去方法及びその方法に使用される既設管用切断装置に関する。   In the present invention, a cutting work area of an existing pipe such as a water pipe is sealed with a case with an upward opening and a work housing with a downward opening, a part of the sealed existing pipe is cut and removed, and the cut and removed The present invention relates to a method for cutting and removing an existing pipe used when an exchange pipe part such as a flow path shut-off valve or a gate valve is attached to a part, and an existing pipe cutting device used in the method.

既設管の切断除去方法の一例を挙げると、既設管の切断除去予定管部に、径方向に送り込み移動自在な切削刃を持つ切断ユニットを既設管の管軸芯周りで回転可能に支持するガイドサポート部と、切断ユニットを駆動するための駆動手段とを備えた切断装置を装着したのち、この切断装置を含む切断作業領域を上向き開口のケース及び下向き開口の作業用ハウジングにて密封する。   An example of a method for cutting and removing an existing pipe is a guide that supports a cutting unit having a cutting blade that can be fed and moved in a radial direction in a pipe to be cut and removed from an existing pipe so as to be rotatable around the pipe axis of the existing pipe. After mounting the cutting device including the support portion and the driving means for driving the cutting unit, the cutting work area including the cutting device is sealed with the case with the upward opening and the work housing with the downward opening.

作業用ハウジングには、切断除去管部を保持して持ち上げるとともに交換管部を保持して加工させるための上昇位置と下降位置との間で昇降可能な昇降装置と、前記上昇位置と下降位置との間でハウジングの内部を上部空間と下部空間とに密封状態に遮断区画する作業用開閉弁とが設けられていとともに、ケースの底部には、開閉弁を備えた排出管が接続されている。   In the working housing, the lifting and lowering device capable of moving up and down between a raised position and a lowered position for holding and processing the cutting and removing pipe part and holding the exchange pipe part, and the raised position and the lowered position A work open / close valve is provided between the housing and the upper space and the lower space in a sealed state. The discharge pipe having the open / close valve is connected to the bottom of the case.

そして、ケースと作業用ハウジングとで密封された空間内において、切削刃を持つ切断ユニットを既設管の管軸芯周りで駆動回転させながら、切削刃を半径方向内方に送り込むことにより、既設管の切断予定箇所を周方向に沿って溝状に切削するとともに、この切断作業時に、排出管の開閉弁を開き操作して、切削刃の切削に連れて発生する切粉を既設管から流出する液体と共に外部に排出していた(特許文献1〜3参照)。   Then, in the space sealed by the case and the working housing, while the cutting unit having the cutting blade is driven and rotated around the tube axis of the existing tube, the cutting blade is fed inward in the radial direction, thereby forming the existing pipe. In this cutting operation, the opening and closing valve of the discharge pipe is opened to discharge the chips generated by cutting the cutting blade from the existing pipe. It was discharged together with the liquid (see Patent Documents 1 to 3).

実開昭57−145892号公報Japanese Utility Model Publication No. 57-145892 実開昭59−194664号公報Japanese Utility Model Publication No. 59-194664 特公平4−59514号公報Japanese Examined Patent Publication No. 4-59514

従来の既設管の切断除去方法では、排液管の開閉弁を開き操作して、切削刃の切削に連れてケース内の底部に堆積する切粉を、既設管から流出する液体と共にケースの底部に接続された排出管を通して外部に排出するように構成しているが、既設管に孔が開くまでは、切削刃の切削に連れて発生した多量の切粉はそのままケース内の底部に堆積し、既設管に管周方向の切削孔が開いた以降において、その切削孔又は切断口から流出する液体で切粉が外部に排出されるため、切粉の排出に時間が掛かる割りに排出効率が悪く、弁座面への切粉の付着に起因するシール不良等を招来していた。   In the conventional method for cutting and removing the existing pipe, the open / close valve of the drainage pipe is opened, and the chips accumulated on the bottom of the case as the cutting blade cuts together with the liquid flowing out of the existing pipe. It is configured to discharge to the outside through the discharge pipe connected to the pipe, but until the hole is opened in the existing pipe, a large amount of chips generated as a result of cutting with the cutting blade accumulates on the bottom of the case as it is. After the cutting hole in the pipe circumferential direction is opened in the existing pipe, the chips are discharged to the outside by the liquid flowing out from the cutting hole or the cutting port. Unfortunately, a seal failure or the like caused by adhesion of chips to the valve seat surface was caused.

また、既設管の切断作業領域をケースと作業用ハウジングとで密封した際、その密封された内部空間に圧力液体を供給して漏洩の有無を試験する必要があるが、この漏洩試験に用いる圧力液体の確保に手間取ることがあり、作業能率の低下を招来する一因になっていた。   In addition, when the existing pipe cutting work area is sealed with the case and the work housing, it is necessary to test the presence or absence of leakage by supplying pressure liquid to the sealed internal space. In some cases, it takes time to secure the liquid, which is a cause of a decrease in work efficiency.

本発明は、上述の実状に鑑みて為されたものであって、その第1・第2の主たる課題は、ケースと作業用ハウジングとで密封される空間内での切粉発生量を大幅に減少して、切粉の付着に起因するシール不良等の発生を抑制すると同時に、切粉の排出作業能率の改善を図ることのできる既設管の切断除去方法を提供する点にあり、第3・第4の主たる課題は、ケースと作業用ハウジングとで密封される空間内での切粉発生量を大幅に減少して、切粉の付着に起因するシール不良等の発生を抑制すると同時に、切粉の排出作業能率の改善を図ることができ、しかも、ケース及び作業用ハウジングの漏洩試験及び切粉の排出などに使用する圧力液体も容易に確保することができるようにしながらも、そのための爾後処理も合理的に行うことのできる既設管の切断除去方法を提供する点にあり、第5の主たる課題は、ケース及び作業用ハウジングの漏洩試験に使用する圧力液体を容易に確保することができるとともに、そのための爾後処理も合理的に行うことのできる既設管の切断除去方法を提供する点にあり、第6の主たる課題は、ケース及び作業用ハウジングの漏洩試験及び切粉の排出などに使用する圧力液体を確保するための穿孔作業及び圧力液体を導出するための配管作業を能率良く容易に行うことのできる既設管用切断装置を提供する点にある。   The present invention has been made in view of the above-mentioned actual situation, and the first and second main problems are that the amount of chips generated in the space sealed between the case and the work housing is greatly increased. This is to provide a method for cutting and removing existing pipes that can reduce the occurrence of defective seals due to the adhesion of chips, and at the same time improve the efficiency of chip discharge. The fourth main problem is that the amount of chips generated in the space sealed between the case and the work housing is greatly reduced, and the occurrence of defective seals due to the adhesion of chips is suppressed, and at the same time It is possible to improve the efficiency of powder discharge work, and also to ensure the pressure liquid used for leakage test of the case and work housing and chip discharge, etc. Processing can be done reasonably The fifth main problem is to provide a method for cutting and removing the existing pipe, and the pressure liquid used for the leak test of the case and the working housing can be easily secured, and the post-treatment for that purpose is also rational. The sixth main problem is to drill a hole for securing a pressure liquid used for a leakage test of a case and a working housing, and for discharge of chips, etc. An object of the present invention is to provide an existing pipe cutting device capable of efficiently and easily performing work and piping work for deriving pressure liquid.

本発明による第1の特徴構成は、既設管の切断作業領域を上向き開口のケース及び下向き開口の作業用ハウジングにて密封し、この密封された既設管の一部を切断除去する方法であって、
既設管の切断作業領域を密封する前に、既設管の一部に穿孔し、その穿孔箇所を通して液体が流出しないように止液処理を施すとともに、この穿孔に伴って発生した切片の厚み計測に基づいて、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削し、その予備的切削に伴って発生する切粉を除去処理したのち、既設管の切断作業領域をケース及び作業用ハウジングにて密封し、既設管の切断予定箇所を予備切削に引き続いて切断装置にて切断する点にある。
A first characteristic configuration according to the present invention is a method of sealing a cutting work area of an existing pipe with an upward opening case and a downward opening work housing, and cutting and removing a part of the sealed existing pipe. ,
Before sealing the existing tube cutting work area, a part of the existing pipe is drilled, and a liquid stop treatment is applied to prevent the liquid from flowing through the drilled part, and the thickness of the section generated by this drilling is measured. Based on the above, after preliminarily cutting with a cutting device within a range in which the planned cutting portion of the existing pipe is not cut and separated or not broken by the hydraulic pressure, the existing pipe is removed after removing the chips generated by the preliminary cutting. The cutting work area is sealed with a case and a work housing, and the planned cutting position of the existing pipe is cut with a cutting device following the preliminary cutting.

上記特徴構成によれば、既設管の管壁の一部に切片を切り出す状態で穿孔することにより、既設管の厚みが公差範囲内で個々に相違する場合でも、穿孔に伴って発生した切片の厚み実測によって既設管の切断予定箇所の厚みを正確に知ることができる。   According to the above characteristic configuration, by drilling in a state where the section is cut out in a part of the tube wall of the existing pipe, even if the thickness of the existing pipe is individually different within the tolerance range, By measuring the thickness, it is possible to accurately know the thickness of the existing pipe to be cut.

そして、既設管の穿孔箇所を通して液体が流出しないようにバルブ装着や栓装着等の止液処理を施したのち、既設管の切断作業領域をケース及び作業用ハウジングにて密封する前において、切片の厚み計測に基づいて、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削することにより、その予備的切削に伴って発生する切粉を容易に外部に除去処理することができるとともに、ケース及び作業用ハウジング内での既設管の切断予定箇所の切断除去時に発生する切粉量を大幅に減少することができる。   Then, after applying a liquid stop treatment such as mounting a valve or plug so that the liquid does not flow out through the perforated part of the existing pipe, before sealing the cutting work area of the existing pipe with the case and the work housing, Based on the thickness measurement, it is possible to easily cut chips generated by the preliminary cutting by preliminarily cutting with a cutting device within a range where the planned cutting portion of the existing pipe is not cut and separated or not broken by hydraulic pressure. In addition to being able to be removed externally, the amount of chips generated at the time of cutting and removing the planned cutting portion of the existing pipe in the case and the working housing can be greatly reduced.

従って、既設管の一部を利用した切片の厚み実測に基づいて、既設管の切断作業領域を密封する前において、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲内で最大限に深く正確に予備切削することができるから、密封されたケース及び作業用ハウジング内での切粉発生量を大幅に減少して、切粉の付着に起因するシール不良等の発生を抑制すると同時に、ケース及び作業用ハウジング内での切粉の排出作業能率の改善を図ることができる。   Therefore, based on the measured thickness of the section using a part of the existing pipe, before sealing the cutting work area of the existing pipe, it is the maximum within the range where the planned cutting location of the existing pipe is not cut or separated or broken by hydraulic pressure. Preliminary cutting can be performed deeply and accurately, so that the amount of chips generated in the sealed case and work housing is greatly reduced, and the occurrence of defective seals due to chip adhesion is suppressed. At the same time, it is possible to improve the efficiency of discharging chips in the case and the work housing.

本発明による第2の特徴構成は、既設管の切断作業領域を上向き開口のケース及び下向き開口の作業用ハウジングにて密封し、この密封された既設管の一部を切断除去する方法であって、
既設管の切断作業領域を密封する前に、切断除去予定管部の一部に穿孔し、その穿孔箇所を通して液体が流出しないように止液処理を施すとともに、この穿孔に伴って発生した切片の厚み計測に基づいて、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削し、その予備的切削に伴って発生する切粉を除去処理したのち、既設管の切断作業領域をケース及び作業用ハウジングにて密封し、既設管の切断予定箇所を予備切削に引き続いて切断装置にて切断する点にある。
A second characteristic configuration according to the present invention is a method of sealing a cutting work area of an existing pipe with an upward opening case and a downward opening work housing, and cutting and removing a part of the sealed existing pipe. ,
Before sealing the cutting work area of the existing pipe, drill a part of the pipe part to be cut and removed, and apply a liquid stop treatment to prevent the liquid from flowing through the drilled part. Based on the thickness measurement, after preliminarily cutting with a cutting device within a range where the planned cutting site of the existing pipe is not cut and separated or not broken by hydraulic pressure, the chips generated by the preliminary cutting are removed. The cutting work area of the existing pipe is sealed with the case and the working housing, and the planned cutting position of the existing pipe is cut with the cutting device following the preliminary cutting.

上記特徴構成によれば、切断装置で切断除去される切断除去予定管部を利用して、その管壁の一部に切片を切り出す状態で穿孔することにより、既設管の厚みが公差範囲内で個々に相違する場合でも、穿孔に伴って発生した切片の厚み実測によって既設管の切断予定箇所の厚みを正確に知ることができる。   According to the above-described characteristic configuration, the thickness of the existing pipe is within the tolerance range by using the scheduled cutting / removal pipe portion cut and removed by the cutting device and drilling in a state where the section is cut out on a part of the pipe wall. Even when they are different from each other, it is possible to accurately know the thickness of the planned cutting position of the existing pipe by actually measuring the thickness of the section generated along with the drilling.

そして、既設管の切断除去予定管部の穿孔箇所を通して液体が流出しないようにバルブ装着や栓装着等の止液処理を施したのち、既設管の切断作業領域をケース及び作業用ハウジングにて密封する前において、切片の厚み計測に基づいて、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削することにより、その予備的切削に伴って発生する切粉を容易に外部に除去処理することができるとともに、ケース及び作業用ハウジング内での既設管の切断予定箇所の切断除去時に発生する切粉量を大幅に減少することができる。   Then, after liquid stop processing such as valve mounting and plug mounting is performed so that liquid does not flow through the drilled part of the existing pipe to be cut and removed, the existing pipe cutting work area is sealed with the case and work housing. Before cutting, preliminarily cut with the cutting device within the range where the existing cuts of the existing pipe are not cut and separated or not broken by the hydraulic pressure based on the thickness measurement of the section. It is possible to easily remove the swarf to the outside, and to greatly reduce the amount of swarf generated at the time of cutting and removing the planned cutting portion of the existing pipe in the case and the working housing.

従って、切断装置で切断除去される切断除去予定管部の一部を利用した切片の厚み実測に基づいて、既設管の切断作業領域を密封する前において、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲内で最大限に深く正確に予備切削することができるから、密封されたケース及び作業用ハウジング内での切粉発生量を大幅に減少して、切粉の付着に起因するシール不良等の発生を抑制すると同時に、ケース及び作業用ハウジング内での切粉の排出作業能率の改善を図ることができる。   Therefore, based on the actual thickness measurement of the section using a part of the planned cutting / removal tube section to be cut and removed by the cutting device, the planned cutting portion of the existing tube is not cut and separated before sealing the cutting work area of the existing tube. Alternatively, pre-cutting can be performed deeply and accurately within a range that does not break due to hydraulic pressure, greatly reducing the amount of chips generated in the sealed case and work housing, and reducing the amount of chips attached. It is possible to improve the efficiency of chip discharge work in the case and the working housing, while suppressing the occurrence of the sealing failure and the like.

本発明による第3の特徴構成は、既設管の切断作業領域を上向き開口のケース及び下向き開口の作業用ハウジングにて密封し、この密封された既設管の一部を切断除去する方法であって、
既設管の切断作業領域にケースを装着し、切断除去予定管部の一部に穿孔して取液口を形成し、この取液口に開閉弁を備えた給液管を接続するとともに、取液口の穿孔に伴って発生した切片の厚み計測に基づいて、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削し、その予備的切削に伴って発生するケース内の切粉を給液管からの供給液を用いて除去処理したのち、ケースに作業用ハウジングを装着して既設管の切断作業領域を密封したのち、既設管の切断予定箇所を予備切削に引き続いて切断装置にて切断する点にある。
A third characteristic configuration according to the present invention is a method of sealing a cutting work area of an existing pipe with an upward opening case and a downward opening work housing, and cutting and removing a part of the sealed existing pipe. ,
A case is attached to the cutting work area of the existing pipe, and a part of the pipe to be cut and removed is drilled to form a liquid collection port. A liquid supply pipe equipped with an open / close valve is connected to this liquid collection port, and Based on the measurement of the thickness of the section generated along with the drilling of the liquid port, the pre-cutting portion of the existing pipe is preliminarily cut with a cutting device in a range not to be cut and separated or broken by the hydraulic pressure. After removing the generated chips in the case using the supply liquid from the supply pipe, the work housing is attached to the case and the cutting work area of the existing pipe is sealed, and then the existing pipe is scheduled to be cut The point is that the part is cut by the cutting device following the preliminary cutting.

上記特徴構成によれば、切断装置で切断除去される切断除去予定管部を利用して、その管壁の一部に切片を切り出す状態で穿孔して取液口を形成することにより、既設管の厚みが公差範囲内で個々に相違する場合でも、穿孔に伴って発生した切片の厚み実測によって既設管の切断予定箇所の厚みを正確に知ることができる。   According to the above-mentioned characteristic configuration, the existing pipe is formed by drilling in a state in which a section is cut out in a part of the pipe wall by using the planned cutting and removing pipe part to be cut and removed by the cutting device to form a liquid inlet. Even when the thicknesses of the pipes are different from each other within the tolerance range, the thickness of the planned cutting portion of the existing pipe can be accurately known by actually measuring the thickness of the section generated along with the drilling.

そして、既設管の切断除去予定管部の取液口を通して液体が流出しないように、この取液口に開閉弁を備えた給液管を接続したのち、既設管の切断作業領域をケース及び作業用ハウジングにて密封する前に、つまり、ケース又はケースと作業用ハウジングの一部とを装着した状態において、切片の厚み計測に基づいて、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削することにより、ケースと作業用ハウジングとで密封された空間内での既設管の切断予定箇所の切断除去時に発生する切粉量を大幅に減少することができる。   Then, after connecting a liquid supply pipe equipped with an open / close valve to the liquid intake so that the liquid does not flow out through the liquid intake of the pipe to be cut and removed from the existing pipe, the cutting work area of the existing pipe is changed to the case and the work. Before sealing with the housing, that is, with the case or the case and a part of the working housing attached, based on the thickness measurement of the section, do not cut or separate the planned cutting location of the existing pipe or with hydraulic pressure By preliminarily cutting with a cutting device within a range that does not break, the amount of chips generated at the time of cutting and removing the planned cutting portion of the existing pipe in the space sealed by the case and the work housing is greatly reduced. be able to.

しかも、この予備的切削に伴ってケース内の底部に堆積する切粉を給液管からの供給液を用いて確実、容易に外部に除去処理することができるとともに、ケース及び作業用ハウジングにて既設管の切断作業領域を密封したときに必要となる漏洩試験時においても、給液管からの供給液を利用して試験することができる。   Moreover, the chips accumulated at the bottom of the case with this preliminary cutting can be reliably and easily removed to the outside using the supply liquid from the supply pipe, and the case and the work housing Even in a leak test that is required when the existing pipe cutting work area is sealed, the test can be performed using the liquid supplied from the liquid supply pipe.

それ故に、この漏洩試験のための液源を別途確保する必要がなく、しかも、切断残置予定管部に取液口を形成する場合のように、切断除去管部の切断除去後において取液口に対する特別な漏洩処理を施す必要もない。   Therefore, it is not necessary to secure a separate liquid source for this leakage test, and the liquid inlet after the cutting and removing of the cutting and removing pipe part is formed, as in the case where the liquid collecting port is formed in the planned cutting residual pipe part. There is also no need to perform special leakage processing for.

従って、切断装置で切断除去される切断除去予定管部の一部を利用した切片の厚み実測に基づいて、既設管の切断作業領域を密封する前において、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲内で最大限に深く正確に予備切削することができるから、密封された空間内での切粉発生量を大幅に減少して、切粉の付着に起因するシール不良等の発生を抑制すると同時に、切粉の排出作業能率の改善を図ることができ、しかも、切断除去される切断除去予定管部を利用して取液口を形成するが故に、ケース及び作業用ハウジングの漏洩試験及び切粉の排出などに使用する圧力液体も施工現場において容易に確保することができるばかりでなく、そのための爾後処理も特別な手間を要することなく合理的に行うことができる。   Therefore, based on the actual thickness measurement of the section using a part of the planned cutting / removal tube section to be cut and removed by the cutting device, the planned cutting portion of the existing tube is not cut and separated before sealing the cutting work area of the existing tube. Or, since pre-cutting can be performed deeply and accurately within a range that does not break due to hydraulic pressure, the amount of chips generated in the sealed space is greatly reduced, resulting in poor sealing due to chip adhesion. In addition to suppressing the generation of waste, etc., it is possible to improve the efficiency of chip discharge work, and because the liquid intake is formed using the planned cutting and removal pipe part to be cut and removed. Not only can the pressure liquid used for the housing leakage test and chip discharge be easily secured at the construction site, but also the post-treatment for that purpose can be performed reasonably without requiring any special effort.

本発明による第4の特徴構成は、前記ケース内の切粉を取液口に接続された給液管からの供給液を用いて除去処理する際、ケースの底部に接続された排液管を通して切粉が混在する液を外部に排出する点にある。   According to a fourth characteristic configuration of the present invention, when the chips in the case are removed using the supply liquid from the liquid supply pipe connected to the liquid outlet, the drainage pipe connected to the bottom of the case is used. It is in the point which discharges the liquid in which chips are mixed.

上記特徴構成によれば、切片の厚み実測に基づいた予備切削時に発生する切粉をケースにて確実に受止めることができるとともに、このケースに受止められた切粉を給液管からの供給液を用いて除去処理する際、ケースの底部に接続されている排液管を通して切粉が混在する液体を外部に効率良く排出することができる。   According to the above characteristic configuration, the chips generated during preliminary cutting based on the actual measurement of the section thickness can be reliably received by the case, and the chips received by the case can be supplied from the supply pipe. When the removal treatment is performed using the liquid, the liquid in which the chips are mixed can be efficiently discharged to the outside through the drain pipe connected to the bottom of the case.

本発明による第5の特徴構成は、既設管の切断作業領域を上向き開口のケース及び下向き開口の作業用ハウジングにて密封し、この密封された既設管の一部を切断除去する方法であって、
既設管の切断作業領域にケースを装着し、切断除去予定管部の一部に穿孔して取液口を形成し、この取液口に開閉弁を備えた給液管を接続するとともに、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削し、その予備的切削に伴って発生するケース内の切粉を給液管からの供給液を用いて除去処理したのち、ケースに作業用ハウジングを装着して既設管の切断作業領域を密封したのち、既設管の切断予定箇所を予備切削に引き続いて切断装置にて切断する点にある。
A fifth characteristic configuration according to the present invention is a method of sealing a cutting work area of an existing pipe with a case having an upward opening and a work housing having a downward opening, and cutting and removing a part of the sealed existing pipe. ,
A case is attached to the cutting work area of the existing pipe, a part of the pipe to be cut and removed is drilled to form a liquid collecting port, and a liquid supply pipe equipped with an open / close valve is connected to the liquid collecting port. Preliminary cutting is performed with a cutting device within a range where the planned cutting site of the pipe is not cut and separated or not broken by hydraulic pressure, and the chips in the case generated by the preliminary cutting are supplied from the liquid supply pipe. After the removal treatment is performed, the working housing is attached to the case to seal the cutting work area of the existing pipe, and then the planned cutting position of the existing pipe is cut by the cutting device following the preliminary cutting.

上記特徴構成によれば、切断装置で切断除去される切断除去予定管部に取液口を形成し、この取液口に開閉弁を備えた給液管を接続したのち、既設管の切断作業領域をケース及び作業用ハウジングにて密封する前に、つまり、ケース又はケースと作業用ハウジングの一部を装着した状態において、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削することにより、ケースと作業用ハウジングとで密封された空間内での既設管の切断予定箇所の切断除去時に発生する切粉量を大幅に減少することができる。   According to the above characteristic configuration, a liquid collection port is formed in the planned cutting and removal pipe portion to be cut and removed by the cutting device, and a liquid supply pipe having an on-off valve is connected to the liquid collection port, and then the existing pipe is cut. Before sealing the area with the case and the work housing, that is, with the case or the case and a part of the work housing attached, in the range where the existing cutting points of the existing pipe are not cut and separated or broken by hydraulic pressure By preliminarily cutting with the cutting device, it is possible to greatly reduce the amount of chips generated at the time of cutting and removing the planned cutting portion of the existing pipe in the space sealed by the case and the working housing.

しかも、この予備的切削に伴ってケース内の底部に堆積する切粉を給液管からの供給液を用いて確実、容易に外部に除去処理することができるとともに、ケース及び作業用ハウジングにて既設管の切断作業領域を密封したときに必要となる漏洩試験時においても、給液管からの供給液を利用して試験することができる。   Moreover, the chips accumulated at the bottom of the case with this preliminary cutting can be reliably and easily removed to the outside using the supply liquid from the supply pipe, and the case and the work housing Even in a leak test that is required when the existing pipe cutting work area is sealed, the test can be performed using the liquid supplied from the liquid supply pipe.

それ故に、この漏洩試験のための液源を別途確保する必要がなく、しかも、切断残置予定管部に取液口を形成する場合のように、切断除去管部の切断除去後において取液口に対する特別な漏洩処理を施す必要もない。   Therefore, it is not necessary to secure a separate liquid source for this leakage test, and the liquid inlet after the cutting and removing of the cutting and removing pipe part is formed, as in the case where the liquid collecting port is formed in the planned cutting residual pipe part. There is also no need to perform special leakage processing for.

従って、既設管の切断作業領域を密封する前において、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲内で予備切削することにより、密封された空間内での切粉発生量を大幅に減少して、切粉の付着に起因するシール不良等の発生を抑制すると同時に、切粉の排出作業能率の改善を図ることができる。しかも、切断除去される切断除去予定管部を利用して取液口を形成するが故に、ケース及び作業用ハウジングの漏洩試験及び切粉の排出などに使用する圧力液体も施工現場において容易に確保することができるばかりでなく、そのための爾後処理も特別な手間を要することなく合理的に行うことができる。   Therefore, before sealing the cutting work area of the existing pipe, the amount of chips generated in the sealed space is preliminarily cut within the range where the existing pipe is not cut and separated or not broken by the hydraulic pressure. Can be greatly reduced, and the occurrence of defective seals due to the adhesion of chips can be suppressed, and at the same time, the chip discharge efficiency can be improved. In addition, since the liquid inlet is formed using the cut and removed pipe part to be cut and removed, the pressure liquid used for leak testing of the case and work housing and chip discharge is easily secured at the construction site. In addition to being able to do this, post-processing for that purpose can be performed reasonably without requiring any special effort.

また、既設管の切断作業領域を上向き開口のケース及び下向き開口の作業用ハウジングにて密封し、この密封された既設管の一部を切断除去する方法において、
既設管の切断作業領域にケースを装着し、切断除去予定管部の一部に穿孔して取液口を形成し、この取液口に開閉弁を備えた給液管を接続するとともに、ケースに作業用ハウジングを装着して既設管の切断作業領域を密封し、この密封された空間内に給液管からの供給液を充填してケース及び作業用ハウジングの漏洩試験を実施したのち、密封された空間内において既設管の切断予定箇所を切断装置にて切断するようにしてもよい
Further, in a method of sealing a cutting work area of an existing pipe with an upward opening case and a downward opening work housing, and cutting and removing a part of the sealed existing pipe ,
A case is attached to the cutting work area of the existing pipe, a part of the pipe part to be cut and removed is drilled to form a liquid collection port, and a liquid supply pipe equipped with an open / close valve is connected to the liquid collection port. A work housing is attached to the existing pipe, the cutting work area of the existing pipe is sealed, the liquid supplied from the liquid supply pipe is filled in the sealed space, and the case and the work housing are subjected to a leakage test, and then sealed. In the space thus formed, a planned cutting position of the existing pipe may be cut by a cutting device.

上記構成によれば、切断装置で切断除去される切断除去予定管部に取液口を形成し、この取液口に開閉弁を備えた給液管を接続したのち、既設管の切断作業領域をケース及び作業用ハウジングにて密封し、この密封された空間内に給液管からの供給液を充填してケース及び作業用ハウジングの漏洩試験を実施するから、この漏洩試験のための液源を別途確保する必要がなく、しかも、切断残置予定管部に取液口を形成する場合のように、切断除去管部の切断除去後において取液口に対する特別な漏洩処理を施す必要もない。 According to the above configuration, a liquid collection port is formed in the cutting and removal planned pipe portion to be cut and removed by the cutting device, and a liquid supply pipe having an on-off valve is connected to the liquid collection port, and then the existing pipe is cut. The case and the work housing are sealed, and the liquid supplied from the liquid supply pipe is filled in the sealed space to perform a leak test on the case and the work housing. In addition, there is no need to perform a special leakage process on the liquid collection port after cutting and removing the cutting and removing pipe portion, as in the case where the liquid collection port is formed in the remaining cutting tube portion.

従って、切断除去される切断除去予定管部を利用して取液口を形成することにより、ケース及び作業用ハウジングの漏洩試験に用いる液体も施工現場において容易に確保することができるとともに、切断除去管部の切断除去後における取液口の特別な漏洩処理も不要化して、施工作業能率の改善を図ることができる。   Therefore, the liquid used for the leak test of the case and the housing for the work can be easily secured at the construction site by forming the liquid collection port using the cut and removed pipe portion to be cut and removed. The special leakage treatment of the liquid inlet after the pipe portion is cut and removed is unnecessary, and the construction work efficiency can be improved.

本発明による第6の特徴構成は、上述の既設管の切断除去方法に用いられる切断装置であって、既設管に対して切断ユニットを管軸芯周りで回転可能に支持するガイドサポート部に、切断除去予定管部の一部に形成される取液口の形成予定箇所の周囲を密封状態で覆う筒状ケースを取付け、この筒状ケースに接続した開閉弁に対して、開閉弁及び筒状ケースの各内部を通して切断除去予定管部の一部に取液口を形成するための切断具を備えた穿孔装置と給液管とを選択的に接続可能に構成してある点にある。
A sixth characteristic configuration according to the present invention is a cutting device used in the above-described existing pipe cutting and removing method, and a guide support portion that supports the cutting unit so as to be rotatable around the pipe axis with respect to the existing pipe. Attach a cylindrical case that covers the surrounding area of the liquid intake port to be formed in a part of the planned cutting and removal pipe part in a sealed state. The liquid supply pipe is configured to be selectively connectable to a perforation apparatus provided with a cutting tool for forming a liquid intake port in a part of the cut and removal planned pipe portion through each inside of the case.

上記特徴構成によれば、既設管に対して切断ユニットを管軸芯周りで回転可能に支持するためのガイドサポート部に、切断除去予定管部の一部に形成される取液口の周囲を密封状態で覆う筒状ケース及び開閉弁が予め装着されているから、開閉弁に取液口形成用の切断具を備えた穿孔装置を取付けることにより、切断除去予定管部の一部に取液口を密封状態で能率良く形成することができるとともに、穿孔後においては、穿孔装置が取外された開閉弁に給液管を接続することにより、予備的切削に伴って発生する切粉を給液管からの供給液を用いて確実、容易に除去処理することができるとともに、既設管の切断作業領域をケース及び作業用ハウジングにて密封したときに必要となる漏洩試験時においても、給液管からの供給液を利用して試験することができる。   According to the above characteristic configuration, the guide support portion for rotatably supporting the cutting unit around the tube axis with respect to the existing tube, the periphery of the liquid inlet formed in a part of the tube portion to be cut and removed Since the cylindrical case and the on-off valve that covers in a sealed state are pre-installed, by attaching a perforation device equipped with a cutting tool for forming a liquid inlet to the on-off valve, liquid can be taken into a part of the pipe part to be cut and removed. The mouth can be formed efficiently in a sealed state, and after drilling, the supply pipe is connected to the open / close valve from which the drilling device has been removed, so that chips generated during preliminary cutting can be supplied. The liquid supply from the liquid pipe can be reliably and easily removed, and the liquid supply is possible even during a leak test that is required when the existing pipe cutting work area is sealed with a case and work housing. Test using the liquid supplied from the tube It can be.

従って、切断装置のサポート部に装備されている筒状ケース及び開閉弁を利用して、開閉弁に対して取液口形成用の穿孔装置と給液管とを選択的に取付けるだけで済むから、ハウジングの漏洩試験及び切粉の排出などに使用する圧力液体を確保するための穿孔作業及び圧力液体を導出するための配管作業を能率良く容易に行うことができる。   Therefore, it is only necessary to selectively attach a perforating device for forming a liquid inlet and a liquid supply pipe to the on-off valve by using the cylindrical case and the on-off valve provided in the support portion of the cutting device. Further, it is possible to efficiently and easily perform the drilling work for securing the pressure liquid used for the leakage test of the housing and the discharge of the chips and the piping work for deriving the pressure liquid.

〔第1実施形態〕
図1〜図24は、既設管の一例である地中埋設の既設水道管1の途中に、弁の一例である流量調節機能(流量制御機能)を備えた仕切弁Vを不断水状態(不断流状態)で設置する弁設置設備及びそれを用いた弁設置工法を示し、弁設置設備には、既設水道管1の切断除去予定箇所よりも少し広い領域を密封状態で囲繞する弁箱機能を有する分割構造のケースAと、このケースAとで密閉された作業空間を形成する開閉操作自在な作業用開閉弁Bを備えた作業用ハウジングCと、両切削具の一例である切削バイト4を両切断残置管部(切断前は切断残置予定管部と記載する)1Bの端面1bとなる切断予定位置において管周方向に沿って径方向内方に送り込みながら移動させることにより、不断水状態のまま既設水道管1の切断除去予定管部(切断後は切断除去管部と記載する)1Aをそれの管径Dよりも小なる切断幅Wで輪状に切断除去する切断装置Eと、切断除去された管部1Aを保持して切断装置Eと共にケースAの上側開口部である弁体挿入口8及び作業用開閉弁Bを通して作業用ハウジングC内の上部空間S1に取り出す昇降可能な第1昇降保持装置Fと、ケースAの弁体挿入口8を密閉する蓋部2Aに対して、既設水道管1の切断除去箇所において流路を遮断する弁体部2BがT字状に一体形成され、かつ、両切断残置管部1Bの切断開口1aに対して同芯状態で相対向する弁体部2Bに管軸芯Xを通る径方向に沿った縦軸芯Y周りで開閉操作自在な補助弁体3が組み付けられている弁体2と、この弁体2を保持してこれをケースAの弁体挿入口8及び作業用開閉弁Bを通して両切断残置管部1Bの切断端面1b間にそれに触れない状態で所定の弁体装着位置にまで挿入する昇降自在な第2昇降保持装置Gが主要構成として備えられている。
[First Embodiment]
1 to 24 show an example of an existing water pipe 1 buried in the ground, which is an example of an existing pipe, and a gate valve V provided with a flow rate adjusting function (flow rate control function), which is an example of a valve, in an indefinite water state Shows the valve installation facility installed in the flow state) and the valve installation method using the valve installation facility. The valve installation facility has a valve box function that encloses an area a little wider than the planned cutting and removal location of the existing water pipe 1 in a sealed state. A case A having a divided structure, a work housing C having a work opening / closing valve B that can be opened and closed to form a work space sealed by the case A, and a cutting tool 4 that is an example of both cutting tools. Uncut water state by moving while cutting both pipes in the radial direction along the pipe circumferential direction at the planned cutting position which becomes the end face 1b of the cutting residual pipe part (previously described as the cutting residual pipe part) 1B. As planned, cutting and removal pipe part of the existing water pipe 1 ( A cutting device E that cuts and removes 1A in a ring shape with a cutting width W smaller than its tube diameter D, and a cutting device E that holds the cut and removed pipe portion 1A. In addition, the valve body insertion port 8 which is the upper opening of the case A and the first lifting / lowering holding device F which can be moved up and down to the upper space S1 in the work housing C through the work opening / closing valve B, and the valve body insertion port of the case A The valve body 2B that blocks the flow path at the cut and removed portion of the existing water pipe 1 is integrally formed in a T shape with respect to the lid portion 2A that seals 8 and the cut opening of both cut remaining pipe portions 1B A valve body 2 in which an auxiliary valve body 3 that can be opened and closed around a longitudinal axis Y along a radial direction passing through the tube axis X is assembled to a valve body 2B that is concentrically opposed to 1a; The valve body 2 is held and the valve body insertion port 8 of the case A and the work on-off valve B are And a second lifting holding device G elevating freely inserting untouched it to a predetermined valve body mounting position between the cut end surface 1b of the two cut leaving pipe portion 1B is provided as main components.

前記ケースAは、図9、図10に示すように、既設水道管1の切断除去予定管部1A及びそれの両側に連続する弁箱装着用の切断残置予定管部1Bに対して密封状態で下方から覆う上向き開口の下部ケース6と、切断除去予定管部1A及び切断残置予定管部1Bに対して密封状態で上方から覆う下向き開口の上部ケース7とを主要構成として備えていて、両ケース6,7は、既設水道管1の管軸芯Xを通る仮想水平面上の分割合わせ面において既設水道管1への装着時に溶接で一体化されるように構成されているとともに、上部ケース7の上端側には、切断装置E及び弁体2を上下方向から出し入れ可能な弁体挿入口8及び連結フランジ部7Aを備えた筒状の弁体挿入口部7Bが一体形成されている。   As shown in FIGS. 9 and 10, the case A is in a sealed state with respect to the existing pipe 1A for cutting and removing the existing water pipe 1 and the pipe 1B for cutting and leaving for the valve box continuous on both sides thereof. A lower case 6 having an upward opening covering from below and an upper case 7 having a downward opening covering from the upper side in a sealed state with respect to the cutting and removal planned pipe part 1A and the cutting remaining pipe part 1B are provided as main components. 6 and 7 are configured so as to be integrated by welding at the time of mounting on the existing water pipe 1 on the split joint surface on the virtual horizontal plane passing through the tube axis X of the existing water pipe 1, and the upper case 7. On the upper end side, a cylindrical valve body insertion port portion 7B provided with a valve body insertion port 8 and a connecting flange portion 7A through which the cutting device E and the valve body 2 can be taken in and out in the vertical direction is integrally formed.

また、図10に示すように、一体化された両ケース6,7のうち、既設水道管1の外周面に外嵌保持される両筒状ケース部6A,7Cの端部に形成された連結フランジ部9には、両筒状ケース部6A,7Cのテーパー状内周面と既設水道管1の外周面との間に介装された弾性シール材10を管軸芯X方向から圧縮する二分割構造の押輪11が複数本のT字ボルト12・ナット13で締め付け固定され、更に、各押輪11の周方向複数箇所には、既設水道管1の外周面に喰い込む離脱防止用ボルト14が螺合されている。   Moreover, as shown in FIG. 10, the connection formed in the edge part of both cylindrical case part 6A, 7C externally held by the outer peripheral surface of the existing water pipe 1 among both cases 6 and 7 integrated. The flange portion 9 compresses an elastic sealing material 10 interposed between the tapered inner peripheral surfaces of the cylindrical case portions 6A and 7C and the outer peripheral surface of the existing water pipe 1 from the tube axis X direction. A push ring 11 having a divided structure is fastened and fixed by a plurality of T-bolts 12 and nuts 13. Further, at a plurality of locations in the circumferential direction of each push ring 11, detachment prevention bolts 14 that bite into the outer peripheral surface of the existing water pipe 1 are provided. It is screwed.

図9、図10に示すように、下部ケース6の内底壁面6aで、既設水道管1の両切断予定位置の下方に位置する部位には、切断装置Eの両切削バイト4による切断作用に伴って発生する切粉(切り屑)を一部の水道水(液体の一例)と共に外部に接線方向から排出する排水口(排液口の一例)16が開口形成され、各排水口16に連通する排水管(排液管の一例)17には開閉操作自在な排水弁(開閉弁の一例)18が設けられているとともに、下部ケース6の内底壁面6aにおける各排水口16の周方向両側脇には、切断装置Eのガイドサポート部E2の底部に設けた脚部材42を上下方向から脱着自在に嵌合状態で載置支持する受け台19が設けられている。   As shown in FIGS. 9 and 10, the inner bottom wall surface 6 a of the lower case 6 has a cutting action by the two cutting tools 4 of the cutting device E at a position located below the both cutting scheduled positions of the existing water pipe 1. A drainage port (an example of a drainage port) 16 for discharging chips (chips) generated along with a part of tap water (an example of liquid) from the tangential direction to the outside is formed and communicated with each drainage port 16. The drain pipe (an example of the drain pipe) 17 is provided with a drain valve (an example of the on-off valve) 18 that can be freely opened and closed, and both the circumferential sides of the drain ports 16 on the inner bottom wall surface 6 a of the lower case 6. Aside from this, there is provided a cradle 19 for mounting and supporting the leg member 42 provided at the bottom of the guide support portion E2 of the cutting device E in a fitting state so as to be detachable from the vertical direction.

前記両排水口16は、流路遮断状態にある弁体2の上流側と下流側に分散配置されることになるから、図24の仮想線で示すように、切断装置Eによる切断作業後において、両排水弁18同士を接続管57で連通接続することにより、弁体2に組み付けられている補助弁体3を開き操作する際、両排水弁18の開き操作によって弁体2の上流側と下流側の圧力差を減少することができるので、補助弁体3の開閉操作を少ない労力で楽に行うことができる。   Since both the drain ports 16 are dispersedly arranged on the upstream side and the downstream side of the valve body 2 in the flow path cut-off state, as shown by the phantom line in FIG. When the auxiliary valve body 3 assembled to the valve body 2 is opened by connecting both the drain valves 18 through the connecting pipe 57, the upstream side of the valve body 2 is opened by opening the both drain valves 18. Since the downstream pressure difference can be reduced, the opening and closing operation of the auxiliary valve body 3 can be easily performed with little effort.

また、図21に示すように、第2昇降保持装置Gの昇降筒軸29を介して作業用ハウジングCの作業ケース25内に吊下げ支持された弁体2を、作業用開閉弁B及びケースAの弁体挿入口8を通して両切断残置管部1Bの切断端面1bに触れない状態で所定の弁体装着位置にまで下降させる際には、下部ケース6の排水弁18と作業ケース25に設けた給水弁50とを送水管51で連通接続することにより、作業用開閉弁Bの仕切弁体46を開き操作するとき、上部空間S1と下部空間S2との圧力差を減少することができるので、仕切弁体46の開き操作を少ない労力で楽に行うことができる。   Further, as shown in FIG. 21, the valve body 2 suspended and supported in the work case 25 of the work housing C via the lift cylinder shaft 29 of the second lift holding device G is connected to the work opening / closing valve B and the case. When lowering to the predetermined valve body mounting position without touching the cut end face 1b of both cutting residual pipe sections 1B through the valve body insertion port 8 of A, the drain valve 18 of the lower case 6 and the work case 25 By connecting the provided water supply valve 50 through the water supply pipe 51, when the gate valve 46 of the work on-off valve B is opened, the pressure difference between the upper space S1 and the lower space S2 can be reduced. Therefore, the opening operation of the gate valve body 46 can be easily performed with little effort.

図9、図10、図23に示すように、一体化された両ケース6,7の内壁面には、弁体2の弁体部2Bの外周面に設けた弾性シール材2Cが密封状態にまで圧接される管軸芯X方向視略Uの字状又は半長円形状の弁座20が形成され、この弁座20が両ケース6,7の左右の内側壁面6b及び内底壁面6aよりも少し内方側に隆起形成されている。   As shown in FIGS. 9, 10, and 23, an elastic sealing material 2 </ b> C provided on the outer peripheral surface of the valve body 2 </ b> B of the valve body 2 is in a sealed state on the inner wall surfaces of the integrated cases 6 and 7. A valve seat 20 having a substantially U-shape or semi-oval shape when viewed in the tube axis X direction is formed, and the valve seat 20 is formed from the left and right inner wall surfaces 6b and inner bottom wall surfaces 6a of both cases 6 and 7. The ridge is also slightly formed inward.

図21〜図23に示すように、上部ケース7の弁体挿入口部7Bの内周面が、弁体2の蓋部2Aの外周面に設けた弾性シール材2Dが密封状態にまで圧接されるシール面に形成されているとともに、弁体2の蓋部2Aの上側角部が、上方ほど中心側に位置するテーパー面2aに形成され、上部ケース7の弁体挿入口部7Bの周方向複数箇所には、弁体2が流路を遮断する弁体装着位置にあるとき、弁体2をケースAの弁座20に押圧した状態で抜止め固定すべく、弁体2の蓋部2Aのテーパー面2aを下方に押圧するためのテーパー状の押圧面21aを先端側に形成してある押えボルト21が水平方向から締付け側に螺合されている。   As shown in FIGS. 21 to 23, the inner peripheral surface of the valve body insertion port portion 7 </ b> B of the upper case 7 is pressed into a sealed state by the elastic sealing material 2 </ b> D provided on the outer peripheral surface of the lid portion 2 </ b> A of the valve body 2. The upper corner portion of the lid portion 2A of the valve body 2 is formed in a tapered surface 2a located on the center side toward the upper side, and the circumferential direction of the valve body insertion port portion 7B of the upper case 7 At a plurality of places, when the valve body 2 is in a valve body mounting position where the flow path is blocked, the lid 2A of the valve body 2 is to be secured in a state where the valve body 2 is pressed against the valve seat 20 of the case A. A presser bolt 21 having a tapered pressing surface 21a for pressing down the tapered surface 2a on the tip side is screwed to the tightening side from the horizontal direction.

前記弁体2がケースAの弁座20に押圧した状態で抜止め固定されたとき、上部ケース7の弁体挿入口部7Bの連結フランジ部7Aには、図23、図24に示すように、ケースAの弁体挿入口8を密閉する弁蓋22がボルト27・ナット28を介して密封状態で固定連結されるとともに、この弁蓋22の中央部には、弁体2の上側弁軸部2Eを支承する軸受け部22Aが形成され、この軸受け部22Aの上端に形成された連結フランジ部22Bには、補助弁体3をケースAの外部から開閉操作する操作手段5の操作軸5Aに対して上下方向から脱着自在に連動する減速機15が取付けられる。   As shown in FIGS. 23 and 24, when the valve body 2 is secured to the valve seat 20 of the case A in a pressed state, the connection flange portion 7A of the valve body insertion port portion 7B of the upper case 7 has The valve lid 22 for sealing the valve body insertion port 8 of the case A is fixedly connected in a sealed state via bolts 27 and nuts 28, and the upper valve shaft of the valve body 2 is disposed at the center of the valve lid 22. A bearing portion 22A for supporting the portion 2E is formed, and a connecting flange portion 22B formed at the upper end of the bearing portion 22A is connected to the operation shaft 5A of the operating means 5 for opening and closing the auxiliary valve body 3 from the outside of the case A. On the other hand, a speed reducer 15 that is detachably linked from the vertical direction is attached.

前記操作手段5は、図23、図24に示すように、弁体2に対して補助弁体3を縦軸芯Y周りで回動自在に支承すべく、該補助弁体3の上下両端部に形成される回動支点軸のうち、上側の回動支点軸に操作軸5Aを一体形成して構成されているとともに、減速機15の上面には、操作手段5の操作軸5Aに減速ギヤ機構を介して連動する回転操作軸15Aが突設されている。   As shown in FIGS. 23 and 24, the operating means 5 has upper and lower end portions of the auxiliary valve body 3 so as to pivotally support the auxiliary valve body 3 about the longitudinal axis Y with respect to the valve body 2. The operation shaft 5A is integrally formed with the upper rotation fulcrum shaft among the rotation fulcrum shafts formed on the upper surface of the reduction gear 15, and the reduction gear 15 is connected to the operation shaft 5A of the operation means 5 on the upper surface of the reduction gear 15. A rotating operation shaft 15A that is linked via a mechanism is provided in a projecting manner.

前記作業用ハウジングCを構成するに、図17〜図22に示すように、ケースAの連結フランジ部7Aに、ケースAの内部空間とで切断装置Eと弁体2とを択一的に収納可能な下部空間S2を形成する補助ケース23の下部連結フランジ部23Aがボルト27・ナット28を介して密封状態で脱着可能に固定連結され、この補助ケース23の上部連結フランジ部23Bには、作業用開閉弁Bの弁ケース24の下部連結フランジ部24Aがボルト27・ナット28を介して密封状態で脱着可能に固定連結されているとともに、弁ケース24の上部連結フランジ部24Bには、切断装置Eと弁体2とを択一的に収納可能な上部空間S1を形成する上下分割構造の作業ケース25の下部連結フランジ部25Aがボルト27・ナット28を介して密封状態で脱着可能に固定連結され、更に、作業ケース25の上部連結フランジ部25Bには、第1昇降保持装置Fの昇降筒軸29又は第2昇降保持装置Gの昇降筒軸29を上下方向に摺動自在に支持する蓋カバー26の連結フランジ部26Aが、ボルト27・ナット28を介して密封状態で脱着可能に固定連結されている。   As shown in FIGS. 17 to 22, the working housing C is configured so that the cutting device E and the valve body 2 are alternatively accommodated in the connecting flange portion 7 </ b> A of the case A and the internal space of the case A. A lower connecting flange portion 23A of the auxiliary case 23 that forms a possible lower space S2 is fixedly connected in a sealed state through bolts 27 and nuts 28 so as to be detachable, and the upper connecting flange portion 23B of the auxiliary case 23 has a work The lower connecting flange portion 24A of the valve case 24 of the on-off valve B is fixedly connected to the upper connecting flange portion 24B of the valve case 24 through a bolt 27 and a nut 28 in a sealed state. A lower connecting flange portion 25A of a work case 25 having a vertically divided structure that forms an upper space S1 in which E and the valve body 2 can be alternatively stored is sealed via bolts 27 and nuts 28. Further, the lifting cylinder shaft 29 of the first lifting / lowering holding device F or the lifting cylinder shaft 29 of the second lifting / lowering holding device G is vertically connected to the upper connecting flange portion 25B of the work case 25. A connecting flange portion 26A of the lid cover 26 that is slidably supported is fixedly connected through a bolt 27 and a nut 28 so as to be detachable in a sealed state.

前記切断装置Eは、図3、図4、図9〜図11に示すように、既設水道管1の両切断残置管部1Bの端面となる切断予定位置において管周方向に沿って切断する切削バイト4を備えた複数の切断ユニットE1と、切断ユニットE1を装備してある左右一対のスプロケットホイール31と、これを既設水道管1の管軸芯X周りで回転自在に嵌合支持する左右一対のガイド円盤30を備え、かつ、既設水道管1の切断除去予定管部1Aに外嵌固定される二分割構造のガイドサポート部E2と、両スプロケットホイール31を駆動回転させる駆動部E3とから構成されている。   The said cutting device E cut | disconnects along a pipe circumferential direction in the cutting plan position used as the end surface of both the cutting remaining pipe parts 1B of the existing water pipe 1, as shown in FIG.3, FIG.4, FIG.9-11. A plurality of cutting units E1 provided with cutting tools 4, a pair of left and right sprocket wheels 31 equipped with the cutting unit E1, and left and right for fitting and supporting them rotatably around the tube axis X of the existing water pipe 1 A guide support portion E2 having a pair of guide disks 30 and externally fixed to the cut and removal planned pipe portion 1A of the existing water pipe 1, and a drive portion E3 for driving and rotating both sprocket wheels 31 It is configured.

各切断ユニットE1は、スプロケットホイール31に設けた取付け部32に、切削バイト4を脱着自在に保持するバイトホルダ33を管径方向に摺動自在に案内する摺動ガイド部34と、該摺動ガイド部34に沿ってバイトホルダ33を摺動させる送りネジ軸35と、切断ユニットE1の回転経路脇のガイドサポート部E2に設けた係合部材36との係合によって、送りネジ軸35に単位送り量に相当する回転を付与する受動回転体37を設けて構成されている。   Each cutting unit E1 includes a sliding guide portion 34 for slidably guiding a cutting tool holder 33 for detachably holding the cutting tool 4 in a pipe radial direction to a mounting part 32 provided on the sprocket wheel 31; The feed screw shaft 35 is united by the engagement of the feed screw shaft 35 for sliding the tool holder 33 along the guide portion 34 and the engagement member 36 provided on the guide support portion E2 on the side of the rotation path of the cutting unit E1. A passive rotating body 37 that provides rotation corresponding to the feed amount is provided.

前記駆動部E3は、ガイドサポート部E2の上部に、縦軸芯Y周りで回転自在な入力軸38とこれに連動して既設水道管1の管軸芯Xと平行な軸芯周りで駆動回転される左右一対の駆動スプロケット39とを備えた伝動ケース40を設けるとともに、各駆動スプロケット39とそれと同一側に位置する各スプロケットホイール31とに亘って伝動チェーン41を巻回して構成されている。   The drive part E3 is driven and rotated around an axis parallel to the pipe axis X of the existing water pipe 1 in conjunction with the input shaft 38 which is rotatable around the vertical axis Y at the upper part of the guide support part E2. A transmission case 40 having a pair of left and right drive sprockets 39 is provided, and a transmission chain 41 is wound around each drive sprocket 39 and each sprocket wheel 31 located on the same side thereof.

前記ガイドサポート部E2は、図2〜図4に示すように、既設水道管1の管軸芯Xを通る仮想水平面上において二分割された半円筒状の上下一対のガイドサポート体53,54からなり、両ガイドサポート体53,54の管周方向両端部の各々には、管周方向で隣接するもの同士をボルト55・ナット56を介して固定連結するための連結フランジ部53A,54Aが管径方向内方に向かって一体的に突出形成されている。   As shown in FIGS. 2 to 4, the guide support portion E <b> 2 includes a pair of upper and lower guide support bodies 53 and 54 that are divided in half on a virtual horizontal plane passing through the tube axis X of the existing water pipe 1. Each of the guide support bodies 53 and 54 has pipe flanges 53A and 54A for fixing and connecting the adjacent ones in the pipe circumferential direction via bolts 55 and nuts 56 to the pipe circumferential ends. It is integrally formed to project radially inward.

前記ガイドサポート部E2の上側ガイドサポート体53又は下側ガイドサポート体54には、切断除去予定管部1Aの一部に切片59を切り出す状態で貫通形成される取水口(取液口)60の形成予定箇所の周囲を覆う筒状ケース61と、この筒状ケース61の径方向内端側に連設された管当たり部61Aを切断除去予定管部1Aの外周面側に密封状態で径方向から押圧固定する複数本の固定ボルト(固定手段の一例)63とが取付けられ、筒状ケース61の管当たり部61Aには、取水口60周りにおける管当たり部61Aの内周面と切断除去予定管部1Aの外周面との間を密封する弾性シール材62が装着されているとともに、筒状ケース61の径方向外端側に形成された雄ネジ部には、弁体64Aを開閉操作するための操作ハンドル64Bを備えた取水用開閉弁64が密封状態で螺合固定されている。   The upper guide support body 53 or the lower guide support body 54 of the guide support portion E2 has a water intake port (liquid intake port) 60 formed so as to penetrate in a state in which a section 59 is cut out in a part of the cut and removed planned pipe portion 1A. A cylindrical case 61 covering the periphery of the planned formation location, and a pipe contact portion 61A continuously provided on the radially inner end side of the cylindrical case 61 are sealed in a sealed state on the outer peripheral surface side of the planned cut-and-removed pipe portion 1A. A plurality of fixing bolts (an example of fixing means) 63 that are pressed and fixed from the pipe are attached to the pipe contact portion 61A of the cylindrical case 61 and the inner peripheral surface of the pipe contact portion 61A around the water intake 60 and to be cut and removed. An elastic sealing material 62 that seals between the outer peripheral surface of the pipe portion 1A is mounted, and the valve body 64A is opened and closed on the male screw portion formed on the radially outer end side of the cylindrical case 61. Operation handle 6 Intake on-off valve 64 having a B is screwed fixed in a sealed state.

更に、図5〜図8、図13に示すように、前記取水用開閉弁64の連結フランジ部64Cに対して、この開閉弁64及び筒状ケース61の各内部を通して切断除去予定管部1Aの一部に取水口(取液口)60を形成するための切削具であるホールソー70を備えた取水口用穿孔装置Hの連結フランジ部68Aと先端側に手元操作用の開閉弁65を備えた可撓性の給液管の一例である給水ホース66の連結フランジ部66Aとが選択的に密封状態で接続可能に構成されている。   Further, as shown in FIG. 5 to FIG. 8 and FIG. 13, with respect to the connecting flange portion 64 </ b> C of the water intake on / off valve 64, the cutting / removal scheduled pipe portion 1 </ b> A passes through the inside of the on / off valve 64 and the cylindrical case 61. A connection flange portion 68A of a water intake perforation apparatus H provided with a hole saw 70, which is a cutting tool for forming a water intake (liquid intake) 60 in a part, and an opening / closing valve 65 for hand operation are provided at the tip side. A connection flange portion 66A of a water supply hose 66, which is an example of a flexible liquid supply pipe, can be selectively connected in a sealed state.

前記取水口用穿孔装置Hは、図5〜図7に示すように、電動モータやエンジン等の原動部67の駆動により、ケーシング68に支承された回転並びに穿孔軸線方向に摺動自在な駆動回転軸69に対して駆動回転力と送り力とを付与し、この駆動回転軸69の先端部に連結されたホールソー70を、開き操作された取水用開閉弁64を通して管径方向に沿って送り込むことにより、切断除去予定管部1Aの一部に取水口60を形成する。   As shown in FIGS. 5 to 7, the water intake perforation apparatus H is driven by a driving portion 67 such as an electric motor or an engine, and is driven to rotate by a casing 68 and slidably driven in the perforation axis direction. A driving rotational force and a feeding force are applied to the shaft 69, and the hole saw 70 connected to the distal end portion of the driving rotational shaft 69 is fed along the pipe diameter direction through the water intake on-off valve 64 that has been opened. Thus, the water intake 60 is formed in a part of the cut and removal planned pipe portion 1A.

前記ホールソー70は、先端部に切削チップが設けられている円筒状ボディー70Aと、これの中心位置を通して切削チップよりも前方に突出するセンタードリル70Bとから構成されているとともに、センタードリル70Bには、円筒状ボディー70A内に入り込んだ切片59の抜け出しを防止する起伏揺動自在な抜止め片(図示せず)が設けられている。   The hole saw 70 is composed of a cylindrical body 70A having a cutting tip provided at the tip, and a center drill 70B protruding forward from the cutting tip through the center position of the cylindrical body 70A. Further, an up-and-down swingable retaining piece (not shown) is provided to prevent the section 59 that has entered the cylindrical body 70A from coming out.

このホールソー70で回収された切片59の厚み(板厚)tを計測し、この実測に基づいて、後述するように、既設水道管1の切断予定箇所を切断分離しない又は水道水の圧力で破断しない範囲で切断装置Eにて予備的に切削し、その予備的切削に伴って発生する切粉を除去処理したのち、既設水道管1の切断作業領域をケース6及び作業用ハウジングCにて密封し、既設水道管1の切断予定箇所を前記予備切削に引き続いて切断装置Eにて切断するように構成されている。   The thickness (plate thickness) t of the slice 59 collected by the hole saw 70 is measured, and based on the actual measurement, the planned cutting portion of the existing water pipe 1 is not cut or separated or is broken by the pressure of tap water as will be described later. The cutting device E is preliminarily cut to the extent not to be removed, and the chips generated by the preliminary cutting are removed, and then the cutting work area of the existing water pipe 1 is sealed with the case 6 and the working housing C. And the cutting scheduled part of the existing water pipe 1 is cut | disconnected by the cutting device E following the said preliminary cutting.

前記ケースAの下部ケース6の周方向二箇所及び補助ケース23の周方向二箇所で、かつ、径方向で略相対向する部位又はそれに近い位置関係となる部位には、既設水道管1と切断装置Eのガイドサポート部E2との相対回転を防止するべく、ガイドサポート部E2の周方向四箇所を径方向外方から相対回転不能な状態に押し付け固定する固定具Jが設けられている。   In the two places in the circumferential direction of the lower case 6 of the case A and the two places in the circumferential direction of the auxiliary case 23, and in parts that are substantially opposite to each other in the radial direction or in a position that is close thereto, the existing water pipe 1 is cut. In order to prevent relative rotation with the guide support part E2 of the apparatus E, the fixture J which presses and fixes the circumferential direction four places of the guide support part E2 from the radial direction outer side in the state which cannot be relatively rotated is provided.

前記補助ケース23側の各固定具Jは、図12に示すように、補助ケース23に径方向に沿う傾斜姿勢で固着された固定筒体72に、これの上側端面に接当する鍔部73aを備えたガイド筒体73がボルト等で相対回転不能に締付け固定され、このガイド筒体73には、ガイドサポート部E2の上側ガイドサポート体53に突出固定された受け軸74の受け面74aを径方向外方から押圧可能な押圧面75aを備えた押圧軸75が径方向に摺動並びに回転自在に内嵌されているとともに、ガイド筒体73の上側端部には、押圧軸75の上半側に形成された雄ネジ部75bに螺合するネジキャップ76が相対回転不能な状態で固定され、更に、押圧軸75の上端部には、ロックナット77を緩めた状態で押圧軸75を工具で回転操作するための六角軸状の操作係合部75cが形成されている。   As shown in FIG. 12, each fixture J on the side of the auxiliary case 23 is attached to a fixed cylinder 72 fixed to the auxiliary case 23 in an inclined posture along the radial direction. The guide cylinder 73 provided with a bolt and the like is fastened and fixed in a relatively non-rotatable manner. The guide cylinder 73 is provided with a receiving surface 74a of a receiving shaft 74 that is fixedly projected to the upper guide support body 53 of the guide support portion E2. A pressing shaft 75 having a pressing surface 75a that can be pressed from the outside in the radial direction is fitted in the radial direction so as to be slidable and rotatable. A screw cap 76 that is screwed into a male screw portion 75b formed on the half side is fixed in a relatively non-rotatable state. Further, the upper end of the pressing shaft 75 is provided with a pressing shaft 75 in a loosened lock nut 77. For rotating with a tool Angular shaft-like operation engaging portion 75c is formed.

そして、切断装置Eを切断除去管部1Aと共に作業用ハウジングCの上部空間S1内に上昇させる場合には、上側ガイドサポート体53の受け軸74を押圧していた押圧軸75を、受け軸74の先端昇降軌跡外に退避するまで径方向外方側に戻り移動させる。   When the cutting device E is lifted into the upper space S1 of the working housing C together with the cutting / removing tube portion 1A, the pressing shaft 75 that has pressed the receiving shaft 74 of the upper guide support body 53 is replaced with the receiving shaft 74. The tip is moved back outward in the radial direction until it is retracted out of the locus of raising and lowering the tip.

また、下部ケース6の各固定具Jも、補助ケース23側の各固定具Jと同様に構成されていて、具体的には、図12を参照しながら説明すると、下部ケース6に径方向に沿う傾斜姿勢で固着された固定筒体72に、これの下側端面に接当する鍔部73aを備えたガイド筒体73がボルト等で相対回転不能に締付け固定され、このガイド筒体73には、ガイドサポート部E2の下側ガイドサポート体54に突出固定された受け軸74の受け面74aを径方向外方から押圧可能な押圧面75aを備えた押圧軸75が径方向に摺動並びに回転自在に内嵌されているとともに、ガイド筒体73の下側端部には、押圧軸75の下半側に形成された雄ネジ部75bに螺合するネジキャップ76が相対回転不能な状態で固定され、更に、押圧軸75の下端部には、ロックナット77を緩めた状態で押圧軸75を工具で回転操作するための六角軸状の操作係合部75cが形成されている。   Further, each fixture J of the lower case 6 is also configured in the same manner as each fixture J on the auxiliary case 23 side. Specifically, with reference to FIG. A guide cylinder 73 provided with a flange 73a that comes into contact with the lower end surface of the fixed cylinder 72 fixed in a slanting posture is fastened and fixed with a bolt or the like so as not to be relatively rotatable. The pressing shaft 75 having a pressing surface 75a capable of pressing the receiving surface 74a of the receiving shaft 74 protruding and fixed to the lower guide support body 54 of the guide support portion E2 from the outside in the radial direction slides in the radial direction. A screw cap 76 that is rotatably fitted and is screwed into a male screw portion 75 b formed on the lower half side of the pressing shaft 75 at the lower end portion of the guide cylinder 73 so as not to be relatively rotatable. And the lower end of the pressing shaft 75 Is hexagonal shaft-shaped operation engaging portion 75c for rotating the pressing shaft 75 with a tool in a state of loosening the lock nut 77 is formed.

前記第1昇降保持装置Fと第2昇降保持装置Gは同一構造に構成されていて、各昇降筒軸29の下端部には、切断装置Eの伝動ケース40又は弁体2の上側弁軸部2Eに対して選択的に吊下げ可能な状態で固定連結される連結部44が設けられているとともに、各昇降筒軸29内には、切断装置Eの入力軸38に動力を伝達する伝動軸(図示せず)が設けられ、更に、各昇降筒軸29の上端部には、伝動軸を駆動する電動モータ45が脱着自在に設けられている。   The first elevating / holding device F and the second elevating / holding device G have the same structure, and the lower end portion of each elevating cylinder shaft 29 has a transmission case 40 of the cutting device E or the upper valve shaft portion of the valve body 2. A connecting portion 44 that is fixedly connected in a state that can be selectively hung with respect to 2E is provided, and a transmission shaft that transmits power to the input shaft 38 of the cutting device E is provided in each lifting cylinder shaft 29. (Not shown) is provided, and an electric motor 45 for driving the transmission shaft is detachably provided at the upper end of each lifting cylinder shaft 29.

前記弁体2に組み付けられている補助弁体3の表裏両面の各々は、既設水道管1の管軸芯X側が最も突出する部分球状面に構成されている。   Each of the front and back both surfaces of the auxiliary valve body 3 assembled to the valve body 2 is configured as a partial spherical surface from which the tube axis X side of the existing water pipe 1 protrudes most.

前記作業用開閉弁Bは、図18、図19に示すように、弁ケース24の内部通路を密封状態で遮断する水平方向に摺動自在な仕切弁体46と、仕切弁体46に螺合されたネジ軸47を介して開閉操作する操作ハンドル48から構成されている。   As shown in FIGS. 18 and 19, the working on-off valve B is screwed into the gate valve body 46, which is slidable in the horizontal direction and shuts off the internal passage of the valve case 24 in a sealed state. An operation handle 48 that opens and closes via a screw shaft 47 is provided.

次に、上述の如く構成された弁設置設備を用いた既設水道管1の切断除去方法及び弁設置工法について説明する。
図1に示すように、地中に埋設されている既設水道管1の弁設置箇所を含む作業領域を掘削して作業ピットPを形成し、この作業ピットPの底部に鉄筋入りのベースコンクリート80を構築するとともに、既設水道管1の両切断残置管部1Bを切断後も同芯状態に維持するための鉄筋入りの支柱コンクリート81を構築する。
Next, a method for cutting and removing the existing water pipe 1 using the valve installation equipment configured as described above and a valve installation method will be described.
As shown in FIG. 1, a work pit P is formed by excavating a work area including a valve installation location of an existing water pipe 1 buried in the ground, and a base concrete 80 containing a reinforcing bar is formed at the bottom of the work pit P. Is constructed, and reinforcing column concrete 81 with a reinforcing bar for maintaining the concentric state after cutting both the cut and left pipe portions 1B of the existing water pipe 1 is constructed.

図2、図3に示すように、ケースAの下部ケース6に切断装置Eのガイドサポート部E2の下側ガイドサポート体54を仮止め固定し、この状態で既設水道管1の切断除去予定管部1Aとベースコンクリート80の上面との間の空隙を通して入れ込み、ベースコンクリート80上の所定位置に載置された複数の仮受け台89上に設置する。   As shown in FIGS. 2 and 3, the lower guide support body 54 of the guide support part E2 of the cutting device E is temporarily fixed to the lower case 6 of the case A, and the existing water pipe 1 is to be cut and removed in this state. It inserts through the space | gap between the part 1A and the upper surface of the base concrete 80, and installs on the some temporary support stand 89 mounted in the predetermined position on the base concrete 80. FIG.

既設水道管1の切断除去予定管部1A上に、切断装置Eのガイドサポート部E2の上側ガイドサポート体53を装着し、両ガイドサポート体53,54の連結フランジ部53A,54A同士をボルト55・ナット56にて固定連結することにより、切断装置Eのガイドサポート部E2を既設水道管1の切断除去予定管部1Aの所定位置に固定装着する。
このとき、両スプロケットホイール31に装備される切断ユニットE1の切削バイト4の管軸芯X方向での取付け間隔は、既設水道管1の管径Dよりも狭い所定の切断幅Wに設定されている。
The upper guide support body 53 of the guide support part E2 of the cutting device E is mounted on the pipe part 1A to be cut and removed of the existing water pipe 1, and the connecting flange parts 53A and 54A of both guide support bodies 53 and 54 are bolted to each other. By fixing and connecting with the nut 56, the guide support portion E2 of the cutting device E is fixedly attached to a predetermined position of the cutting and removal planned pipe portion 1A of the existing water pipe 1.
At this time, the attachment interval in the tube axis X direction of the cutting tool 4 of the cutting unit E1 equipped on both the sprocket wheels 31 is set to a predetermined cutting width W narrower than the pipe diameter D of the existing water pipe 1. Yes.

図4に示すように、ケースAの下部ケース6と切断装置Eの下側ガイドサポート体54との仮止め固定を解除し、仮受け台89を取り外して下部ケース6をベースコンクリート80の上面に載置するとともに、切断装置Eの伝動ケース40の入力軸38に電動モータ45を連結し、電動モータ45を駆動して、切断ユニットE1及びガイドサポート部E2等の調整を行う。   As shown in FIG. 4, the temporary fixing of the lower case 6 of the case A and the lower guide support body 54 of the cutting device E is released, the temporary support base 89 is removed, and the lower case 6 is placed on the upper surface of the base concrete 80. The electric motor 45 is connected to the input shaft 38 of the transmission case 40 of the cutting device E, and the electric motor 45 is driven to adjust the cutting unit E1, the guide support portion E2, and the like.

この切断装置Eの調整時に、図5、図6に示すように、ガイドサポート部E2に取付けられている取水用開閉弁64の連結フランジ部64Cに、取水口用穿孔装置Hの連結フランジ部68Aを密封状態で固定連結したのち、取水用開閉弁64の弁体64Aを開き操作し、原動部67を駆動してケーシング68に支承されている駆動回転軸69に対して駆動回転力と送り力とを付与し、この駆動回転軸69の先端部に連結されているホールソー70を、開き操作されている取水用開閉弁64の内部を通して管径方向に沿って送り込むことにより、切断除去予定管部1Aの一部に取水口60を貫通形成する。   When adjusting the cutting device E, as shown in FIGS. 5 and 6, the connection flange portion 68A of the water intake perforation device H is connected to the connection flange portion 64C of the water intake on-off valve 64 attached to the guide support portion E2. Are fixedly connected in a sealed state, then the valve body 64A of the water intake on-off valve 64 is opened to drive the driving portion 67 to drive the driving rotary shaft 69 supported by the casing 68. And the hole saw 70 connected to the tip of the drive rotating shaft 69 is fed along the pipe radial direction through the inside of the water intake on-off valve 64 that is opened, thereby cutting and cutting scheduled pipe portion A water intake 60 is formed through a part of 1A.

切断除去予定管部1Aに取水口60が貫通形成されると、図7、図8に示すように、取水口用穿孔装置Hのホールソー70を初期の待機位置に復帰移動させ、取水用開閉弁64の弁体64Aを閉じ操作し、取水用開閉弁64の連結フランジ部64Cから取水口用穿孔装置Hの連結フランジ部68Aを取り外すとともに、取水用開閉弁64の連結フランジ部64Cに手元操作用開閉弁65を備えた給水ホース66の連結フランジ部66Aを密封状態で固定連結する。   When the intake port 60 is formed through the cutting and removal planned pipe portion 1A, as shown in FIGS. 7 and 8, the hole saw 70 of the intake port punching device H is moved back to the initial standby position, and the intake opening / closing valve is moved. 64 valve body 64A is closed and the connection flange portion 68A of the water intake perforation device H is removed from the connection flange portion 64C of the intake water on-off valve 64, and the connection flange portion 64C of the water intake on-off valve 64 is used for hand operation. The connection flange portion 66A of the water supply hose 66 provided with the on-off valve 65 is fixedly connected in a sealed state.

取水口用穿孔装置Hが取り外されると、ホールソー70のセンタードリル70Bに保持されている切片59を抜き出し、この切片59の厚み(板厚)tを計測するとともに、この実測された切片59の厚みに基づいて、既設水道管1の切断予定箇所を切断分離しない又は水道水の水圧で破断しない状態での切断装置Eによる予備切削のための最大切削深さを算出する。   When the water inlet piercing device H is removed, the section 59 held by the center drill 70B of the hole saw 70 is extracted, the thickness (plate thickness) t of the section 59 is measured, and the thickness of the measured section 59 is measured. Based on the above, the maximum cutting depth for preliminary cutting by the cutting device E in a state in which the planned cutting portion of the existing water pipe 1 is not cut and separated or is not broken by the water pressure of tap water is calculated.

次に、図9、図10に示すように、既設水道管1の切断除去予定管部1A及びそれの両側に連続する弁箱装着用の切断残置予定管部1Bに対して、切断装置Eを構成する二分割構造のガイドサポート部E2及び切断ユニットE1等を覆い包む状態で、下部ケース6の連結フランジ部6Bと上部ケース7の連結フランジ部7Dとをボルト27・ナット28にて密封状態で仮止め連結して、両ケース6,7の連結フランジ部6B,7Dを、既設水道管1の管軸芯Xを通る仮想水平面上の分割合わせ面において既設水道管1への装着時に溶接で一体化する。   Next, as shown in FIGS. 9 and 10, the cutting device E is applied to the planned cutting / removal pipe portion 1 </ b> A of the existing water pipe 1 and the planned cutting remaining pipe portion 1 </ b> B for mounting the valve box on both sides thereof. The cover flange 6B of the lower case 6 and the connection flange 7D of the upper case 7 are hermetically sealed with bolts 27 and nuts 28 in a state of covering the guide support portion E2 and the cutting unit E1 having the two-part structure. Temporarily fastened and connected, the connecting flange portions 6B and 7D of both cases 6 and 7 are integrated by welding at the time of mounting to the existing water pipe 1 on the divided joint surface on the virtual horizontal plane passing through the tube axis X of the existing water pipe 1 Turn into.

一体化された両ケース6,7のうち、既設水道管1の外周面に外嵌保持される両筒状ケース部6A,7Cの端部には、これのテーパー内周面と既設水道管1の外周面との間に介装された弾性シール材10を管軸芯X方向から密封状態に圧縮する二分割構造の押輪11を締め付け固定するとともに、各押輪11の周方向複数箇所に螺合された離脱防止用ボルト14を既設水道管1の外周面に喰い込む抜止め状態にまで締付け操作して、ケースAを密封状態で既設水道管1の両切断残置予定管部1Bに亘って強固に抜止め固定する。   Among the integrated cases 6 and 7, the tapered inner peripheral surface and the existing water pipe 1 are provided at the ends of both cylindrical case parts 6 </ b> A and 7 </ b> C that are fitted and held on the outer peripheral surface of the existing water pipe 1. The elastic seal material 10 interposed between the outer peripheral surfaces of the two pressurized wheels 11 is compressed and tightened in a sealed state from the direction of the tube axis X, and is screwed into a plurality of positions in the circumferential direction of each presser wheel 11. The detachment prevention bolt 14 is tightened to a retaining state in which the bolt 14 is inserted into the outer peripheral surface of the existing water pipe 1, and the case A is tightly sealed over the both-cutting remaining pipe portions 1B of the existing water pipe 1 in a sealed state. Secure it to the position.

図11、図12に示すように、上部ケース7の連結フランジ部7Aに、作業用ハウジングCを構成する固定具Jを備えた補助ケース23の連結フランジ部23Aをボルト27・ナット28にて密封状態で固定連結するとともに、下部ケース6の周方向二箇所に設けられている固定具J及び補助ケース23の周方向二箇所に設けられている固定具Jの各押圧軸75の操作係合部75cを工具で締付け側に螺合操作して、ガイドサポート部E2の下側ガイドサポート体54及び上側ガイドサポート体53に夫々突設された受け軸74の受け面74aを、径方向内方側に向かって移動される各押圧軸75の押圧面75aにて径方向外方から押圧固定することにより、既設水道管1と切断装置Eのガイドサポート部E2との相対回転を防止する。   As shown in FIGS. 11 and 12, the connecting flange portion 23 </ b> A of the auxiliary case 23 provided with the fixture J constituting the working housing C is sealed with the bolt 27 and the nut 28 on the connecting flange portion 7 </ b> A of the upper case 7. The operation engaging portion of each pressing shaft 75 of the fixture J provided at two places in the circumferential direction of the lower case 6 and the fixture J provided at two places in the circumferential direction of the auxiliary case 23. 75c is screwed to the tightening side with a tool so that the receiving surface 74a of the receiving shaft 74 protruding from the lower guide support body 54 and the upper guide support body 53 of the guide support portion E2 is radially inward. The relative rotation between the existing water pipe 1 and the guide support portion E2 of the cutting device E is prevented by pressing and fixing from the outside in the radial direction with the pressing surface 75a of each pressing shaft 75 moved toward.

図13に示すように、切断除去予定管部1Aの取水口60に連通する取水用開閉弁64及びこれに接続された給水ホース66の連結手元操作用開閉弁65をそれぞれ開き操作して、切断除去予定管部1Aの取水口60から流出する水道水をケースA及び補助ケース23で形成される空間内に漏洩試験水として供給する。   As shown in FIG. 13, the water intake opening / closing valve 64 communicating with the water intake port 60 of the planned cutting / removal pipe portion 1A and the water supply hose 66 connected to the water supply hose 66 are opened and opened, respectively. The tap water flowing out from the water intake 60 of the planned removal pipe portion 1A is supplied as leak test water into the space formed by the case A and the auxiliary case 23.

図14に示すように、補助ケース23の上部連結フランジ部23Bに、水圧テスト用カバー82の連結フランジ部82Aを、ボルト27・ナット28を介して密封状態で固定連結するとともに、水圧テスト用カバー82に、水圧計83と水圧ポンプ84を備えた圧水供給管85とを接続して、給水ホース66からの水道水が貯留されている貯水タンク86内の貯留水道水をケースA内に圧送することにより、ケースAの漏水をテストする。
漏水がないことを確認すると、下部ケース6の低部に形成された両排水管17及び排水弁18を通してケースA及び水圧テスト用カバー82内のテスト水を外部に排出したのち、補助ケース23の上部連結フランジ部23Bから水圧テスト用カバー82を取り外す。
As shown in FIG. 14, the connection flange portion 82A of the hydraulic pressure test cover 82 is fixedly connected to the upper connection flange portion 23B of the auxiliary case 23 in a sealed state via bolts 27 and nuts 28, and the hydraulic pressure test cover 82 is connected to a water pressure gauge 83 and a pressure water supply pipe 85 having a water pressure pump 84, and the stored tap water in the water storage tank 86 storing the tap water from the water supply hose 66 is pumped into the case A. To test for leaks in Case A.
When it is confirmed that there is no water leakage, the test water in the case A and the water pressure test cover 82 is discharged to the outside through both the drainage pipes 17 and the drainage valve 18 formed in the lower part of the lower case 6, and then the auxiliary case 23 The water pressure test cover 82 is removed from the upper connecting flange portion 23B.

図15に示すように、ケースAと作業用ハウジングCとで密封する前に、換言すれば、補助ケース23の上部連結フランジ部23Bに、作業用ハウジングCの他の構成部材である作業用開閉弁Bの弁ケース24、作業ケース25、蓋カバー26を順次取付けて密封する前に、切断装置Eの伝動ケース40の入力軸38に電動モータ45を連結し、電動モータ45を起動して、切片59の厚みの実測値に基づいて算出された予備切削深さだけ、既設水道管1の切断予定箇所を予備切削する。   As shown in FIG. 15, before the case A and the work housing C are sealed, in other words, the upper connection flange portion 23B of the auxiliary case 23 is connected to the work opening and closing which is another component of the work housing C. Before the valve case 24, the work case 25, and the lid cover 26 of the valve B are sequentially attached and sealed, the electric motor 45 is connected to the input shaft 38 of the transmission case 40 of the cutting device E, the electric motor 45 is started, The pre-cutting part of the existing water pipe 1 is pre-cut by the pre-cutting depth calculated based on the measured value of the thickness of the section 59.

つまり、電動モータ45を起動すると、左右一対の駆動スプロケット39、伝動チェーン41を経て切断ユニットE1が装備されている両スプロケットホイール31が駆動回転され、各スプロケットホイール31の摺動ガイド部34に対して管径方向に摺動可能なバイトホルダ33に装着されている切削バイト4が、両切断残置管部1Bの端面1bとなる切断予定位置において管周方向に沿って移動し、バイトホルダ33を摺動させる送りネジ軸35の受動回転体37が、切断ユニットE1の回転経路脇のガイドサポート部E2に設けた係合部材36と係合すると、送りネジ軸35に単位送り量に相当する回転が付与され、切削バイト4が管径方向内方に単位送り量だけ送り込まれる。   That is, when the electric motor 45 is started, both the sprocket wheels 31 equipped with the cutting unit E1 are driven to rotate through a pair of left and right drive sprockets 39 and a transmission chain 41, and the sliding guide portions 34 of the respective sprocket wheels 31 are driven. Then, the cutting tool 4 mounted on the tool holder 33 slidable in the pipe diameter direction moves along the pipe circumferential direction at the planned cutting position to be the end surface 1b of both of the remaining cutting pipe parts 1B. When the passive rotating body 37 of the feed screw shaft 35 that slides is engaged with the engaging member 36 provided on the guide support portion E2 beside the rotation path of the cutting unit E1, the feed screw shaft 35 corresponds to a unit feed amount. Rotation is applied, and the cutting tool 4 is fed by a unit feed amount inward in the pipe radial direction.

このように切削バイト4を両切断残置管部1Bの端面1bとなる切断予定位置において管周方向に沿って径方向内方に送り込みながら移動させ、その径方向内方への最大送り込み量を予備切削深さに制御することにより、既設水道管1の切断予定箇所を、切断分離しない又は水道水の水圧で破断しない範囲内で周溝状に予備切削することができる。   In this way, the cutting tool 4 is moved while being fed inward in the radial direction along the pipe circumferential direction at the planned cutting position to be the end face 1b of both of the remaining cutting pipes 1B, and the maximum feed amount inward in the radial direction is set. By controlling to the pre-cutting depth, it is possible to pre-cut the planned cutting portion of the existing water pipe 1 into a circumferential groove shape within a range where it is not cut and separated or is not broken by the water pressure of tap water.

図16に示すように、切断装置Eの伝動ケース40の入力軸38から電動モータ45を取り外すとともに、切断除去予定管部1Aの取水口60に連通する取水用開閉弁64及びこれに接続された給水ホース66の連結手元操作用開閉弁65をそれぞれ開き操作して、切断除去予定管部1Aの取水口60から流出する水道水を利用してケースA内の底面側に堆積した切粉(切り屑)を外部に排出する。   As shown in FIG. 16, the electric motor 45 is removed from the input shaft 38 of the transmission case 40 of the cutting device E, and a water intake opening / closing valve 64 communicating with the water intake port 60 of the cutting / removal scheduled pipe portion 1A is connected thereto. Opening and closing valves 65 for connecting the hand of the water supply hose 66 are each opened, and chips (cuts) accumulated on the bottom side in the case A using tap water flowing out from the water intake 60 of the pipe portion 1A to be cut and removed. Waste) is discharged to the outside.

図17、図18に示すように、補助ケース23の上部連結フランジ部23Bに、作業用ハウジングCの他の構成部材である作業用開閉弁Bの弁ケース24、切断装置Eと弁体2とを択一的に収納可能な上部空間S1を形成する作業ケース25、蓋カバー26をそれぞれ密封状態で固定連結するとともに、第1昇降保持装置Fの昇降筒軸29を蓋カバー26に貫通支持させ、この昇降筒軸29の連結部44と切断装置Eの伝動ケース40とを固定連結する。   As shown in FIGS. 17 and 18, the upper connecting flange portion 23 </ b> B of the auxiliary case 23 is connected to the valve case 24 of the work on / off valve B, which is another component of the work housing C, the cutting device E and the valve body 2. The work case 25 and the lid cover 26 that form an upper space S1 that can be alternatively stored are fixedly connected in a sealed state, and the lifting cylinder shaft 29 of the first lifting and lowering holding device F is penetrated and supported by the lid cover 26. The connecting portion 44 of the elevating cylinder shaft 29 and the transmission case 40 of the cutting device E are fixedly connected.

更に、各昇降筒軸29内に設けられている伝動軸(図示せず)と切断装置Eの入力軸38を連動連結するとともに、第1昇降保持装置Fの昇降筒軸29の上部に、伝動軸を駆動する電動モータ45を取付ける。   Further, a transmission shaft (not shown) provided in each lifting cylinder shaft 29 and an input shaft 38 of the cutting device E are interlocked and connected, and the transmission is transmitted to the upper portion of the lifting cylinder shaft 29 of the first lifting / lowering holding device F. An electric motor 45 for driving the shaft is attached.

次に、電動モータ45を起動すると、昇降筒軸29内の伝動軸、入力軸3、左右一対の駆動スプロケット39、伝動チェーン41を経て切断ユニットE1が装備されている両スプロケットホイール31が駆動回転され、各スプロケットホイール31の摺動ガイド部34に対して管径方向に摺動可能なバイトホルダ33に装着されている切削バイト4が、両切断残置管部1Bの端面1bとなる切断予定位置において管周方向に沿って移動し、バイトホルダ33を摺動させる送りネジ軸35の受動回転体37が、切断ユニットE1の回転経路脇のガイドサポート部E2に設けた係合部材36と係合すると、送りネジ軸35に単位送り量に相当する回転が付与され、切削バイト4が管径方向内方に単位送り量だけ送り込まれる。   Next, when the electric motor 45 is started, both the sprocket wheels 31 equipped with the cutting unit E1 are driven to rotate through the transmission shaft in the lifting cylinder shaft 29, the input shaft 3, the pair of left and right drive sprockets 39, and the transmission chain 41. The cutting tool 4 mounted on the tool holder 33 slidable in the pipe radial direction with respect to the sliding guide part 34 of each sprocket wheel 31 is scheduled to be cut to become the end face 1b of both of the remaining cutting pipe parts 1B. The passive rotating body 37 of the feed screw shaft 35 that moves along the pipe circumferential direction at the position and slides the tool holder 33 is engaged with the engaging member 36 provided on the guide support portion E2 beside the rotation path of the cutting unit E1. In this case, rotation corresponding to the unit feed amount is applied to the feed screw shaft 35, and the cutting tool 4 is fed by the unit feed amount inward in the pipe radial direction.

そして、前述の予備切削工程に引き続いて切削バイト4を両切断残置管部1Bの切断予定位置に予備切削された周溝内において管周方向に沿って径方向内方に送り込みながら移動させることにより、不断水状態のまま既設水道管1の切断除去予定管部1Aをそれの管径Dよりも小なる切断幅Wで輪状に切断分離することができる。   Then, following the preliminary cutting step, the cutting tool 4 is moved while being fed radially inward along the pipe circumferential direction in the circumferential groove preliminarily cut to the planned cutting position of both of the remaining cutting pipe portions 1B. Thus, the cutting and removal planned pipe portion 1A of the existing water pipe 1 can be cut and separated into a ring shape with a cutting width W smaller than the pipe diameter D of the existing water pipe 1 in an undisrupted water state.

このとき、両排水弁18を開き操作して、切断装置Eの切削バイト4による切断作用に伴って発生した切粉(切り屑)等を、既設水道管1の両切断予定位置の下方位置に設けた各排水口16からそれぞれ外部に排出することができるから、切粉等の下流側への流出や弁座20への堆積を良好に抑制することができる。   At this time, the both drain valves 18 are opened, and chips (chips) generated by the cutting action of the cutting tool 4 of the cutting device E are placed below the planned cutting positions of the existing water pipe 1. Since each drainage port 16 provided can be discharged to the outside, the outflow of chips and the like to the downstream side and the accumulation on the valve seat 20 can be satisfactorily suppressed.

また、切断装置Eの切削バイト4を両切断残置管部1Bの端面1bとなる切断予定位置において予備切削された周溝に沿って移動させながら輪状に切断分離するから、その切断作用に伴って発生する切粉の発生量を大幅に減少することができるとともに、切断時における両切削バイト4の管路内への突出代も小さく、水道水の流動抵抗の増加を抑制することができる。   Further, since the cutting tool 4 of the cutting device E is cut and separated in a ring shape while being moved along the circumferential groove that has been pre-cut at the planned cutting position that becomes the end surface 1b of both of the remaining cutting pipe portions 1B, along with the cutting action As a result, the amount of chips generated can be significantly reduced, and the protrusion of both cutting tools 4 into the pipe during cutting is small, so that an increase in the flow resistance of tap water can be suppressed.

図19、図20に示すように、作業用ハウジングCの蓋カバー26に対して第1昇降保持装置Fの昇降筒軸29をクレーン等の吊り上げ手段で上昇させ、切断装置Eを切断除去管部1Aと共に作業用ハウジングCの上部空間S1内に取り出したのち、作業用開閉弁Bを閉じ操作し、この作業用開閉弁Bの弁ケース24の上部連結フランジ部24Bと作業ケース25の下部連結フランジ部25Aとの連結を解除し、切断装置Eを切断除去管部1Aと作業ケース25及び蓋カバー26と共に撤去する。   19 and 20, the lifting cylinder shaft 29 of the first lifting / lowering holding device F is lifted by the lifting means such as a crane with respect to the lid cover 26 of the working housing C, and the cutting device E is cut and removed. After being taken out into the upper space S1 of the working housing C together with 1A, the working on-off valve B is closed, and the upper connecting flange portion 24B of the valve case 24 of the working on-off valve B and the lower connecting flange of the work case 25 The connection with the portion 25A is released, and the cutting device E is removed together with the cutting / removing tube portion 1A, the work case 25, and the lid cover 26.

図20に示すように、前記弁ケース24の上部連結フランジ部24Bに、水道水の水圧を利用して切粉を外部に排出する切粉排出具の排出パイプ90を回動及び上下方向に摺動自在に水密状態で貫通支持するためのパイプ支持部91を中心位置に備えた蓋体92をボルト27・ナット28にて密封状態で固定連結したのち、蓋体92のパイプ支持部91に貫通支持された排出パイプ90の手元に設けられた開閉弁93を開き操作し、その状態で排出パイプ90の先端部をケースAの内底壁面に沿って移動させることにより、ケースAの内底壁面に散在する切断時に発生した切粉の残りを水道水と共に外部に排出する。   As shown in FIG. 20, a discharge pipe 90 of a chip discharging tool for discharging chips to the outside using the water pressure of tap water is rotated and slid vertically in the upper connecting flange portion 24B of the valve case 24. A lid body 92 having a pipe support portion 91 at the center position for penetrating and supporting in a watertight state in a movable manner is fixedly connected in a sealed state with bolts 27 and nuts 28, and then penetrated into the pipe support portion 91 of the lid body 92. By opening and closing the open / close valve 93 provided at the hand of the supported discharge pipe 90 and moving the tip of the discharge pipe 90 along the inner bottom wall surface of the case A in this state, the inner bottom wall surface of the case A is moved. The remainder of the swarf generated at the time of cutting scattered in is discharged to the outside together with tap water.

次に、図21に示すように、第2昇降保持装置Gの昇降筒軸29を蓋カバー26に貫通させ、この昇降筒軸29の連結部44と弁体2とを固定連結するとともに、蓋カバー26の連結フランジ部26Aに、作業ケース25の上部連結フランジ部25Bを密封状態でボルト27・ナット28にて固定連結したのち、この組み物をクレーン等の吊り上げ手段で吊り上げ、作業ケース25の下部連結フランジ部25Aを弁ケース24の上部連結フランジ部24Bに密封状態でボルト27・ナット28にて固定連結する。   Next, as shown in FIG. 21, the elevating cylinder shaft 29 of the second elevating / holding device G is passed through the lid cover 26, the connecting portion 44 of the elevating cylinder shaft 29 and the valve body 2 are fixedly connected, and the lid After the upper connection flange portion 25B of the work case 25 is fixedly connected to the connection flange portion 26A of the cover 26 with a bolt 27 and a nut 28 in a sealed state, the assembly is lifted by a lifting means such as a crane. The lower connecting flange portion 25A is fixedly connected to the upper connecting flange portion 24B of the valve case 24 with a bolt 27 and a nut 28 in a sealed state.

図21、図22に示すように、下部ケース6の排水弁18と作業ケース25に設けた給水弁50とを送水管51にて連通接続し、排水弁18及び給水弁50を開き操作して、既設水道管1内の流体を、作業ケース25と蓋カバー26とで形成される上部空間S1内に供給し、上部空間S1と下部空間S2とを同圧にした又は圧力差を減少した状態で作業用開閉弁Bの仕切弁体46を開き操作する。   As shown in FIGS. 21 and 22, the drain valve 18 of the lower case 6 and the water supply valve 50 provided in the work case 25 are connected in communication by a water pipe 51, and the drain valve 18 and the water supply valve 50 are opened. The fluid in the existing water pipe 1 is supplied into the upper space S1 formed by the work case 25 and the lid cover 26, and the upper space S1 and the lower space S2 are made the same pressure or the pressure difference is reduced. Then, the gate valve body 46 of the work on-off valve B is opened.

作業用開閉弁Bが開き操作されると、作業用ハウジングCの蓋カバー26に対して第2昇降保持装置Gの昇降筒軸29をクレーン等の吊り上げ手段で下降させ、弁体2を作業用開閉弁B及びケースAの弁体挿入口8を通して両切断残置管部1Bの切断端面1bに触れない状態で所定の弁体装着位置にまで挿入したのち、蓋カバー26の上面と昇降筒軸29の上端部との間に、昇降筒軸29を下方に引き下げ移動させる油圧式加圧具94を設け、この油圧式加圧具94により昇降筒軸29を介して弁体2全体をケースAの弁座20側に押圧する。 When the work open / close valve B is opened, the lift cylinder shaft 29 of the second lift holding device G is lowered by the lifting means such as a crane with respect to the lid cover 26 of the work housing C, and the valve body 2 is used for work. After inserting into the predetermined valve body mounting position without touching the cut end face 1b of both of the cutting residual pipe portions 1B through the on-off valve B and the valve body insertion port 8 of the case A, the upper surface of the lid cover 26 and the lifting cylinder shaft 29 is provided with a hydraulic pressurizing tool 94 that moves the lifting / lowering cylinder shaft 29 downwardly. The hydraulic pressurizing tool 94 allows the entire valve body 2 to be connected to the case A via the lifting / lowering cylinder shaft 29. To the valve seat 20 side.

この状態では、弁体2の蓋部2Aの外周面に設けた弾性シール材2Dが、上部ケース7の弁体挿入口部7Bの内周面に密封状態で圧接されているとともに、弁体2の弁体部2Bの外周面に設けた弾性シール材2Cが、一体化された両ケース6,7の内壁面に形成された弁座20に密封状態で圧接され、既設水道管1の切断除去箇所において流路が遮断されている。   In this state, the elastic sealing material 2D provided on the outer peripheral surface of the lid portion 2A of the valve body 2 is pressed against the inner peripheral surface of the valve body insertion port portion 7B of the upper case 7 in a sealed state, and the valve body 2 The elastic sealing material 2C provided on the outer peripheral surface of the valve body portion 2B is pressed in a sealed state on the valve seat 20 formed on the inner wall surfaces of the integrated cases 6 and 7, and the existing water pipe 1 is cut and removed. The flow path is blocked at the location.

図23、図24に示すように、上部ケース7の弁体挿入口部7Bの周方向複数箇所に螺合装着されている押えボルト21を径方向内方側に締め付け操作すると、各押えボルト21の先端側に形成されているテーパー状押圧面21aが、弁体2の蓋部2Aの上側角部に形成されたテーパー面2aに対して水平方向から当接し、弁体2がケースAの弁座20に押圧された密封状態で抜止め固定される。   As shown in FIGS. 23 and 24, when the presser bolts 21 screwed and attached to a plurality of locations in the circumferential direction of the valve body insertion port portion 7B of the upper case 7 are tightened inward in the radial direction, each presser bolt 21 is operated. The taper-shaped pressing surface 21a formed on the tip end side of the valve body 2 comes into contact with the tapered surface 2a formed on the upper corner portion of the lid portion 2A of the valve body 2 from the horizontal direction, and the valve body 2 is the valve of the case A. The seat 20 is fixed in a sealed state pressed against the seat 20.

次に、上部ケース7の連結フランジ部7Aと固定具Jを備えた補助ケース23の下部連結フランジ部23Aとの固定連結を解除して、作業用ハウジングC及び第2昇降保持装置GをケースAから撤去するとともに、上部ケース7の連結フランジ部7Aに、ケースAの弁体挿入口8を密閉する弁蓋22をボルト27・ナット28を介して固定連結し、更に、弁蓋22の軸受け部22Aの上端に形成された連結フランジ部22Bに、補助弁体3をケースAの外部から開閉操作する操作手段5の操作軸5Aに対して上下方向から脱着自在に連動する減速機15を取付ける。   Next, the fixed connection between the connecting flange portion 7A of the upper case 7 and the lower connecting flange portion 23A of the auxiliary case 23 provided with the fixture J is released, and the working housing C and the second lifting / lowering holding device G are moved to the case A. The valve lid 22 for sealing the valve body insertion port 8 of the case A is fixedly connected to the connection flange portion 7A of the upper case 7 via bolts 27 and nuts 28, and the bearing portion of the valve lid 22 is further connected. A reduction gear 15 is attached to a connecting flange portion 22B formed at the upper end of 22A. The speed reducer 15 is detachably interlocked with the operating shaft 5A of the operating means 5 for opening and closing the auxiliary valve body 3 from the outside of the case A.

そして、弁体2を流路遮断姿勢に維持したまま補助弁体3の開閉操作によって流量を確実、簡単に調節することができるばかりでなく、補助弁体3を既設水道管1の内径と同径又は少し大径に構成しても、各切断残置管部1B内の切断開口1a側の内部空間を補助弁体3の回動開閉のための作動空間として充分に活用することができるので、両切断残置管部1Bの切断端面1b間における最小間隔(切断幅W)が管径Dよりもかなり小さい条件下においても、流量を確実、簡単に調節できる状態で能率良くコンパクトに施工することができるとともに、補助弁体3が最大開き操作位置にあるときの流動抵抗を軽減することができる。   Further, not only can the flow rate be reliably and easily adjusted by opening / closing the auxiliary valve body 3 while the valve body 2 is maintained in the flow path shutoff posture, but the auxiliary valve body 3 has the same inner diameter as the existing water pipe 1. Even if it is configured to have a diameter or a slightly larger diameter, the internal space on the side of the cutting opening 1a in each cutting residual pipe portion 1B can be sufficiently utilized as an operating space for rotating and opening the auxiliary valve body 3. Even under conditions where the minimum gap (cutting width W) between the cut end faces 1b of both cut residual pipe portions 1B is considerably smaller than the pipe diameter D, the flow rate can be reliably and easily adjusted in a compact and efficient manner. In addition, the flow resistance when the auxiliary valve body 3 is in the maximum opening operation position can be reduced.

しかも、補助弁体3を開閉操作する操作手段5の操作軸5Aを小さな操作力で容易に操作することができるばかりでなく、このための減速機15を、弁体2の上側弁軸部2Eを支承する状態でケースAの弁体挿入口8を密封する弁蓋22を利用して取付けることができ、取付け構造の簡素化を図ることができる。   Moreover, not only can the operating shaft 5A of the operating means 5 for opening and closing the auxiliary valve body 3 be easily operated with a small operating force, but the speed reducer 15 for this purpose can be used as the upper valve shaft portion 2E of the valve body 2. Can be mounted using the valve lid 22 that seals the valve body insertion port 8 of the case A, and the mounting structure can be simplified.

この第1実施形態では、図8〜図10に示すように、既設管の一例である既設水道管1の切断除去予定管部1Aの一部に径方向から穿孔して取水口60を形成し、この取水口60に、取水用開閉弁64を備えた可撓性の給液管の一例である給水ホース66を接続したが、図10の仮想線に示すように、既設管の一例である既設水道管1の切断残置予定管部1Bの一部に径方向から穿孔して取水口60を形成し、この取水口60に、取水用開閉弁64を備えた可撓性の給液管の一例である給水ホース66を接続して実施してもよい。   In the first embodiment, as shown in FIGS. 8 to 10, a water intake 60 is formed by drilling from a radial direction in a part of the cut and removal planned pipe portion 1 </ b> A of the existing water pipe 1 which is an example of the existing pipe. A water supply hose 66, which is an example of a flexible liquid supply pipe provided with a water intake opening / closing valve 64, is connected to the water intake 60, but is an example of an existing pipe as shown by the phantom line in FIG. A water intake 60 is formed by drilling a part of the existing pipe 1B to be cut from the radial direction in the existing water pipe 1, and a flexible liquid supply pipe having a water intake opening / closing valve 64 is formed in the water intake 60. For example, a water supply hose 66 may be connected.

この場合、取水口60を形成する切断残置予定管部1Bの部位としては、作業用ハウジングCで密封囲繞される管壁部分又は作業用ハウジングC外に位置する管壁部分の何れであってもよい。   In this case, the portion of the planned cutting remaining pipe portion 1B that forms the water intake port 60 may be either a tube wall portion that is hermetically surrounded by the work housing C or a tube wall portion that is located outside the work housing C. Good.

〔その他の実施形態〕
(1)上述の第1実施形態では、切断装置Eの切削具4として、切削バイトを用いたが、これの代わりに円盤状の切削具やエンドミールを用いて、両切断残置管部1Bの端面となる切断予定位置において管周方向に沿って径方向内方に送り込みながら移動させることにより、不断水状態のまま既設水道管1の切断除去予定管部1Aを輪状に切断除去するように構成してもよい。
[Other Embodiments]
(1) In the above-described first embodiment, a cutting tool is used as the cutting tool 4 of the cutting device E. However, instead of this, a disc-shaped cutting tool or end meal is used, and both cutting residual pipe portions 1B are used. The cutting and removal planned pipe part 1A of the existing water pipe 1 is cut and removed in a ring shape by moving it while feeding it radially inward along the pipe circumferential direction at the planned cutting position that becomes the end face of the pipe. It may be configured.

(2)上述の各実施形態では、ケースAを上下で2分割したが、上下方向で3つ以上に分割してもよい。   (2) In each of the above-described embodiments, the case A is vertically divided into two, but may be divided into three or more in the vertical direction.

(3)上述の第1実施形態では、弁体2のうち、両切断残置管部1Bの切断開口1aに同芯状態で相対向する部位に、管軸芯Xを通る径方向に沿った縦軸芯Y周りで回動開閉操作可能な補助弁体3を組み付けたが、この補助弁体3を上下方向に摺動開閉操作可能な状態で弁体2に組み付けてもよい。
また、上述の第1実施形態では、補助弁体3を、既設水道管1の内径と同一又は略同一の外径に構成したが、この補助弁体3を既設水道管1の内径よりも小に構成して実施してもよい。
更に、このような補助弁体3が設けられていない弁体2を用いて実施してもよい。
(3) In the first embodiment described above, a portion of the valve body 2 that is concentrically opposed to the cutting opening 1a of both of the remaining cutting tubes 1B is along the radial direction passing through the tube axis X. Although the auxiliary valve body 3 that can be rotated and opened around the vertical axis Y is assembled, the auxiliary valve body 3 may be assembled to the valve body 2 in a state that can be opened and closed by sliding in the vertical direction.
In the first embodiment described above, the auxiliary valve body 3 is configured to have the same or substantially the same outer diameter as the inner diameter of the existing water pipe 1, but the auxiliary valve body 3 is smaller than the inner diameter of the existing water pipe 1. It may be configured and implemented.
Furthermore, you may implement using the valve body 2 in which such an auxiliary valve body 3 is not provided.

(4)上述の第1実施形態では、ケースAを構成する両ケース6,7を、既設水道管1の管軸芯Xを通る仮想水平面上の分割合わせ面において既設水道管1への装着時に溶接で一体化するように構成したが、これら両ケース6,7をフランジ接合するように構成してもよい。   (4) In the above-described first embodiment, the two cases 6 and 7 constituting the case A are mounted on the existing water pipe 1 on the split mating surface on the virtual horizontal plane passing through the tube axis X of the existing water pipe 1. Although it was configured to be integrated by welding, the two cases 6 and 7 may be configured to be joined by flange.

(5)上述の第1実施形態では、弁体2を、ケースAの弁体挿入口8及び作業用開閉弁Bを通して両切断残置管部1Bの切断端面1b間にそれに触れない状態で所定の弁体装着位置にまで挿入するように構成したが、両切断残置管部1Bの切断端面1bにカエリ等が発生しておらず、弁体2又は補助弁体3に施されているシール材に重大な損傷を与えない場合には、両切断残置管部1Bの切断端面1bの一部又は全体を弁体2の昇降ガイド部に利用してもよい。   (5) In the first embodiment described above, the valve body 2 is set in a state in which the valve body 2 is not touched between the cut end faces 1b of both the cut residual pipe portions 1B through the valve body insertion port 8 of the case A and the work on-off valve B. However, no burrs or the like are generated on the cut end face 1b of both of the cutting residual pipe portions 1B, and the seal applied to the valve body 2 or the auxiliary valve body 3 is constructed. When not seriously damaging the material, a part or the whole of the cut end face 1b of both of the cut remaining pipe parts 1B may be used for the lifting guide part of the valve body 2.

(6)上述の第1実施形態では、切断除去予定管部1Aの一部に切片59を切り出す状態で取水口(取液口)60を貫通形成して、この穿孔時に回収された切片59の厚み(板厚)tの実測に基づいて、既設水道管1の切断予定箇所を切断分離しない又は水道水の圧力で破断しない範囲で切断装置Eにて予備的に切削する際の最大切削深さを算出するように構成したが、切り屑から切断除去予定管部1Aの厚み(板厚)tを実測することが不能なドリル穿孔等で穿孔した場合には、既設管1の種類、呼び径に基づいて、既設水道管1の切断予定箇所を切断分離しない又は水道水の圧力で破断しない範囲で切断装置Eにて予備的に切削する際の最大切削深さを算出する。
この場合、切断除去予定管部1Aの一部に対する穿孔は取水口(取液口)を形成するだけのものとなる。
(6) In the above-described first embodiment, the water intake (liquid intake) 60 is formed in a state where the section 59 is cut out in a part of the cut-and-removed planned pipe portion 1A, and the section 59 collected at the time of drilling is cut. Based on the actual measurement of the thickness (plate thickness) t, the maximum cutting depth when the cutting device E is preliminarily cut by the cutting device E within the range where the planned cutting portion of the existing water pipe 1 is not cut and separated or is not broken by the pressure of tap water In the case where the thickness (plate thickness) t of the pipe portion 1A to be cut and removed from the chips is drilled by drill drilling or the like, it is possible to calculate the type and nominal diameter of the existing pipe 1 Based on the above, the maximum cutting depth when the cutting device E is preliminarily cut by the cutting device E within a range where the planned cutting portion of the existing water pipe 1 is not cut and separated or is not broken by the pressure of tap water is calculated.
In this case, perforation for a part of the cut and removal scheduled pipe portion 1A is only to form a water intake (liquid intake).

(7)請求項6の構成に基づく実施形態においては、上述の第1実施形態と同様に、穿孔時に回収された切片59の厚み(板厚)tの実測に基づいて、既設水道管1の切断予定箇所を切断分離しない又は水道水の圧力で破断しない範囲で切断装置Eにて予備的に切削してもよいが、このような予備切削を省略して、ケースAと作業用ハウジングCとで密閉された作業空間内において、既設水道管1の切断予定箇所を切断装置Eにて最初から切断するように構成してもよい。   (7) In the embodiment based on the configuration of claim 6, as in the first embodiment described above, based on the actual measurement of the thickness (plate thickness) t of the section 59 collected at the time of drilling, the existing water pipe 1 The cutting device E may be preliminarily cut by the cutting device E within a range where the planned cutting portion is not cut and separated or is not broken by the tap water pressure. However, such a precutting is omitted, and the case A and the working housing C In the work space sealed in (1), the cutting planned portion of the existing water pipe 1 may be cut from the beginning by the cutting device E.

本発明の既設管の切断除去方法及び弁設置工法の第1実施形態を示す作業ピット掘削時の側面図The side view at the time of the work pit excavation which shows 1st Embodiment of the cutting removal method and valve installation method of the existing pipe | tube of this invention 切断除去予定管部の下方に下部ケースを差し入れるときの断面正面図Cross-sectional front view when the lower case is inserted below the pipe part to be cut and removed 切断除去予定管部に切断装置の上半部を装着するときの断面正面図Cross-sectional front view when the upper half of the cutting device is attached to the tube part to be cut and removed 切断除去予定管部に切断装置を取付け、下部ケースを降ろしたときの断面正面図Cross-sectional front view when a cutting device is attached to the pipe part to be cut and removed, and the lower case is lowered. ガイドサポート部の取水用開閉弁に取水口用穿孔装置を取付けたときの切断装置の要部の拡大一部切欠き正面図Enlarged partially cutaway front view of the main part of the cutting device when a water intake perforation device is attached to the intake support on-off valve of the guide support 取水口用穿孔装置による穿孔時の要部の拡大一部切欠き正面図Front view of an enlarged part of the main part at the time of drilling by a water intake drilling device 取水口用穿孔装置による穿孔後の要部の拡大一部切欠き正面図Front view of an enlarged part of the main part after drilling by a water intake drilling device ガイドサポート部の取水用開閉弁に給水ホースを接続したときの要部の拡大一部切欠き正面図Front view of an enlarged part of the main part when a water supply hose is connected to the intake valve on the guide support 下部ケースに上部ケースを連結したときの断面正面図Cross-sectional front view when the upper case is connected to the lower case 下部ケースに上部ケースを連結したときの断面側面図Cross-sectional side view when the upper case is connected to the lower case 上部ケースに補助ケースを連結したときの断面正面図Cross-sectional front view when the auxiliary case is connected to the upper case 固定具の拡大一部切欠き正面図Enlarged partially cutaway front view of fixture ケース内に漏洩試験水として水道水を供給するときの断面正面図Cross-sectional front view when supplying tap water as leakage test water into the case 水圧テスト時の断面正面図Cross-sectional front view during water pressure test 水圧テスト後の予備切削工程を示す断面正面図Cross-sectional front view showing preliminary cutting process after water pressure test 予備切削工程で発生した切粉の排出を示す断面正面図Cross-sectional front view showing discharge of chips generated in the preliminary cutting process 補助ケースに弁ケースを連結したときの断面正面図Cross-sectional front view when the valve case is connected to the auxiliary case ケースと作業用ハウジングで密封したときの断面側面図Cross-sectional side view when sealed with case and work housing 切断除去管部を保持した切断装置を上部空間に上昇させたときの断面正面図Cross-sectional front view when the cutting device holding the cutting and removing pipe part is raised to the upper space 切粉排出具の排出パイプを取付けたときの断面正面図Cross-sectional front view when the discharge pipe of the chip discharging tool is installed 作業用ハウジングの上部空間内に弁体を装着したときの断面正面図Sectional front view when a valve body is mounted in the upper space of the working housing 作業用ハウジングの上部空間内に弁体を下部空間に下降させたときの断面正面図Sectional front view when the valve element is lowered into the lower space in the upper space of the working housing 作業用ハウジングを撤去して蓋体を取付けたときの断面側面図Sectional side view when the housing is removed and the lid is attached 減速機を取付けたときの断面側面図Cross-sectional side view with reducer installed

符号の説明Explanation of symbols

A ケース
B 作業用開閉弁
C 作業用ハウジング
E 切断装置
H 穿孔装置
E1 切断ユニット
E2 ガイドサポート部
1 既設管(既設水道管)
1A 切断除去管部(切断除去予定管部)
1B 切断残置管部(切断残置予定管部)
6 下部ケース
7 上部ケース
59 切片
60 取液口(取水口)
61 筒状ケース
64 開閉弁(取水用開閉弁)
66 給液管(給水ホース)
70 切削具(ホールソー)

A Case B Work on-off valve C Work housing E Cutting device H Drilling device E1 Cutting unit E2 Guide support part 1 Existing pipe (existing water pipe)
1A Cutting / removing tube (cutting / removal planned tube)
1B Cutting and leaving pipe (cutting and leaving planned pipe)
6 Lower case 7 Upper case 59 Section 60 Intake port (intake port)
61 Cylindrical case 64 On-off valve (intake valve for water intake)
66 Supply pipe (water supply hose)
70 Cutting tool (hole saw)

Claims (6)

既設管の切断作業領域を上向き開口のケース及び下向き開口の作業用ハウジングにて密封し、この密封された既設管の一部を切断除去する方法であって、
既設管の切断作業領域を密封する前に、既設管の一部に穿孔し、その穿孔箇所を通して液体が流出しないように止液処理を施すとともに、この穿孔に伴って発生した切片の厚み計測に基づいて、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削し、その予備的切削に伴って発生する切粉を除去処理したのち、既設管の切断作業領域をケース及び作業用ハウジングにて密封し、既設管の切断予定箇所を予備切削に引き続いて切断装置にて切断することを特徴とする既設管の切断除去方法。
It is a method of sealing a cutting work area of an existing pipe with an upward opening case and a downward opening work housing, and cutting and removing a part of the sealed existing pipe,
Before sealing the existing tube cutting work area, a part of the existing pipe is drilled, and a liquid stop treatment is applied to prevent the liquid from flowing through the drilled part, and the thickness of the section generated by this drilling is measured. Based on the above, after preliminarily cutting with a cutting device within a range in which the planned cutting portion of the existing pipe is not cut and separated or not broken by the hydraulic pressure, the existing pipe is removed after removing the chips generated by the preliminary cutting. A method of cutting and removing an existing pipe, wherein the cutting work area is sealed with a case and a working housing, and a planned cutting position of the existing pipe is cut with a cutting device following the preliminary cutting.
既設管の切断作業領域を上向き開口のケース及び下向き開口の作業用ハウジングにて密封し、この密封された既設管の一部を切断除去する方法であって、
既設管の切断作業領域を密封する前に、切断除去予定管部の一部に穿孔し、その穿孔箇所を通して液体が流出しないように止液処理を施すとともに、この穿孔に伴って発生した切片の厚み計測に基づいて、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削し、その予備的切削に伴って発生する切粉を除去処理したのち、既設管の切断作業領域をケース及び作業用ハウジングにて密封し、既設管の切断予定箇所を予備切削に引き続いて切断装置にて切断することを特徴とする既設管の切断除去方法。
It is a method of sealing a cutting work area of an existing pipe with an upward opening case and a downward opening work housing, and cutting and removing a part of the sealed existing pipe,
Before sealing the cutting work area of the existing tube, drill a part of the tube part to be cut and removed, and apply a liquid stop treatment to prevent the liquid from flowing through the drilled part. Based on the thickness measurement, after preliminarily cutting with a cutting device within a range where the planned cutting site of the existing pipe is not cut and separated or not broken by hydraulic pressure, the chips generated by the preliminary cutting are removed. A method for cutting and removing an existing pipe, wherein a cutting work area of the existing pipe is sealed with a case and a working housing, and a planned cutting position of the existing pipe is cut with a cutting device following the preliminary cutting.
既設管の切断作業領域を上向き開口のケース及び下向き開口の作業用ハウジングにて密封し、この密封された既設管の一部を切断除去する方法であって、
既設管の切断作業領域にケースを装着し、切断除去予定管部の一部に穿孔して取液口を形成し、この取液口に開閉弁を備えた給液管を接続するとともに、取液口の穿孔に伴って発生した切片の厚み計測に基づいて、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削し、その予備的切削に伴って発生するケース内の切粉を給液管からの供給液を用いて除去処理したのち、ケースに作業用ハウジングを装着して既設管の切断作業領域を密封したのち、既設管の切断予定箇所を予備切削に引き続いて切断装置にて切断することを特徴とする既設管の切断除去方法。
It is a method of sealing a cutting work area of an existing pipe with an upward opening case and a downward opening work housing, and cutting and removing a part of the sealed existing pipe,
A case is attached to the cutting work area of the existing pipe, and a part of the pipe to be cut and removed is drilled to form a liquid collection port. A liquid supply pipe equipped with an open / close valve is connected to this liquid collection port, and Based on the measurement of the thickness of the section generated along with the drilling of the liquid port, the pre-cutting portion of the existing pipe is preliminarily cut with a cutting device in a range not to be cut and separated or broken by the hydraulic pressure. After removing the generated chips in the case using the supply liquid from the supply pipe, the work housing is attached to the case and the cutting work area of the existing pipe is sealed, and then the existing pipe is scheduled to be cut A method for cutting and removing an existing pipe, wherein the portion is cut with a cutting device following the preliminary cutting.
前記ケース内の切粉を前記取液口に接続された給液管からの供給液を用いて除去処理する際、ケースの底部に接続された排液管を通して切粉が混在する液を外部に排出することを特徴とする請求項3記載の既設管の切断除去方法。   When removing the chips in the case using the supply liquid from the liquid supply pipe connected to the liquid inlet, the liquid in which the chips are mixed is discharged to the outside through the drain pipe connected to the bottom of the case. The method for cutting and removing an existing pipe according to claim 3, wherein the pipe is discharged. 既設管の切断作業領域を上向き開口のケース及び下向き開口の作業用ハウジングにて密封し、この密封された既設管の一部を切断除去する方法であって、
既設管の切断作業領域にケースを装着し、切断除去予定管部の一部に穿孔して取液口を形成し、この取液口に開閉弁を備えた給液管を接続するとともに、既設管の切断予定箇所を切断分離しない又は液圧で破断しない範囲で切断装置にて予備的に切削し、その予備的切削に伴って発生するケース内の切粉を給液管からの供給液を用いて除去処理したのち、ケースに作業用ハウジングを装着して既設管の切断作業領域を密封したのち、既設管の切断予定箇所を予備切削に引き続いて切断装置にて切断することを特徴とする既設管の切断除去方法。
It is a method of sealing a cutting work area of an existing pipe with an upward opening case and a downward opening work housing, and cutting and removing a part of the sealed existing pipe,
A case is attached to the cutting work area of the existing pipe, a part of the pipe to be cut and removed is drilled to form a liquid collecting port, and a liquid supply pipe equipped with an open / close valve is connected to the liquid collecting port. Preliminary cutting is performed with a cutting device within a range where the planned cutting site of the pipe is not cut and separated or not broken by hydraulic pressure, and the chips in the case generated by the preliminary cutting are supplied from the liquid supply pipe. After the removal treatment, the work housing is attached to the case and the cutting work area of the existing pipe is sealed, and then the planned cutting position of the existing pipe is cut by the cutting device following the preliminary cutting. A method for cutting and removing existing pipes.
請求項2〜5のいずれか1項に記載の既設管の切断除去方法に用いられる切断装置であって、既設管に対して切断ユニットを管軸芯周りで回転可能に支持するガイドサポート部に、切断除去予定管部の一部に形成される取液口の形成予定箇所の周囲を密封状態で覆う筒状ケースを取付け、この筒状ケースに接続した開閉弁に対して、開閉弁及び筒状ケースの各内部を通して切断除去予定管部の一部に取液口を形成するための切削具を備えた穿孔装置と給液管とを選択的に接続可能に構成してある既設管用切断装置。 It is a cutting device used for the cutting removal method of the existing pipe of any one of Claims 2-5 , Comprising: In the guide support part which supports a cutting unit rotatably around a pipe axis center with respect to the existing pipe A cylindrical case that covers the periphery of the portion where the liquid intake port is to be formed, which is formed in a part of the pipe portion to be cut and removed, is sealed, and the on-off valve and the cylinder are connected to the on-off valve connected to the cylindrical case. A cutting device for existing pipes configured to selectively connect a perforating device having a cutting tool for forming a liquid inlet to a part of a pipe portion to be cut and removed through each inside of a cylindrical case and a liquid supply pipe .
JP2004301972A 2004-10-15 2004-10-15 Method for cutting and removing existing pipe and cutting apparatus for existing pipe Active JP4011054B2 (en)

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