Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP7611565B2 - Valve installation method for existing pipes - Google Patents
[go: Go Back, main page]

JP7611565B2 - Valve installation method for existing pipes - Google Patents

Valve installation method for existing pipes Download PDF

Info

Publication number
JP7611565B2
JP7611565B2 JP2021014479A JP2021014479A JP7611565B2 JP 7611565 B2 JP7611565 B2 JP 7611565B2 JP 2021014479 A JP2021014479 A JP 2021014479A JP 2021014479 A JP2021014479 A JP 2021014479A JP 7611565 B2 JP7611565 B2 JP 7611565B2
Authority
JP
Japan
Prior art keywords
pipe
valve
drilling
hole saw
cutting
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2021014479A
Other languages
Japanese (ja)
Other versions
JP2022117785A (en
Inventor
将人 津崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Waterworks Technology Development Organization Co Ltd
Original Assignee
Waterworks Technology Development Organization Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Waterworks Technology Development Organization Co Ltd filed Critical Waterworks Technology Development Organization Co Ltd
Priority to JP2021014479A priority Critical patent/JP7611565B2/en
Publication of JP2022117785A publication Critical patent/JP2022117785A/en
Application granted granted Critical
Publication of JP7611565B2 publication Critical patent/JP7611565B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Branch Pipes, Bends, And The Like (AREA)

Description

本発明は、既設管の弁設置領域に弁箱を外装する弁箱外装工程と、前記弁箱側に、前記既設管の弁体挿入部位を切断分離するホールソーを有する切断装置を取付ける切断装置取付け工程と、前記ホールソーの切削回転により、不断流状態で前記既設管の弁体挿入部位を切断分離する管切断工程と、前記切断装置を弁箱側から撤去する切断装置撤去工程と、前記弁箱に弁体を装着する弁体装着工程と、を備えた既設管の弁設置工法に関する。 The present invention relates to a method for installing a valve on an existing pipe, which includes a valve box exterior installation process for exteriorizing a valve box on a valve installation area of an existing pipe, a cutting device installation process for installing a cutting device having a hole saw for cutting and separating the valve body insertion portion of the existing pipe on the valve box side, a pipe cutting process for cutting and separating the valve body insertion portion of the existing pipe in an uninterrupted flow state by the cutting rotation of the hole saw, a cutting device removal process for removing the cutting device from the valve box side, and a valve body installation process for installing a valve body on the valve box.

既設管の弁設置工法として、特許文献1に示すように、既設管の外径よりも大きな刃径のホールソーを用いる弁設置工法と、特許文献2に示すように、既設管の半径よりも小さな刃径のホールソーを用いる弁設置工法が提案されている。 Two methods of valve installation for existing pipes have been proposed: one using a hole saw with a blade diameter larger than the outer diameter of the existing pipe, as shown in Patent Document 1, and one using a hole saw with a blade diameter smaller than the radius of the existing pipe, as shown in Patent Document 2.

特許文献1に示す弁設置工法では、管切断工程において、ホールソーの回転軸芯を既設管の管軸芯を通る中心平面(鉛直平面)に配置する。中心平面上の穿孔中心位置でのホールソーの切削回転により、既設管の管横断方向の両側端の管周面における管軸芯方向での穿孔開口幅が弁挿入設定幅となる状態で切断分離する。 In the valve installation method shown in Patent Document 1, in the pipe cutting process, the rotation axis of the hole saw is placed on a central plane (vertical plane) that passes through the pipe axis of the existing pipe. By rotating the hole saw at the drilling center position on the central plane, the existing pipe is cut and separated in a state where the drilling opening width in the pipe axis direction on the pipe circumferential surface at both ends in the pipe transverse direction becomes the valve insertion setting width.

特許文献2に示す弁設置工法の管切断工程は、既設管の管軸芯を通る中心平面に対して管横断方向の一側方に偏位した第1穿孔中心位置でのホールソーの切削回転により、ホールソーの穿孔領域が前記中心平面よりも管横断方向の一方側に偏位し、且つ、既設管の管横断方向の一側端の管周面における管軸芯方向での穿孔開口幅が弁挿入設定幅となる状態で切断分離する第1管切断工程と、
既設管の管軸芯を通る中心平面に対して管横断方向の他側方に偏位した第2穿孔中心位置での前記ホールソーの切削回転により、ホールソーの穿孔領域が既設管の中心平面よりも管横断方向の他方側に偏位し、且つ、既設管の管横断方向の他側端の管周面における管軸芯方向での穿孔開口幅が弁挿入設定幅となる状態で切断分離する第2管切断工程と、
既設管の管軸芯を通る中心平面上の第3穿孔中心位置でのホールソーの切削回転により、第1穿孔及び第2穿孔に連通する状態で、且つ、各連通箇所の管軸芯方向での穿孔中間幅が弁挿入設定幅となる状態で切断分離する第3管切断工程と、を備える。
The pipe cutting process of the valve installation method shown in Patent Document 2 includes a first pipe cutting process, in which a hole saw is rotated at a first drilling center position offset to one side in the pipe transverse direction with respect to a central plane passing through the pipe axis of the existing pipe, so that the drilling area of the hole saw is offset to one side in the pipe transverse direction from the central plane, and the drilling opening width in the pipe axial direction on the pipe peripheral surface of one end of the existing pipe in the pipe transverse direction becomes a valve insertion set width;
a second pipe cutting process in which the hole saw is rotated at a second drilling center position offset to the other side in the pipe transverse direction with respect to a central plane passing through the pipe axis of the existing pipe, so that the drilling area of the hole saw is offset to the other side in the pipe transverse direction from the central plane of the existing pipe, and the drilling opening width in the pipe axis direction on the pipe peripheral surface of the other end of the existing pipe in the pipe transverse direction becomes a valve insertion set width;
and a third pipe cutting process for cutting and separating the existing pipe by rotating a hole saw at the center position of a third drilling on a central plane passing through the pipe axis of the existing pipe, while the existing pipe is connected to the first drilling and the second drilling, and while the intermediate width of the drilling in the pipe axis direction at each connecting point becomes the valve insertion set width.

特許第4503036号公報Patent No. 4503036 特許第4086838号公報Patent No. 4086838

特許文献1に示す弁設置工法では、既設管の外径よりも大きな刃径のホールソーを用いるため、管切断工程が1回の穿孔作業工程で済む。反面、既設管の切断面積が大きく、且つ、ホールソーの切断時の駆動トルクが大きくなるため、切断装置の駆動部やハウジング等の穿孔機材が大型化、重量化する不都合がある。 The valve installation method shown in Patent Document 1 uses a hole saw with a blade diameter larger than the outer diameter of the existing pipe, so the pipe cutting process can be completed with a single drilling operation. On the other hand, the cutting area of the existing pipe is large, and the driving torque of the hole saw during cutting is large, which has the disadvantage that the driving unit of the cutting device, the housing, and other drilling equipment become larger and heavier.

特許文献2に示す弁設置工法では、既設管の半径よりも小さな刃径のホールソーを用いるため、既設管の切断面積が小さく、且つ、ホールソーの切断時の駆動トルクも小さくなるため、穿孔機材の小型化、軽量化を図ることができる。反面、管切断工程が3回の穿孔作業工程となり、しかも、ホールソーの穿孔位置を管横断方向の3位置に変更する必要があるため、管切断工程に多くの作業時間を要する。
また、ホールソーにはセンタードリルが備えられているが、このセンタードリルの先端が既設管の管壁面に接触したとき、センタードリルの先端が管壁面に沿って周方向に位置ズレする傾向にある。そのため、三つの穿孔作業工程でセンタードリルの位置ズレが発生する可能性があり、施工不良の要因になる不都合がある。
In the valve installation method shown in Patent Document 2, a hole saw with a blade diameter smaller than the radius of the existing pipe is used, so the cutting area of the existing pipe is small and the driving torque of the hole saw during cutting is also small, making it possible to reduce the size and weight of the drilling equipment. On the other hand, the pipe cutting process requires three drilling steps and the hole saw drilling position needs to be changed to three positions in the transverse direction of the pipe, so the pipe cutting process requires a lot of work time.
In addition, the hole saw is equipped with a center drill, but when the tip of the center drill comes into contact with the wall of the existing pipe, the tip of the center drill tends to shift in the circumferential direction along the wall of the pipe. This can cause the center drill to shift in position during the three drilling steps, which can lead to poor construction.

この実情に鑑み、本発明の主たる課題は、穿孔機材の小型化、軽量化を図りながら、管切断工程を能率良く、且つ、施工不良を抑制した状態で実行することのできる既設管の弁設置工法を提供する点にある。 In view of this situation, the main objective of the present invention is to provide a method for installing valves on existing pipes that can efficiently perform the pipe cutting process while minimizing the size and weight of drilling equipment and minimizing construction defects.

本発明の第1特徴構成は、既設管の弁設置領域に弁箱を外装する弁箱外装工程と、前記弁箱側に、前記既設管の弁体挿入部位を切断分離するホールソーを有する切断装置を取付ける切断装置取付け工程と、前記ホールソーの切削回転により、不断流状態で前記既設管の弁体挿入部位を切断分離する管切断工程と、前記切断装置を前記弁箱側から撤去する切断装置撤去工程と、前記弁箱に弁体を装着する弁体装着工程と、を備えた既設管の弁設置工法であって、
前記切断装置取付け工程では、前記既設管の半径よりも大きな刃径の前記ホールソーを前記切断装置に装着し、
前記管切断工程は、前記既設管の管軸芯を通る中心平面に対して管横断方向の一側方に偏位した第1穿孔中心位置での前記ホールソーの切削回転により、前記ホールソーの穿孔領域が前記中心平面よりも管横断方向の他方側に越え、且つ、前記既設管の管横断方向の一側端の管周面における管軸芯方向での穿孔開口幅が弁挿入設定幅となる状態で切断分離する第1管切断工程と、
前記既設管の管軸芯を通る前記中心平面に対して管横断方向の他側方に偏位した第2穿孔中心位置での前記ホールソーの切削回転により、前記ホールソーの穿孔領域が前記既設管の前記中心平面よりも管横断方向の一方側に越え、且つ、前記既設管の管横断方向の他側端の管周面における管軸芯方向での穿孔開口幅が弁挿入設定幅となる状態で切断分離する第2管切断工程と、を備える点にある。
A first characteristic configuration of the present invention is a valve installation method for an existing pipe, comprising: a valve box exterior installation step of exteriorizing a valve box in a valve installation area of an existing pipe; a cutting device installation step of installing a cutting device having a hole saw for cutting and separating a valve body insertion portion of the existing pipe on the valve box side; a pipe cutting step of cutting and separating a valve body insertion portion of the existing pipe in an uninterrupted flow state by cutting rotation of the hole saw; a cutting device removal step of removing the cutting device from the valve box side; and a valve body installation step of installing a valve body on the valve box,
In the cutting device installation step, the hole saw having a blade diameter larger than the radius of the existing pipe is attached to the cutting device,
the pipe cutting step includes a first pipe cutting step of cutting and separating the existing pipe by rotating the hole saw at a first drilling center position offset to one side in the pipe transverse direction with respect to a central plane passing through the pipe axis of the existing pipe, such that a drilling area of the hole saw extends beyond the central plane to the other side in the pipe transverse direction and a drilling opening width in the pipe axial direction on the pipe peripheral surface of one end of the existing pipe in the pipe transverse direction becomes a valve insertion set width;
and a second pipe cutting process for cutting and separating the existing pipe in a state in which the drilling area of the hole saw extends beyond the central plane of the existing pipe to one side in the pipe transverse direction and the drilling opening width in the pipe axial direction on the pipe circumferential surface of the other end of the existing pipe in the pipe transverse direction becomes a valve insertion set width by cutting and rotating the hole saw at a second drilling center position that is offset to the other side in the pipe transverse direction with respect to the central plane passing through the pipe axis of the existing pipe.

本構成によれば、既設管の半径よりも大きな刃径のホールソーを用いて、管切断工程を、既設管の管軸芯を通る中心平面に対して管横断方向の一側方に偏位した第1穿孔中心位置での第1管切断工程と、既設管の管軸芯を通る中心平面に対して管横断方向の他側方に偏位した第2穿孔中心位置での第2管切断工程との2回の穿孔作業を実行する。
第1管切断工程では、中心平面に対して管横断方向の一側方に偏位した第1穿孔中心位置でのホールソーの切削回転により、ホールソーの穿孔領域が中心平面よりも管横断方向の他方側に越え、且つ、既設管の管横断方向の一側端の管周面における管軸芯方向での穿孔開口幅が弁挿入設定幅となる状態で既設管を切断することができる。
次の第2管切断工程では、中心平面に対して管横断方向の他側方に偏位した第2穿孔中心位置でのホールソーの切削回転により、ホールソーの穿孔領域が既設管の中心平面よりも管横断方向の一方側に越え、一回目の管切断工程で形成された穿孔に管横断方向で連通形成することができる。さらに、既設管の管横断方向の他側端の管周面における管軸芯方向での穿孔開口幅が弁挿入設定幅となる状態で既設管を切断分離することができる。
これにより、既設管の外径よりも大きな刃径のホールソーを用いた1回の穿孔作業と比較して、既設管の切断面積が小さく、且つ、ホールソーの切断時の駆動トルクも小さくなるため、穿孔機材の小型化、軽量化を図ることができる。
また、既設管の半径よりも小さな刃径のホールソーを用いた3回の穿孔作業と比較して、切断工程を能率良く、且つ、施工不良を抑制した状態で実行することができる。
しかも、既設管の半径よりも大きな刃径のホールソーを用いるので、既設管の管横断方向両側端の穿孔開口幅を、弁体の管軸芯方向での挿入幅に対応した任意の弁挿入設定幅に設定することができる。これにより、既設管の半径よりも小さな刃径のホールソーを用いた3回の穿孔作業と比較して、弁挿入設定幅の設定範囲の拡大を図ることができる。
According to this configuration, a hole saw with a blade diameter larger than the radius of the existing pipe is used to perform two pipe cutting operations: a first pipe cutting process at a first drilling center position offset to one side in the pipe transverse direction with respect to a central plane passing through the pipe axis of the existing pipe, and a second pipe cutting process at a second drilling center position offset to the other side in the pipe transverse direction with respect to a central plane passing through the pipe axis of the existing pipe.
In the first pipe cutting process, the cutting rotation of the hole saw at the first drilling center position offset to one side in the pipe transverse direction from the central plane causes the drilling area of the hole saw to extend beyond the central plane to the other side in the pipe transverse direction, and the existing pipe can be cut in a state in which the drilling opening width in the pipe axial direction on the pipe circumferential surface of one side end of the existing pipe in the pipe transverse direction becomes the valve insertion set width.
In the next second pipe cutting step, the hole saw rotates at a second drilling center position offset to the other side in the pipe transverse direction from the central plane, causing the drilling area of the hole saw to extend beyond the central plane of the existing pipe to one side in the pipe transverse direction, thereby forming a connection in the pipe transverse direction to the drilled hole formed in the first pipe cutting step. Furthermore, the existing pipe can be cut and separated in a state where the drilling opening width in the pipe axial direction on the pipe circumferential surface of the other end of the existing pipe in the pipe transverse direction becomes the valve insertion setting width.
As a result, compared to a single drilling operation using a hole saw with a blade diameter larger than the outer diameter of the existing pipe, the cutting area of the existing pipe is smaller and the driving torque of the hole saw during cutting is also smaller, making it possible to make the drilling equipment smaller and lighter.
Furthermore, compared to three drilling operations using a hole saw with a blade diameter smaller than the radius of the existing pipe, the cutting process can be carried out more efficiently and with fewer construction defects.
In addition, because a hole saw with a blade diameter larger than the radius of the existing pipe is used, the drilling opening width at both ends of the existing pipe in the pipe transverse direction can be set to any valve insertion setting width corresponding to the insertion width of the valve body in the pipe axial direction. This allows for a wider range of valve insertion setting widths to be set compared to three drilling operations using a hole saw with a blade diameter smaller than the radius of the existing pipe.

本発明の第2特徴構成は、前記ホールソーの刃径は、前記既設管の半径よりも大で、且つ、前記既設管の外径よりも小に設定されている点にある。 The second characteristic feature of the present invention is that the hole saw blade diameter is set to be larger than the radius of the existing pipe and smaller than the outer diameter of the existing pipe.

本構成によれば、ホールソーの刃径の最大が既設管の外径よりも小に設定されているので、穿孔機材の小型化、軽量化を図りながら、弁挿入設定幅の設定範囲の拡大を図ることができる。 With this configuration, the maximum hole saw blade diameter is set smaller than the outer diameter of the existing pipe, making it possible to expand the range of valve insertion setting widths while reducing the size and weight of drilling equipment.

本発明の第3特徴構成は、前記既設管の管横断方向両側端における前記穿孔開口幅である弁挿入設定幅を分母とし、前記ホールソーの刃径を分子とする比率が1.1~1.5に設定されている点にある。 The third characteristic feature of the present invention is that the ratio of the valve insertion setting width, which is the drilling opening width at both ends of the existing pipe in the pipe transverse direction, to the hole saw blade diameter, which is the numerator, is set to 1.1 to 1.5.

本構成によれば、既設管の半径よりも大きな刃径のホールソーを用いた2回の穿孔作業において、弁挿入設定幅を分母とし、ホールソーの刃径を分子とする比率が1.1~1.5に設定してあるので、弁挿入設定幅の設定範囲の拡大を図りながら、穿孔機材の小型化、軽量化を図ることができる。 According to this configuration, in two drilling operations using a hole saw with a blade diameter larger than the radius of the existing pipe, the ratio of the valve insertion setting width as the denominator to the hole saw blade diameter as the numerator is set to 1.1 to 1.5, so it is possible to reduce the size and weight of the drilling equipment while expanding the setting range of the valve insertion setting width.

本発明の第4特徴構成は、前記第1穿孔中心位置での前記ホールソーの回転軌跡と前記第2穿孔中心位置での前記ホールソーの回転軌跡とが交差する二つの交差点間における管軸芯方向での穿孔中央幅が、前記既設管の管横断方向両側端の前記穿孔開口幅と同一又は略同一に設定されている点にある。 The fourth characteristic feature of the present invention is that the central width of the drilling in the pipe axial direction between two intersections where the rotation trajectory of the hole saw at the first drilling center position intersects with the rotation trajectory of the hole saw at the second drilling center position is set to be the same or approximately the same as the drilling opening width at both ends of the existing pipe in the pipe transverse direction.

本構成によれば、第1穿孔中心位置及び第2穿孔中心位置でのホールソーの回転軌跡の交差点間における管軸芯方向での穿孔中央幅が、例えば、既設管の管横断方向両側端の穿孔開口幅よりも大に設定されている場合と比較して、既設管の切断面積が小さく、且つ、ホールソーの切断時の駆動トルクも小さくなるため、穿孔機材の小型化、軽量化を図ることができる。 With this configuration, the cutting area of the existing pipe is smaller and the driving torque of the hole saw during cutting is also smaller than when the central drilling width in the pipe axis direction between the intersections of the rotation trajectories of the hole saw at the first drilling center position and the second drilling center position is set to be larger than the drilling opening width at both ends of the existing pipe in the pipe transverse direction, making it possible to reduce the size and weight of the drilling equipment.

本発明の第5特徴構成は、前記切断装置取付け工程においては、前記弁箱の弁体装着部に接合した作業用開閉弁と前記切断装置との間に、前記作業用開閉弁に対して前記切断装置の取付け位置を管横断方向で変更可能な位置変更アタッチメントが脱着自在に設けられ、前記管切断工程において、前記作業用開閉弁に対して前記位置変更アタッチメントを付け替えることにより、前記切断装置を、前記ホールソーの回転軸芯が前記第1穿孔中心位置に対応する第1取付け位置と、前記ホールソーの回転軸芯が前記第2穿孔中心位置に対応する第2取付け位置に変更自在に構成されている点にある。 The fifth characteristic feature of the present invention is that, in the cutting device installation process, a position change attachment that can change the installation position of the cutting device relative to the work on-off valve in the pipe transverse direction is detachably provided between the work on-off valve joined to the valve body mounting portion of the valve box and the cutting device, and in the pipe cutting process, by replacing the position change attachment with respect to the work on-off valve, the cutting device is configured to be freely changed between a first installation position where the rotation axis of the hole saw corresponds to the first drilling center position and a second installation position where the rotation axis of the hole saw corresponds to the second drilling center position.

本構成によれば、作業用開閉弁に対して位置変更アタッチメントを付け替えることにより、ホールソーの回転軸芯が第1穿孔中心位置に対応する第1取付け位置と、ホールソーの回転軸芯が第2穿孔中心位置に対応する第2取付け位置に変更することができる。そのため、第1穿孔中心位置に対応するアタッチメントと第2穿孔中心位置に対応するアタッチメントとの二種類を準備する必要がなく、穿孔機材数の削減を図ることができる。 According to this configuration, by replacing the position-changing attachment with respect to the work opening/closing valve, the rotation axis of the hole saw can be changed between a first mounting position corresponding to the first drilling center position and a second mounting position corresponding to the second drilling center position. Therefore, there is no need to prepare two types of attachments, one corresponding to the first drilling center position and one corresponding to the second drilling center position, and the amount of drilling equipment can be reduced.

本発明の第6特徴構成は、前記切断装置取付け工程においては、前記弁箱の弁体装着部と前記切断装置側の作業用開閉弁との間に、前記弁体装着部にフランジ接合可能な形態の第1フランジと、前記作業用開閉弁にフランジ接合可能な形態の第2フランジとを備えた作業弁アタッチメントが設けられている点にある。 The sixth characteristic feature of the present invention is that, in the cutting device installation process, a work valve attachment is provided between the valve body mounting portion of the valve box and the work on-off valve on the cutting device side, the work valve attachment having a first flange that can be flange-connected to the valve body mounting portion and a second flange that can be flange-connected to the work on-off valve.

本構成によれば、既設管の半径よりも大きな刃径のホールソーを用いた2回の穿孔作業の採用によって、例えば、弁箱の弁体装着部のフランジが長方環状に形成される可能性がある。このとき、弁体装着部にフランジ接合可能な形態の第1フランジと作業用開閉弁にフランジ接合可能な形態の第2フランジとを備えた作業弁アタッチメントを用いることにより、フランジが円環状に形成されている汎用品の作業用開閉弁であっても使用することができる。そのため、作業用開閉弁のフランジを、弁箱の弁体装着部にフランジ接合可能な形態に改造する必要がなく、穿孔機材のコストダウンを図ることができる。 According to this configuration, by performing two drilling operations using a hole saw with a blade diameter larger than the radius of the existing pipe, for example, the flange of the valve body mounting part of the valve box may be formed into a rectangular ring shape. In this case, by using a work valve attachment equipped with a first flange that can be flange-connected to the valve body mounting part and a second flange that can be flange-connected to the work on-off valve, it is possible to use even a general-purpose work on-off valve whose flange is formed into a ring shape. Therefore, there is no need to modify the flange of the work on-off valve to a shape that can be flange-connected to the valve body mounting part of the valve box, and the cost of drilling equipment can be reduced.

本発明の既設管の弁設置工法を示す弁箱取付け時の正面図A front view of the valve box being attached to the existing pipe, showing the valve installation method of the present invention. 弁箱取付け時の平面図Plan view of valve body when installed 弁箱取付け時の側面図Side view of valve box installed 弁箱取付け時の縦断正面図Vertical cross-sectional front view when valve box is installed 弁箱取付け時の横断側面図Cross-sectional side view when valve box is installed 弁箱に作業弁アタッチメント及び作業用開閉弁を取付けたときの部分断面図Partial cross-sectional view of the valve body with the work valve attachment and work on-off valve attached 第1管切断工程での穿孔作業開始前の横断側面図Cross-sectional side view before drilling begins in the first pipe cutting process 第1管切断工程の穿孔開始位置での横断側面図A cross-sectional side view at the drilling start position of the first pipe cutting process 第1管切断工程の穿孔終了位置での横断側面図A cross-sectional side view at the end of the first tube cutting step 切断後のホールソーを収納空間に復帰させたときの横断側面図A cross-sectional side view of the hole saw returning to the storage space after cutting 第1管切断工程が終了したときの既設管の平面図Plan view of the existing pipe when the first pipe cutting process is completed 第2管切断工程の穿孔終了位置での横断側面図A cross-sectional side view at the end of the drilling in the second tube cutting step. 第2管切断工程が終了したときの第1実施例の説明図FIG. 11 is an explanatory diagram of the first embodiment when the second tube cutting process is completed. 切断装置撤去工程及び弁体装着工程を示す弁体装着工程The valve body installation process shows the cutting device removal process and the valve body installation process. 弁体装着工程の完了時の正面図Front view of the valve body installation process completed 内弁箱に取付けられた弁体の流路遮状態と流路開放状態を示す説明図FIG. 1 is an explanatory diagram showing the flow passage blocking state and the flow passage opening state of a valve body attached to an inner valve box. 第2~第4実施例の説明図2nd to 4th embodiments 第5実施例の説明図FIG. 5 is an explanatory diagram of the fifth embodiment.

本発明の実施形態について図面に基づいて説明する。
本実施形態では、既設管の一例である既設水道管1の弁設置箇所に、弁の一例であるバタフライ弁2を不断水状態(不断流状態)で設置する既設管の弁設置工法について説明する。
この既設管の弁設置工法では、図1~図5に示すように、既設水道管1の弁設置領域にバタフライ弁2の弁箱20を外装する弁箱外装工程と、図6、図7に示すように、弁箱20側に、作業用開閉弁3と、既設水道管1の弁体挿入部位を切断分離するホールソー40を有する切断装置4を取付ける切断装置取付け工程と、図8~図13に示すように、ホールソー40の切削回転により、不断流状態で既設水道管1の弁体挿入部位を切断分離する管切断工程と、図14に示すように、切断装置4を弁箱20側から撤去する切断装置撤去工程と、図14~図16に示すように、弁箱20にバタフライ弁2の弁体24を装着する弁体装着工程と、を主要工程として備える。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the drawings.
In this embodiment, a valve installation method for an existing pipe is described in which a butterfly valve 2, which is an example of a valve, is installed in a state without water interruption (state without flow interruption) at a valve installation location of an existing water pipe 1, which is an example of an existing pipe.
In this valve installation method for an existing pipe, as shown in Figs. 1 to 5, the valve box exterior installation process is to exteriorize the valve box 20 of the butterfly valve 2 on the valve installation area of the existing water pipe 1, as shown in Figs. 6 and 7, the cutting device installation process is to install the cutting device 4 having the work opening/closing valve 3 and the hole saw 40 for cutting and separating the valve body insertion part of the existing water pipe 1 on the valve box 20 side, as shown in Figs. 8 to 13, the pipe cutting process is to cut and separate the valve body insertion part of the existing water pipe 1 in an uninterrupted flow state by the cutting rotation of the hole saw 40, as shown in Figs. 14, the cutting device removal process is to remove the cutting device 4 from the valve box 20 side, as shown in Fig. 14, and the valve body installation process is to install the valve body 24 of the butterfly valve 2 on the valve box 20, as shown in Figs. 14 to 16.

既設管の弁設置工法に用いられるバタフライ弁2は、図14~図16に示すように、既設水道管1の弁設置領域の外周面に水密状態で外装固定される弁箱20と、弁箱20の上側に形成された筒状の弁体装着部21の弁体挿入口22を密閉し、且つ、弁箱20内の弁体装着空間を流路横断姿勢で遮断可能な弁体保持枠としての内弁箱23と、内弁箱23の弁体保持部23Aに貫通形成された管軸芯Xと同心円の流路口23aを開閉する弁体24と、弁体24の弁軸24Aを管軸芯Xと直交する鉛直軸芯周りで回動操作する弁軸操作機構部25と、を有する。 As shown in Figures 14 to 16, the butterfly valve 2 used in the valve installation method for existing pipes has a valve box 20 that is fixed in a watertight state to the outer periphery of the valve installation area of the existing water pipe 1, an inner valve box 23 that serves as a valve body holding frame that seals the valve body insertion port 22 of the cylindrical valve body mounting part 21 formed on the upper side of the valve box 20 and can block the valve body mounting space inside the valve box 20 in a flow path crossing posture, a valve body 24 that opens and closes the flow path port 23a that is concentric with the pipe axis X and is formed through the valve body holding part 23A of the inner valve box 23, and a valve shaft operating mechanism part 25 that rotates the valve shaft 24A of the valve body 24 around a vertical axis perpendicular to the pipe axis X.

弁箱20は、図1~図5に示すように、既設水道管1の弁設置領域の外周面に対して下方から覆う上向き開口の下側弁箱部20Aと、既設水道管1の弁設置領域の外周面に対して上方から覆う下向き開口の上側弁箱部20Bとを有する。下側弁箱部20Aと上側弁箱部20Bは、既設水道管1の管軸芯Xを通る水平面で二分割され、且つ、その分割合わせ面20a同士を接合した状態でボルト・ナット26にて締付け固定される。 As shown in Figures 1 to 5, the valve box 20 has a lower valve box section 20A with an upward opening that covers the outer peripheral surface of the valve installation area of the existing water pipe 1 from below, and an upper valve box section 20B with a downward opening that covers the outer peripheral surface of the valve installation area of the existing water pipe 1 from above. The lower valve box section 20A and the upper valve box section 20B are divided into two parts by a horizontal plane that passes through the pipe axis X of the existing water pipe 1, and are fastened with bolts and nuts 26 with the divided mating surfaces 20a joined together.

内弁箱23は、図14~図16に示すように、弁箱20の弁体装着部21の弁体挿入口22を密閉する弁蓋部23Bと、弁蓋部23Bの下面にT字状に一体形成される弁体保持部23Aとを備える。弁蓋部23Bは、弁箱20の弁体装着部21の上端に形成の弁箱フランジ21Aにボルト・ナット(図示省略)で上下方向から固定連結される。そのため、弁体装着部21の弁箱フランジ21Aの上面には、図14に示すように、ボルト・ナットの締付け操作に伴って弁蓋部23Bのフランジ接合面との間を密封するOリング27が設けられている。
また、内弁箱23の弁体保持部23Aの外周側面には、図14,図16に示すように、弁箱20における管横断方向で対向する一対の側壁部20bの内面(弁座面)及び底壁部20cの内面(弁座面)との間を密封する弾性パッキン28が装着されている。この弾性パッキン28は、内弁箱23の弁蓋部23Bが弁箱20の弁体装着部21の弁箱フランジ21Aに締結されたとき、水密状態に圧縮される。
14 to 16, the inner valve box 23 includes a valve cover portion 23B that seals the valve body insertion port 22 of the valve body mounting portion 21 of the valve box 20, and a valve body holding portion 23A that is integrally formed in a T-shape on the lower surface of the valve cover portion 23B. The valve cover portion 23B is fixedly connected from above and below to a valve body flange 21A formed on the upper end of the valve body mounting portion 21 of the valve box 20 with bolts and nuts (not shown). For this reason, an O-ring 27 is provided on the upper surface of the valve body flange 21A of the valve body mounting portion 21 to seal the gap with the flange joint surface of the valve cover portion 23B as the bolts and nuts are tightened, as shown in FIG.
14 and 16, an elastic packing 28 is attached to the outer peripheral side surface of the valve body holding portion 23A of the inner valve box 23, which seals between the inner surfaces (valve seat surfaces) of a pair of side wall portions 20b and the inner surface (valve seat surface) of the bottom wall portion 20c that face each other in the pipe cross direction of the valve box 20. This elastic packing 28 is compressed to a watertight state when the valve cover portion 23B of the inner valve box 23 is fastened to the valve box flange 21A of the valve body mounting portion 21 of the valve box 20.

特に、本発明の管切断工程では、図8~図13に示すように、既設水道管1の半径よりも大で、且つ、既設水道管1の外径よりも小なる刃径(刃先径)D1に設定されたホールソー40を用いて、既設水道管1の横断方向の二位置で穿孔する。そのため、弁箱20の弁体装着部21は、図2に示すように、平面視において長方形に構成される。これに伴って、内弁箱23の弁蓋部23Bの輪郭形状も平面視において長方形に構成される。 In particular, in the pipe cutting process of the present invention, as shown in Figs. 8 to 13, a hole saw 40 with a blade diameter (tip diameter) D1 set to be larger than the radius of the existing water pipe 1 and smaller than the outer diameter of the existing water pipe 1 is used to drill holes in two positions in the transverse direction of the existing water pipe 1. Therefore, the valve body mounting portion 21 of the valve box 20 is configured to be rectangular in plan view, as shown in Fig. 2. Accordingly, the contour shape of the valve cover portion 23B of the inner valve box 23 is also configured to be rectangular in plan view.

この形態の内弁箱23の弁蓋部23Bを弁箱20の弁体装着部21に固定する方法として、例えば、弁箱20の弁体装着部21内に内弁箱23の弁蓋部23Bを挿入配置し、弁箱20の弁体装着部21の外側面から水平方向に螺合した複数のボルトにより、内弁箱23を弁箱20の内底面側に押圧固定する固定方法が考えられる。しかし、この固定方法では、平面視において長方形の内弁箱23の止水性が懸念される。そのため、本実施形態では、上述のように、弁箱20の弁体装着部21の弁箱フランジ21Aと内弁箱23の弁蓋部23Bを上下方向から接合してボルト・ナットで水密に固定する固定方法を採用したことにより、平面視において長方形の内弁箱23であっても優れた止水性を確保することができる。 As a method of fixing the valve cover portion 23B of the inner valve box 23 of this form to the valve body mounting portion 21 of the valve box 20, for example, a method of inserting and arranging the valve cover portion 23B of the inner valve box 23 into the valve body mounting portion 21 of the valve box 20, and pressing and fixing the inner valve box 23 to the inner bottom surface side of the valve box 20 with multiple bolts screwed horizontally from the outer surface of the valve body mounting portion 21 of the valve box 20 is considered. However, with this fixing method, there are concerns about the watertightness of the inner valve box 23, which is rectangular in plan view. Therefore, in this embodiment, as described above, a fixing method is adopted in which the valve box flange 21A of the valve body mounting portion 21 of the valve box 20 and the valve cover portion 23B of the inner valve box 23 are joined from above and below and fixed watertightly with bolts and nuts, so that excellent watertightness can be ensured even for the inner valve box 23, which is rectangular in plan view.

また、図1~図5に示すように、弁箱20の管軸芯X方向両側の管保持部29の端部に形成された連結フランジ29Aの各々には、管保持部29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第3弾性パッキン31を管軸方向から水密状態に圧縮する二分割構造の押輪30がT字ボルト、ナット32で締付け固定されている。 As shown in Figures 1 to 5, a two-piece pressure ring 30 is fastened to each of the connecting flanges 29A formed at the ends of the pipe holding parts 29 on both sides of the pipe axis X of the valve box 20 by a T-bolt and a nut 32. The pressure ring 30 compresses the third elastic packing 31, which is interposed between the tapered inner surface of the pipe holding part 29 and the outer surface of the existing water pipe 1, into a watertight state from the pipe axis direction.

次に、既設管の弁設置工法について詳述する。
[1]弁箱外装工程
図1~図5に示すように、弁箱20の下側弁箱部20A及び上側弁箱部20Bを、既設水道管1の弁設置領域の外周面に対して外装する。下側弁箱部20Aと上側弁箱部20Bとを、図5に示すように、既設水道管1の管軸芯Xを通る分割合わせ面20a同士を接合した状態でボルト・ナット26にて締付け固定する。その後、下側弁箱部20Aと上側弁箱部20Bとの分割合わせ面20aを水密状態に溶接で一体的に接合する。
図1~図5に示すように、弁箱20の管軸芯X方向両側の管保持部29の端部に形成された連結フランジ29Aの各々に、既設水道管1に外装された二分割構造の押輪30をT字ボルト、ナット32で締付け固定する。この押輪30の締付け固定操作により、図4に示すように、管保持部29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第3弾性パッキン31が水密状態に圧縮される。
Next, the method for installing valves on existing pipes will be described in detail.
[1] Valve box exterior mounting process As shown in Figures 1 to 5, the lower valve box section 20A and the upper valve box section 20B of the valve box 20 are exterior mounted on the outer circumferential surface of the valve installation area of the existing water pipe 1. As shown in Figure 5, the lower valve box section 20A and the upper valve box section 20B are fastened and fixed with bolts and nuts 26 in a state where the divided mating surfaces 20a passing through the pipe axis X of the existing water pipe 1 are joined together. After that, the divided mating surfaces 20a of the lower valve box section 20A and the upper valve box section 20B are integrally joined by welding in a watertight state.
1 to 5, a two-piece pressure ring 30 that is fitted to the existing water pipe 1 is fastened to each of the connecting flanges 29A formed at the ends of the pipe holding parts 29 on both sides of the pipe axis X direction of the valve box 20 by a T-bolt and a nut 32. By fastening and fastening the pressure ring 30, as shown in FIG. 4, the third elastic packing 31 interposed between the tapered inner peripheral surface of the pipe holding part 29 and the outer peripheral surface of the existing water pipe 1 is compressed to a watertight state.

[2]切断装置取付け工程
図6、図7に示すように、弁箱20の弁体装着部21の弁箱フランジ21Aに、切断装置4のホールソー40及び内弁箱23が通過可能な筒状の作業弁アタッチメント5をフランジ接合する。この作業弁アタッチメント5の下端には、弁体装着部21の弁箱フランジ21Aとボルト・ナット51にて締結可能な形態の第1フランジ5Aが設けられている。図2に示すように、弁体装着部21の弁箱フランジ21Aが環状長方形であるため、第1フランジ5Aの形態も環状長方形に構成されている。
また、図6に示すように、作業弁アタッチメント5の上端には、作業用開閉弁3の作業弁ケース3Aの下端に形成された下側フランジ3Bとボルト・ナット52にて締結可能な形態の第2フランジ5Bが設けられている。本実施形態では、下側フランジ3Bが環状円形に形成されている汎用品の作業用開閉弁3が用いられているため、第2フランジ5Bの形態も、作業用開閉弁3の下側フランジ3Bに対応した環状円形(図示省略)に構成されている。
そのため、作業用開閉弁3の下側フランジ3Bを、弁箱20の弁体装着部21にフランジ接合可能な形態に改造する必要がなく、穿孔機材のコストダウンを図ることができる。
なお、弁体装着部21の弁箱フランジ21Aの上面には、図4、図5、図6、図8に示すように、ボルト・ナット51の締付け操作に伴って作業弁アタッチメント5の第1フランジ5Aとの接合面間を密封するOリング35が設けられている。
[2] Cutting device installation process As shown in Figures 6 and 7, a cylindrical working valve attachment 5 through which the hole saw 40 and inner valve box 23 of the cutting device 4 can pass is flange-joined to the valve box flange 21A of the valve body mounting part 21 of the valve box 20. A first flange 5A is provided at the lower end of this working valve attachment 5, which can be fastened to the valve box flange 21A of the valve body mounting part 21 with bolts and nuts 51. As shown in Figure 2, since the valve box flange 21A of the valve body mounting part 21 is annular rectangular, the shape of the first flange 5A is also configured to be annular rectangular.
6, the upper end of the work valve attachment 5 is provided with a second flange 5B that can be fastened to a lower flange 3B formed on the lower end of the work valve case 3A of the work on-off valve 3 with bolts and nuts 52. In this embodiment, a general-purpose work on-off valve 3 in which the lower flange 3B is formed in an annular circular shape is used, and therefore the second flange 5B is also formed in an annular circular shape (not shown) corresponding to the lower flange 3B of the work on-off valve 3.
Therefore, there is no need to modify the lower flange 3B of the operation on-off valve 3 into a form that allows flange joining to the valve body mounting portion 21 of the valve box 20, which makes it possible to reduce the cost of drilling equipment.
In addition, as shown in Figures 4, 5, 6, and 8, an O-ring 35 is provided on the upper surface of the valve box flange 21A of the valve body mounting portion 21 to seal the joint surface with the first flange 5A of the working valve attachment 5 when the bolt and nut 51 are tightened.

さらに、図6に示すように、作業弁アタッチメント5の第1フランジ5Aと第2フランジ5Bとの上下方向での対向面間は、第1フランジ5Aと弁箱フランジ21Aとを締結するボルトを上方から差し入れて螺合操作するためのボルト操作空間53に構成されている。そのため、例えば、弁箱20の弁箱フランジ21Aに作業用開閉弁3の下側フランジ3Bを直接締結する場合のように、弁箱20の管保持部29の外周面と弁箱フランジ21Aとの対向面間に、締結ボルトを下方から差し入れて螺合操作するためのボルト操作空間を確保する必要がない。これにより、弁箱20の管軸芯X相当位置から弁箱フランジ21Aまでの高さ寸法を抑えることができる。 Furthermore, as shown in FIG. 6, the space between the opposing surfaces of the first flange 5A and the second flange 5B of the working valve attachment 5 in the vertical direction is configured as a bolt operation space 53 for inserting and screwing the bolts that fasten the first flange 5A and the valve box flange 21A from above. Therefore, as in the case of directly fastening the lower flange 3B of the working opening/closing valve 3 to the valve box flange 21A of the valve box 20, there is no need to secure a bolt operation space between the opposing surfaces of the outer circumferential surface of the pipe holding portion 29 of the valve box 20 and the valve box flange 21A for inserting and screwing the fastening bolts from below. This makes it possible to reduce the height dimension from the position equivalent to the pipe axis X of the valve box 20 to the valve box flange 21A.

図6、図7に示すように、作業弁ケース3Aの上端に形成された上側フランジ3Cには、作業用開閉弁3に対して切断装置4の取付け位置を管横断方向で変更可能な位置変更アタッチメント6及び穿孔作業ケース41を介して切断装置4の切断ケーシング42を取付ける。位置変更アタッチメント6及び穿孔作業ケース41は、ホールソー40が昇降可能な大きさの内部空間を備えている。 As shown in Figures 6 and 7, the cutting casing 42 of the cutting device 4 is attached to the upper flange 3C formed at the upper end of the work valve case 3A via a position change attachment 6 that can change the mounting position of the cutting device 4 in the pipe transverse direction relative to the work opening/closing valve 3, and a drilling case 41. The position change attachment 6 and the drilling case 41 have an internal space large enough to allow the hole saw 40 to move up and down.

後述する本発明の管切断工程は、図8~図11に示すように、既設水道管1の管軸芯Xを通る鉛直方向の中心平面Yに対して管横断方向の一側方(図8では右側)に偏位した第1穿孔中心位置P1でのホールソー40の切削回転を実行する第1管切断工程と、
図12、図13に示すように、既設水道管1の管軸芯Xを通る鉛直方向の中心平面Yに対して管横断方向の他側方(図12では左側)に偏位した第2穿孔中心位置P2でのホールソー40の切削回転を実行する第2管切断工程と、を備える。
第1管切断工程では、図8~図11に示すように、ホールソー40の第1穿孔領域(平面視での第1穿孔面積)H1が、中心平面Yよりも管横断方向の他方側(図8では左側)に越える。且つ、図11に示すように、既設水道管1の管横断方向の一側端の管周面における管軸芯X方向での第1穿孔開口幅W1が弁挿入設定幅となる状態で、既設水道管1を切断する。
第2管切断工程では、図12、図13に示すように、ホールソー40の第2穿孔領域(平面視での第2穿孔面積)H2が、既設水道管1の中心平面Yよりも管横断方向の一方側(図12では右側)に越える。且つ、図13に示すように、既設水道管1の管横断方向の他側端の管周面における管軸芯X方向での第2穿孔開口幅W2が弁挿入設定幅となる状態で、既設水道管1を切断分離する。
The pipe cutting process of the present invention, which will be described later, includes a first pipe cutting process, as shown in Figs. 8 to 11, in which a hole saw 40 is rotated at a first drilling center position P1 that is offset to one side (the right side in Fig. 8) in the pipe cross direction with respect to a vertical center plane Y that passes through the pipe axis X of the existing water pipe 1;
As shown in Figures 12 and 13 , there is also provided a second pipe cutting process in which the hole saw 40 performs cutting rotation at a second drilling center position P2 that is offset to the other side in the pipe transverse direction (the left side in Figure 12 ) with respect to a vertical central plane Y passing through the pipe axis X of the existing water pipe 1.
In the first pipe cutting step, as shown in Figures 8 to 11, a first drilling region (a first drilling area in a plan view) H1 of the hole saw 40 extends beyond the center plane Y to the other side in the pipe transverse direction (the left side in Figure 8). Also, as shown in Figure 11, the existing water pipe 1 is cut in a state in which a first drilling opening width W1 in the pipe axis X direction on the pipe circumferential surface at one end of the existing water pipe 1 in the pipe transverse direction becomes the valve insertion set width.
In the second pipe cutting step, as shown in Figures 12 and 13, the second drilling region (second drilling area in plan view) H2 of the hole saw 40 extends beyond the central plane Y of the existing water pipe 1 to one side in the pipe transverse direction (the right side in Figure 12). Also, as shown in Figure 13, the existing water pipe 1 is cut and separated in a state in which the second drilling opening width W2 in the pipe axis X direction on the pipe circumferential surface at the other end of the existing water pipe 1 in the pipe transverse direction becomes the valve insertion set width.

そのため、位置変更アタッチメント6は、図7に示すように、鉛直方向の中心平面Y上に上下方向中心線が位置する大径の本体ケース部61と、第1穿孔中心位置P1及び第2穿孔中心位置P2上に上下方向中心線を選択配置可能な小径の偏芯ケース部62とを一体化して構成されている。本体ケース部61の下端には、作業弁ケース3Aの上側フランジ3Cにボルト・ナット63で締結される下側フランジ61Aが設けられている。偏芯ケース部62の上端には、穿孔作業ケース41の下側フランジ41Aにボルト・ナット64で締結される上側フランジ62Aが設けられている。 As shown in FIG. 7, the position change attachment 6 is configured by integrating a large-diameter main body case portion 61 whose up-down centerline is located on the vertical center plane Y, and a small-diameter eccentric case portion 62 whose up-down centerline can be selectively located on the first drilling center position P1 and the second drilling center position P2. The lower end of the main body case portion 61 is provided with a lower flange 61A that is fastened to the upper flange 3C of the working valve case 3A with bolts and nuts 63. The upper end of the eccentric case portion 62 is provided with an upper flange 62A that is fastened to the lower flange 41A of the drilling work case 41 with bolts and nuts 64.

そして、第1管切断工程では、図7、図8に示すように、位置変更アタッチメント6を、偏芯ケース部62の上下方向中心線が第1穿孔中心位置P1上に位置する向き姿勢で作業用開閉弁3にフランジ接合する。第2管切断工程では、図12に示すように、位置変更アタッチメント6を、偏芯ケース部62の上下方向中心線が第2穿孔中心位置P2上に位置する向き姿勢で作業用開閉弁3にフランジ接合する。
上述のように、作業用開閉弁3に対して位置変更アタッチメント6を180度反転して付け替えることにより、ホールソー40の回転軸芯が第1穿孔中心位置P1に対応する第1取付け位置と、ホールソー40の回転軸芯が第2穿孔中心位置P2に対応する第2取付け位置に変更することができる。そのため、第1穿孔中心位置P1に対応するアタッチメントと第2穿孔中心位置P2に対応するアタッチメントとの二種類を準備する必要がなく、穿孔機材数の削減を図ることができる。
In the first pipe cutting process, the position changing attachment 6 is flange-joined to the work on-off valve 3 in an orientation in which the vertical center line of the eccentric case part 62 is located on the first drilling center position P1, as shown in Figures 7 and 8. In the second pipe cutting process, the position changing attachment 6 is flange-joined to the work on-off valve 3 in an orientation in which the vertical center line of the eccentric case part 62 is located on the second drilling center position P2, as shown in Figure 12.
As described above, by rotating the position-changing attachment 6 180 degrees and replacing it with respect to the work on-off valve 3, the rotation axis of the hole saw 40 can be changed to a first mounting position corresponding to the first drilling center position P1, and a second mounting position corresponding to the second drilling center position P2. Therefore, there is no need to prepare two types of attachments, one corresponding to the first drilling center position P1 and the other corresponding to the second drilling center position P2, and the number of drilling equipment can be reduced.

図7に示すように、位置変更アタッチメント6の内部空間と穿孔作業ケース41の内部空間は、作業用開閉弁3が閉弁状態にあるとき、切断装置4のホールソー40を収納する収納空間43に構成されている。穿孔作業ケース41の上端には、切断ケーシング42の下端の連結フランジ42Aにボルト・ナット65で締結される上側フランジ41Bが設けられている。 As shown in FIG. 7, the internal space of the position-changing attachment 6 and the internal space of the drilling case 41 are configured as a storage space 43 that stores the hole saw 40 of the cutting device 4 when the work opening/closing valve 3 is in a closed state. An upper flange 41B is provided at the upper end of the drilling case 41, which is fastened with bolts and nuts 65 to the connecting flange 42A at the lower end of the cutting casing 42.

切断装置4は、電動モータやエンジン等の原動部の駆動により、切断ケーシング42に支承された駆動回転軸44に対して駆動回転力と穿孔軸芯方向の移動力を付与する。駆動回転軸44の先端部に連結された円筒状のホールソー40は、図8~図13に示すように、既設水道管1の半径よりも大で、且つ、既設水道管1の外径よりも小なる刃径(刃先径)D1に設定されている。ホールソー40の回転軸芯方向の長さは、既設水道管1の外径よりも大なる長さに設定されている。 The cutting device 4 applies a driving force and a moving force in the direction of the drilling axis to the driving shaft 44 supported by the cutting casing 42 by driving a driving part such as an electric motor or an engine. The cylindrical hole saw 40 connected to the tip of the driving shaft 44 has a blade diameter (tip diameter) D1 that is larger than the radius of the existing water pipe 1 and smaller than the outside diameter of the existing water pipe 1, as shown in Figures 8 to 13. The length of the hole saw 40 in the direction of the rotation axis is set to be larger than the outside diameter of the existing water pipe 1.

また、ホールソー40の内底中心位置には、図7~図10に示すように、回転軸芯方向に沿ってホールソー40の先端よりも外部に突出するセンタードリル45が延設されている。このセンタードリル45の突出代は、図8に示すように、ホールソー40の先端が既設水道管1の外周面に接触した切断開始時点で、既設水道管1の管壁を貫通した切削位置決め状態となる突出寸法に設定されている。センタードリル45の回転軸芯方向に間隔をおいた二箇所の各々には、ホールソー40内に入り込んだ切片1Aの抜け落ちを防止する起伏自在な二組の係止体46が設けられている。各係止体46は、既設水道管1の管壁を貫通するときには非係止姿勢に格納され、管壁通過後に遠心力で係止姿勢に突出する。
また、二組の係止体46は、ホールソー40が穿孔終了位置にまで送り込まれたとき、切片1Aの上側管壁部の内面側と外面側に係止姿勢で配置される。
In addition, a center drill 45 is provided at the center of the inner bottom of the hole saw 40, which extends outward from the tip of the hole saw 40 along the rotation axis, as shown in Fig. 7 to Fig. 10. The projection of the center drill 45 is set to a projection dimension that allows the hole saw 40 to penetrate the wall of the existing water pipe 1 and position the cut when the tip of the hole saw 40 comes into contact with the outer circumferential surface of the existing water pipe 1 and starts cutting, as shown in Fig. 8. Two sets of freely rising and falling locking bodies 46 are provided at two positions spaced apart in the rotation axis direction of the center drill 45 to prevent the cutting piece 1A that has entered the hole saw 40 from falling out. Each locking body 46 is stored in an unlocked position when penetrating the wall of the existing water pipe 1, and protrudes into an engaged position by centrifugal force after passing through the wall.
Furthermore, when the hole saw 40 is advanced to the drilling end position, the two sets of locking bodies 46 are arranged in an locking position on the inner and outer surfaces of the upper pipe wall of the section 1A.

[3]管切断工程
尚、管切断工程を説明する図8~図13のうち、図7、図9、図10、図12においては、穿孔機材の断面ハッチングは省略する。
[3-1]第1管切断工程
図7に示す第1管切断工程の初期設定では、位置変更アタッチメント6は、偏芯ケース部62の上下方向中心線が第1穿孔中心位置P1(図7では右側)上に位置する向き姿勢で作業用開閉弁3にフランジ接合されている。この状態で、図8に示すように、作業用開閉弁3の作業弁体3Dを開弁操作し、切断装置4のホールソー40及びセンタードリル45を駆動回転させながら下方に送り込む。
ホールソー40のセンタードリル45は、図8に示すように、既設水道管1の管軸芯Xを通る鉛直方向の中心平面Yに対して管横断方向の一側方(図8では右側)に偏位した第1穿孔中心位置P1を穿孔する。この第1穿孔中心位置P1を穿孔するセンタードリル45を中心にホールソー40が切削回転し、既設水道管1の管壁を穿孔する。
[3] Pipe Cutting Process Among Figures 8 to 13 which explain the pipe cutting process, cross-sectional hatching of drilling equipment is omitted in Figures 7, 9, 10 and 12.
[3-1] First pipe cutting process In the initial setting of the first pipe cutting process shown in Fig. 7, the position changing attachment 6 is flange-joined to the work on-off valve 3 in an orientation in which the vertical center line of the eccentric case part 62 is located on the first drilling center position P1 (the right side in Fig. 7). In this state, as shown in Fig. 8, the work valve body 3D of the work on-off valve 3 is opened, and the hole saw 40 and center drill 45 of the cutting device 4 are fed downward while being driven and rotated.
As shown in Fig. 8, the center drill 45 of the hole saw 40 drills a first drilling center position P1 that is offset to one side in the pipe transverse direction (the right side in Fig. 8) with respect to a vertical central plane Y that passes through the pipe axis X of the existing water pipe 1. The hole saw 40 rotates around the center drill 45 that drills the first drilling center position P1, and drills a hole in the pipe wall of the existing water pipe 1.

ホールソー40の第1穿孔領域(平面視での第1穿孔面積)H1は、図11に示すように、既設水道管1の中心平面Yよりも管横断方向の一方側(図11では下側)に越え、且つ、既設水道管1の管横断方向の他側端の管周面における管軸芯X方向での第1穿孔開口幅W1が弁挿入設定幅となる領域に設定されている。また、第1穿孔中心位置P1でのホールソー40の第1回転切削軌跡(第1穿孔内周面)R1と既設水道管1の中心平面Yとが交差する二つの交差点間における管軸芯X方向での穿孔中央幅W3が、既設水道管1の管横断方向の他側端の第1穿孔開口幅(弁挿入設定幅)W1と同一又は略同一に設定されている。 As shown in FIG. 11, the first drilling area (first drilling area in plan view) H1 of the hole saw 40 is set to an area that exceeds the center plane Y of the existing water pipe 1 to one side in the pipe cross direction (lower side in FIG. 11) and the first drilling opening width W1 in the pipe axis center X direction on the pipe circumferential surface of the other end of the existing water pipe 1 in the pipe cross direction is set to the valve insertion setting width. In addition, the drilling center width W3 in the pipe axis center X direction between two intersections where the first rotary cutting trajectory (first drilling inner circumferential surface) R1 of the hole saw 40 at the first drilling center position P1 and the center plane Y of the existing water pipe 1 intersect is set to be the same or approximately the same as the first drilling opening width (valve insertion setting width) W1 of the other end of the existing water pipe 1 in the pipe cross direction.

図9に示すように、第1穿孔中心位置P1で穿孔するホールソー40が穿孔終了位置にまで送り込まれたとき、既設水道管1から切断分離された一側方の切片1Aはホールソー40内に入り込んだ状態にある。この状態では既設水道管1の外径より大きなホールソーで切断する場合と比べると、既設水道管1内の流路横断面積の約半分を確保している。そのため、既設水道管1内の水の流れを阻害しにくい。ホールソー40内の切片1Aの上側管壁部は、センタードリル45の二箇所の係止体46で係止保持されている。そのため、図10に示すように、切断完了位置にあるホールソー40を、位置変更アタッチメント6の内部空間と穿孔作業ケース41の内部空間とで形成される収納空間43に引き上げても、ホールソー40内の切片1Aは脱落することなく回収することができる。 As shown in FIG. 9, when the hole saw 40 drilling at the first drilling center position P1 is sent to the drilling end position, the cut piece 1A on one side cut and separated from the existing water pipe 1 is in a state where it is inserted into the hole saw 40. In this state, compared to cutting with a hole saw larger than the outer diameter of the existing water pipe 1, about half of the cross-sectional area of the flow path in the existing water pipe 1 is secured. Therefore, it is difficult to obstruct the flow of water in the existing water pipe 1. The upper pipe wall part of the cut piece 1A in the hole saw 40 is retained by two retaining bodies 46 of the center drill 45. Therefore, as shown in FIG. 10, even if the hole saw 40 at the cutting end position is pulled up to the storage space 43 formed by the internal space of the position change attachment 6 and the internal space of the drilling work case 41, the cut piece 1A in the hole saw 40 can be retrieved without falling off.

[3-2]第2管切断工程
図10に示すように、ホールソー40が収納空間43内の所定収納位置に復帰したとき、作業用開閉弁3の作業弁体3Dを閉弁操作する。その後、作業弁ケース3Aの上側フランジ3Cと位置変更アタッチメント6の下側フランジ61Aとのボルト・ナット63による締結を解除する。締結解除された位置変更アタッチメント6と穿孔作業ケース41と切断装置4とが一体的に組付けられている穿孔機材をクレーン等で切片回収作業場に吊下げ搬送し、ホールソー40内の切片1Aを撤去する。
10, when the hole saw 40 has returned to its predetermined storage position within the storage space 43, the working valve body 3D of the working on-off valve 3 is closed. Then, the upper flange 3C of the working valve case 3A and the lower flange 61A of the position changing attachment 6 are released from the fastening by the bolts and nuts 63. The drilling equipment in which the released position changing attachment 6, the drilling case 41, and the cutting device 4 are assembled together is hoisted and transported by a crane or the like to a section recovery work site, and the section 1A inside the hole saw 40 is removed.

その後、穿孔機材の位置変更アタッチメント6を作業弁ケース3Aに対応するフランジ接合位置に吊下げ搬送する。このとき、図12に示すように、位置変更アタッチメント6を、偏芯ケース部62の上下方向中心線が第2穿孔中心位置P2上に位置する向き姿勢で作業用開閉弁3の上側フランジ3Cにフランジ接合する。つまり、作業用開閉弁3に対して位置変更アタッチメント6を180度反転して付け替えることにより、ホールソー40の回転軸芯が第1穿孔中心位置P1に対応する第1管切断工程の第1取付け位置から、ホールソー40の回転軸芯が第2穿孔中心位置P2に対応する第2管切断工程の第2取付け位置に変更する。 Then, the position-changing attachment 6 of the drilling equipment is suspended and transported to the flange joining position corresponding to the working valve case 3A. At this time, as shown in FIG. 12, the position-changing attachment 6 is flange-joined to the upper flange 3C of the working opening/closing valve 3 in an orientation in which the vertical center line of the eccentric case part 62 is located on the second drilling center position P2. In other words, by rotating the position-changing attachment 6 180 degrees relative to the working opening/closing valve 3 and replacing it, the rotation axis of the hole saw 40 is changed from the first mounting position of the first pipe cutting process corresponding to the first drilling center position P1 to the second mounting position of the second pipe cutting process corresponding to the second drilling center position P2.

この状態で、図12に示すように、作業用開閉弁3の作業弁体3Dを開弁操作し、切断装置4のホールソー40を駆動回転させながら下方に送り込む。
ホールソー40のセンタードリル45は、既設水道管1の管軸芯Xを通る中心平面Yに対して管横断方向の他側方(図12では左側)に偏位した第2穿孔中心位置P2を穿孔する。この第2穿孔中心位置P2を穿孔するセンタードリル45を中心にホールソー40が切削回転し、既設水道管1の管壁を穿孔する。
In this state, as shown in FIG. 12, the work valve body 3D of the work on-off valve 3 is opened, and the hole saw 40 of the cutting device 4 is fed downward while being driven to rotate.
The center drill 45 of the hole saw 40 drills a second drilling center position P2 that is offset to the other side in the pipe transverse direction (left side in FIG. 12 ) with respect to a central plane Y that passes through the pipe axis X of the existing water pipe 1. The hole saw 40 rotates around the center drill 45 that drills the second drilling center position P2, and drills a hole in the pipe wall of the existing water pipe 1.

ホールソー40の第2穿孔領域(平面視での第2穿孔面積)H2は、図13に示すように、既設水道管1の中心平面Yよりも管横断方向の他方側(図13では上側)に越え、且つ、既設水道管1の管横断方向の一側端の管周面における管軸芯X方向での第2穿孔開口幅W2が弁挿入設定幅となる領域に設定されている。また、第1穿孔中心位置P1でのホールソー40の第1回転切削軌跡(第1穿孔内周面)R1と第2穿孔中心位置P2でのホールソー40の第2回転切削軌跡(第2穿孔内周面)R2とが交差する二つの交差点間における管軸芯X方向での穿孔中央幅W3が、既設水道管1の管横断方向両側端の第1穿孔開口幅W1及び第2穿孔開口幅W2と同一又は略同一に設定されている。 As shown in FIG. 13, the second drilling area (second drilling area in plan view) H2 of the hole saw 40 is set to an area that exceeds the center plane Y of the existing water pipe 1 on the other side in the pipe cross direction (upper side in FIG. 13) and the second drilling opening width W2 in the pipe axis center X direction on the pipe circumferential surface of one end of the existing water pipe 1 in the pipe cross direction is set to the valve insertion set width. In addition, the drilling center width W3 in the pipe axis center X direction between two intersections where the first rotary cutting trajectory (first drilling inner circumferential surface) R1 of the hole saw 40 at the first drilling center position P1 and the second rotary cutting trajectory (second drilling inner circumferential surface) R2 of the hole saw 40 at the second drilling center position P2 intersect is set to be the same or approximately the same as the first drilling opening width W1 and the second drilling opening width W2 at both ends of the existing water pipe 1 in the pipe cross direction.

上述のように、本実施形態では、既設水道管1の半径よりも大で、且つ、既設水道管1の外径よりも小なる刃径(刃先径)D1のホールソー40を用いて、管切断工程を、既設水道管1の管軸芯Xを通る鉛直方向の中心平面Yに対して管横断方向の一側方に偏位した第1穿孔中心位置P1での第1管切断工程と、既設水道管1の管軸芯Xを通る鉛直方向の中心平面Yに対して管横断方向の他側方に偏位した第2穿孔中心位置P2での第2管切断工程との2回の穿孔作業を実行する。 As described above, in this embodiment, a hole saw 40 with a blade diameter (tip diameter) D1 that is larger than the radius of the existing water pipe 1 and smaller than the outer diameter of the existing water pipe 1 is used to perform two pipe cutting steps: a first pipe cutting step at a first drilling center position P1 that is offset to one side in the pipe transverse direction with respect to a vertical center plane Y that passes through the pipe axis center X of the existing water pipe 1, and a second pipe cutting step at a second drilling center position P2 that is offset to the other side in the pipe transverse direction with respect to a vertical center plane Y that passes through the pipe axis center X of the existing water pipe 1.

第1管切断工程では、中心平面Yに対して管横断方向の一側方に偏位した第1穿孔中心位置P1でのホールソー40の切削回転により、ホールソー40の第1穿孔領域(平面視での第1穿孔面積)が中心平面Yよりも管横断方向の他方側に越え、且つ、既設水道管1の管横断方向の一側端の管周面における管軸芯X方向での第1穿孔開口幅W1が弁挿入設定幅となる状態で、既設水道管1を切断することができる。
次の第2管切断工程では、中心平面Yに対して管横断方向の他側方に偏位した第2穿孔中心位置P2でのホールソー40の切削回転により、ホールソー40の第2穿孔領域(平面視での第2穿孔面積)H2が既設水道管1の中心平面Yよりも管横断方向の一方側に越え、第1管切断工程で形成された穿孔に管横断方向で連通する。さらに、既設水道管1の管横断方向の他側端の管周面における管軸芯X方向での第2穿孔開口幅W2が弁挿入設定幅となる状態で、既設水道管1を切断分離することができる。
In the first pipe cutting process, the cutting rotation of the hole saw 40 at a first drilling center position P1 that is offset to one side in the pipe transverse direction relative to the central plane Y causes the first drilling area (first drilling area in a plan view) of the hole saw 40 to extend beyond the central plane Y to the other side in the pipe transverse direction, and the first drilling opening width W1 in the pipe axis center X direction at the pipe circumferential surface at one end of the existing water pipe 1 in the pipe transverse direction becomes the valve insertion set width, thereby cutting the existing water pipe 1.
In the next second pipe cutting step, the hole saw 40 rotates at a second drilling center position P2 offset to the other side in the pipe cross direction with respect to the center plane Y, causing a second drilling area H2 of the hole saw 40 (a second drilling area in a plan view) to extend beyond the center plane Y of the existing water pipe 1 to one side in the pipe cross direction and communicate with the drilling formed in the first pipe cutting step in the pipe cross direction. Furthermore, the existing water pipe 1 can be cut and separated in a state in which a second drilling opening width W2 in the pipe axis center X direction on the pipe circumferential surface at the other end of the existing water pipe 1 in the pipe cross direction becomes the valve insertion set width.

これにより、既設水道管1の外径よりも大きな刃径のホールソー40を用いた1回の穿孔作業と比較して、既設水道管1の切断面積が小さく、且つ、ホールソー40の切断時の駆動トルクも小さくなるため、穿孔機材の小型化、軽量化を図ることができる。
また、既設水道管1の半径よりも小さな刃径のホールソー40を用いた3回の穿孔作業と比較して、切断工程を能率良く、且つ、施工不良を抑制した状態で実行することができる。
しかも、既設水道管1の半径よりも大きな刃径D1のホールソー40を用いるので、既設水道管1の管横断方向両側端の第1穿孔開口幅W1及び第2穿孔開口幅W2を、弁体24を備えた内弁箱23の管軸芯X方向での挿入幅に対応した任意の弁挿入設定幅に設定することができる。これにより、既設水道管1の半径よりも小さな刃径のホールソー40を用いた3回の穿孔作業と比較して、弁挿入設定幅の設定範囲の拡大を図ることができる。
As a result, compared to a single drilling operation using a hole saw 40 with a blade diameter larger than the outer diameter of the existing water pipe 1, the cutting area of the existing water pipe 1 is smaller and the driving torque of the hole saw 40 during cutting is also smaller, making it possible to make the drilling equipment smaller and lighter.
Furthermore, compared to three drilling operations using a hole saw 40 with a blade diameter smaller than the radius of the existing water pipe 1, the cutting process can be carried out more efficiently and with fewer construction defects.
Moreover, since the hole saw 40 having a blade diameter D1 larger than the radius of the existing water pipe 1 is used, the first drilling opening width W1 and the second drilling opening width W2 at both ends in the pipe transverse direction of the existing water pipe 1 can be set to any valve insertion setting width corresponding to the insertion width in the pipe axis center X direction of the inner valve case 23 equipped with the valve body 24. This makes it possible to expand the setting range of the valve insertion setting width compared to three drilling operations using the hole saw 40 having a blade diameter smaller than the radius of the existing water pipe 1.

さらに、第1穿孔中心位置P1及び第2穿孔中心位置P2でのホールソー40の回転軌跡の交差点間における管軸芯X方向での穿孔中央幅W3が、例えば、既設水道管1の管横断方向両側端の第1穿孔開口幅W1及び第2穿孔開口幅W2よりも大に設定されている場合と比較して、既設水道管1の切断面積が小さく、且つ、ホールソー40の切断時の駆動トルクも小さくなるため、穿孔機材の小型化、軽量化を図ることができる。 Furthermore, compared to a case where the drilling center width W3 in the pipe axis X direction between the intersections of the rotation trajectories of the hole saw 40 at the first drilling center position P1 and the second drilling center position P2 is set to be larger than, for example, the first drilling opening width W1 and the second drilling opening width W2 at both ends of the existing water pipe 1 in the pipe transverse direction, the cutting area of the existing water pipe 1 is smaller and the driving torque during cutting by the hole saw 40 is also smaller, making it possible to reduce the size and weight of the drilling equipment.

尚、第1管切断工程及び第2管切断工程では、ホールソー40の切削回転に伴って発生した切粉(切削屑)を外部に排出する切粉排出作業工程が実行される。 In addition, during the first and second tube cutting processes, a chip discharge process is carried out to discharge chips (cutting debris) generated by the cutting rotation of the hole saw 40 to the outside.

[4]切断装置撤去工程
図12に示すように、第2穿孔中心位置P2で穿孔するホールソー40が穿孔終了位置にまで送り込まれたとき、既設水道管1から切断分離された他側方の切片1Aはホールソー40内に入り込んだ状態にある。この状態では既設水道管1の外径より大きなホールソーで切断する場合と比べると、既設水道管1内の流路横断面積の約半分を確保している。そのため、1回目の穿孔作業時と同様に、既設水道管1内の水の流れを阻害しにくい。
ホールソー40内の切片1Aの上側管壁部は、センタードリル45の二箇所の係止体46で係止保持されている。そのため、穿孔終了位置にあるホールソー40を、切片1Aと一緒に位置変更アタッチメント6及び穿孔作業ケース41内の収納空間43に確実に引き上げることができる。
[4] Cutting device removal process As shown in Figure 12, when the hole saw 40 drilling at the second drilling center position P2 is sent to the drilling end position, the other side piece 1A cut and separated from the existing water pipe 1 is in a state where it is inserted into the hole saw 40. In this state, compared to cutting with a hole saw larger than the outer diameter of the existing water pipe 1, about half of the cross-sectional area of the flow path in the existing water pipe 1 is secured. Therefore, as with the first drilling operation, the water flow in the existing water pipe 1 is less likely to be obstructed.
The upper pipe wall of the section 1A in the hole saw 40 is locked and held by two locking bodies 46 of the center drill 45. Therefore, the hole saw 40 at the end of the drilling position can be reliably pulled up together with the section 1A into the position changing attachment 6 and the storage space 43 in the drilling case 41.

ホールソー40が収納空間43内の所定収納位置に復帰したとき、作業用開閉弁3の作業弁体3Dを閉弁操作する。その後、作業弁ケース3Aの上側フランジ3Cと位置変更アタッチメント6の下側フランジ61Aとのボルト・ナット63による締結を解除する。締結解除された位置変更アタッチメント6と穿孔作業ケース41と切断装置4とが一体的に組付けられている穿孔機材を作業用開閉弁3から撤去する。 When the hole saw 40 has returned to its designated storage position within the storage space 43, the work valve body 3D of the work opening/closing valve 3 is closed. After that, the upper flange 3C of the work valve case 3A and the lower flange 61A of the position changing attachment 6 are released from the bolts and nuts 63. The released position changing attachment 6, the drilling equipment in which the drilling work case 41 and the cutting device 4 are assembled together are removed from the work opening/closing valve 3.

[5]弁体装着工程
作業用開閉弁3に、図示は省略するが、内弁箱23を収納可能な作業ハウジング及び作業ハウジング内の内弁箱23を昇降自在に支持する昇降機構を備えた弁挿入機を取付ける。その後、作業用開閉弁3の作業弁体3Dを開弁操作し、弁挿入機の昇降機構を駆動して内弁箱23を下方に送り込む。内弁箱23は、図14に示すように、弁箱20の弁体装着部21の弁体挿入口22を通して既設水道管1の切断端面1aに触れない状態で所定の弁体装着位置まで挿入される。
この時、弁体装着部21の弁箱フランジ21Aには、内弁箱23の弁蓋部23Bに形成されているボルト挿通孔23bに上下方向で相対向するネジ孔21aが形成されている。この弁箱フランジ21Aのネジ孔21aに、弁蓋部23Bのボルト挿通孔23bに下方から係入して、内弁箱23の挿入位置を確定する挿入ガイドボルト33が脱着自在に螺合されている。
弁箱20の弁体装着部21の弁箱フランジ21Aと内弁箱23の弁蓋部23Bとの締結は、弁蓋部23Bのボルト挿通孔23bに対して上方から差し入れた締結ボルト(図示省略)を弁箱フランジ21Aのネジ孔21aに螺合することにより実行される。
尚、管切断工程では、弁箱フランジ21Aのネジ孔21aに止水ボルト34が脱着自在に装着される。
[5] Valve body installation process Although not shown, a valve insertion machine equipped with a working housing capable of storing the inner valve case 23 and a lifting mechanism for supporting the inner valve case 23 in the working housing so that it can be raised and lowered is attached to the work on-off valve 3. After that, the working valve body 3D of the work on-off valve 3 is opened, and the lifting mechanism of the valve insertion machine is driven to send the inner valve case 23 downward. As shown in FIG. 14, the inner valve case 23 is inserted to a predetermined valve body installation position through the valve body insertion port 22 of the valve body installation part 21 of the valve body 20 without touching the cut end surface 1a of the existing water pipe 1.
At this time, a screw hole 21a is formed in the valve box flange 21A of the valve body attachment portion 21, which is opposed in the vertical direction to the bolt insertion hole 23b formed in the valve cover portion 23B of the inner valve box 23. An insertion guide bolt 33 that engages with the bolt insertion hole 23b of the valve cover portion 23B from below and determines the insertion position of the inner valve box 23 is detachably screwed into the screw hole 21a of this valve box flange 21A.
The fastening between the valve box flange 21A of the valve body mounting portion 21 of the valve box 20 and the valve lid portion 23B of the inner valve box 23 is carried out by inserting a fastening bolt (not shown) from above into the bolt insertion hole 23b of the valve lid portion 23B and screwing it into the screw hole 21a of the valve box flange 21A.
In the pipe cutting process, the water stop bolt 34 is detachably attached to the screw hole 21a of the valve body flange 21A.

そして、図14、図15に示すように、弁箱20の弁体装着部21の弁箱フランジ21Aと内弁箱23の弁蓋部23Bとの締結が完了すると、弁体装着部21の弁箱フランジ21Aから作業弁アタッチメント5及び作業用開閉弁3を撤去する。 Then, as shown in Figures 14 and 15, when the fastening between the valve box flange 21A of the valve body mounting portion 21 of the valve box 20 and the valve cover portion 23B of the inner valve box 23 is completed, the working valve attachment 5 and the working on-off valve 3 are removed from the valve box flange 21A of the valve body mounting portion 21.

次に、本実施形態の第1実施例を、図13に基づいて説明する。
この第1実施例では、既設水道管1の一例である鋳鉄管の口径DがΦ600(外径630.8mm)、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2が300mm、穿孔中央幅W3が300mmとする。
そして、第1管切断工程と第2管切断工程との2回の穿孔作業の場合は、ホールソー40の刃径D1は440mmとなる。
既設水道管1の管横断方向両側端における第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D1を分子とする比率が440/300≒1.47となる。
この第1実施例では、既設水道管1の半径よりも大きな刃径D1のホールソー40を用いた2回の穿孔作業において、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D1を分子とする比率が1.1~1.5の範囲内にあるので、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2の設定範囲の拡大を図りながら、穿孔機材の小型化、軽量化を図ることができる。
しかし、1回の穿孔作業の場合は、図13に示すように、ホールソー40の刃径D2は700mmとなる。
既設水道管1の管横断方向両側端における第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D2を分子とする比率が700/300≒2.33となる。
また、図13の斜線で示すように、2回の穿孔作業の方が1回の穿孔作業よりも既設水道管1の切断面積が小さなり、ホールソー40の切断時の駆動トルクも小さくなる。
Next, a first example of this embodiment will be described with reference to FIG.
In this first embodiment, the diameter D of a cast iron pipe, which is an example of an existing water pipe 1, is Φ600 (outer diameter 630.8 mm), the first and second drilling opening widths (valve insertion setting widths) W1 and W2 are 300 mm, and the drilling center width W3 is 300 mm.
In the case of two drilling operations, the first tube cutting step and the second tube cutting step, the blade diameter D1 of the hole saw 40 is 440 mm.
The ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 at both ends of the existing water pipe 1 in the pipe cross direction to the blade diameter D1 of the hole saw 40 as the numerator is 440/300 ≒ 1.47.
In this first embodiment, in two drilling operations using a hole saw 40 with a blade diameter D1 larger than the radius of the existing water pipe 1, the ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 as the denominator to the blade diameter D1 of the hole saw 40 as the numerator is within the range of 1.1 to 1.5, so that it is possible to reduce the size and weight of the drilling equipment while expanding the setting range of the first and second drilling opening widths (valve insertion setting widths) W1, W2.
However, in the case of a single drilling operation, the blade diameter D2 of the hole saw 40 is 700 mm, as shown in FIG.
The ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 at both ends of the existing water pipe 1 in the pipe cross direction to the blade diameter D2 of the hole saw 40 as the numerator is 700/300 ≈ 2.33.
Furthermore, as shown by the diagonal lines in FIG. 13, the cutting area of the existing water pipe 1 is smaller in two drilling operations than in one drilling operation, and the driving torque of the hole saw 40 during cutting is also smaller.

次に、本実施形態の第2実施例を、図17(a)に基づいて説明する。
この第2実施例では、既設水道管1の一例である鋳鉄管の口径DがΦ1500(外径1554mm)、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2が700mm、穿孔中央幅W3が700mmとする。
そして、第1管切断工程と第2管切断工程との2回の穿孔作業の場合は、ホールソー40の刃径D1は1050mmとなる。
既設水道管1の管横断方向両側端における第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D1を分子とする比率が1050/700=1.5となる。
この第2実施例では、既設水道管1の半径よりも大きな刃径D1のホールソー40を用いた2回の穿孔作業において、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D1を分子とする比率が1.1~1.5の範囲内にあるので、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2の設定範囲の拡大を図りながら、穿孔機材の小型化、軽量化を図ることができる。
しかし、1回の穿孔作業の場合は、図17(a)に示すように、ホールソー40の刃径D2は1710mmとなる。
既設水道管1の管横断方向両側端における第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D2を分子とする比率が1710/700≒2.44となる。
また、図17(a)の斜線で示すように、2回の穿孔作業の方が1回の穿孔作業よりも既設水道管1の切断面積が小さなり、ホールソー40の切断時の駆動トルクも小さくなる。
Next, a second embodiment of the present invention will be described with reference to FIG.
In this second embodiment, the diameter D of a cast iron pipe, which is an example of an existing water pipe 1, is Φ1500 (outer diameter 1554 mm), the first and second drilling opening widths (valve insertion setting widths) W1 and W2 are 700 mm, and the drilling center width W3 is 700 mm.
In the case of two drilling operations, the first tube cutting step and the second tube cutting step, the blade diameter D1 of the hole saw 40 is 1050 mm.
The ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 at both ends of the existing water pipe 1 in the pipe cross direction to the blade diameter D1 of the hole saw 40 as the numerator is 1050/700 = 1.5.
In this second embodiment, in two drilling operations using a hole saw 40 with a blade diameter D1 larger than the radius of the existing water pipe 1, the ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 as the denominator to the blade diameter D1 of the hole saw 40 as the numerator is within the range of 1.1 to 1.5, so that it is possible to reduce the size and weight of the drilling equipment while expanding the setting range of the first and second drilling opening widths (valve insertion setting widths) W1, W2.
However, in the case of a single drilling operation, the blade diameter D2 of the hole saw 40 is 1710 mm, as shown in FIG. 17(a).
The ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 at both ends of the existing water pipe 1 in the pipe cross direction to the blade diameter D2 of the hole saw 40 as the numerator is 1710/700 ≈ 2.44.
Furthermore, as shown by the diagonal lines in FIG. 17A, the cutting area of the existing water pipe 1 is smaller in two drilling operations than in one drilling operation, and the driving torque of the hole saw 40 during cutting is also smaller.

次に、本実施形態の第3実施例を、図17(b)に基づいて説明する。
この第3実施例では、既設水道管1の一例である鋳鉄管の口径DがΦ1500(外径1554mm)、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2が1000mm、穿孔中央幅W3が1000mmとする。
そして、第1管切断工程と第2管切断工程との2回の穿孔作業の場合は、ホールソー40の刃径D1は1280mmとなる。
既設水道管1の管横断方向両側端における第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D1を分子とする比率が1280/1000=1.28となる。
この第3実施例では、既設水道管1の半径よりも大きな刃径D1のホールソー40を用いた2回の穿孔作業において、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D1を分子とする比率が1.1~1.5の範囲内にあるので、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2の設定範囲の拡大を図りながら、穿孔機材の小型化、軽量化を図ることができる。
しかし、1回の穿孔作業の場合は、図17(b)に示すように、ホールソー40の刃径D2は1860mmとなる。
既設水道管1の管横断方向両側端における第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D2を分子とする比率が1860/1000=1.86となる。
また、図17(b)の斜線で示すように、2回の穿孔作業の方が1回の穿孔作業よりも既設水道管1の切断面積が小さなり、ホールソー40の切断時の駆動トルクも小さくなる。
Next, a third embodiment of this invention will be described with reference to FIG.
In this third embodiment, the diameter D of a cast iron pipe, which is an example of an existing water pipe 1, is Φ1500 (outer diameter 1554 mm), the first and second drilling opening widths (valve insertion setting widths) W1 and W2 are 1000 mm, and the drilling center width W3 is 1000 mm.
In the case of two drilling operations, the first tube cutting step and the second tube cutting step, the blade diameter D1 of the hole saw 40 is 1280 mm.
The ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 at both ends of the existing water pipe 1 in the pipe cross direction to the blade diameter D1 of the hole saw 40 as the numerator is 1280/1000 = 1.28.
In this third embodiment, in two drilling operations using a hole saw 40 with a blade diameter D1 larger than the radius of the existing water pipe 1, the ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 as the denominator to the blade diameter D1 of the hole saw 40 as the numerator is within the range of 1.1 to 1.5, so that it is possible to reduce the size and weight of the drilling equipment while expanding the setting range of the first and second drilling opening widths (valve insertion setting widths) W1, W2.
However, in the case of a single drilling operation, the blade diameter D2 of the hole saw 40 is 1860 mm, as shown in FIG. 17(b).
The ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 at both ends of the existing water pipe 1 in the pipe cross direction to the blade diameter D2 of the hole saw 40 as the numerator is 1860/1000 = 1.86.
Furthermore, as shown by the diagonal lines in FIG. 17B, the cutting area of the existing water pipe 1 is smaller in two drilling operations than in one drilling operation, and the driving torque of the hole saw 40 during cutting is also smaller.

次に、本実施形態の第4実施例を、図17(c)に基づいて説明する。
この第4実施例では、既設水道管1の一例である鋳鉄管の口径DがΦ1500(外径1554mm)、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2が1300mm、穿孔中央幅W3が1300mmとする。
そして、第1管切断工程と第2管切断工程との2回の穿孔作業の場合は、ホールソー40の刃径D1は1520mmとなる。
既設水道管1の管横断方向両側端における第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D1を分子とする比率が1520/1300≒1.17となる。
この第4実施例では、既設水道管1の半径よりも大きな刃径D1のホールソー40を用いた2回の穿孔作業において、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D1を分子とする比率が1.1~1.5の範囲内にあるので、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2の設定範囲の拡大を図りながら、穿孔機材の小型化、軽量化を図ることができる。
しかし、1回の穿孔作業の場合は、図17(c)に示すように、ホールソー40の刃径D2は2030mmとなる。
既設水道管1の管横断方向両側端における第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D2を分子とする比率が2030/1300=1.56となる。
また、図17(c)の斜線で示すように、2回の穿孔作業の方が1回の穿孔作業よりも既設水道管1の切断面積が小さなり、ホールソー40の切断時の駆動トルクも小さくなる。
Next, a fourth embodiment of the present invention will be described with reference to FIG.
In this fourth embodiment, the diameter D of a cast iron pipe, which is an example of an existing water pipe 1, is Φ1500 (outer diameter 1554 mm), the first and second drilling opening widths (valve insertion setting widths) W1 and W2 are 1300 mm, and the drilling center width W3 is 1300 mm.
In the case of two drilling operations, the first tube cutting step and the second tube cutting step, the blade diameter D1 of the hole saw 40 is 1520 mm.
The ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 at both ends of the existing water pipe 1 in the pipe cross direction to the blade diameter D1 of the hole saw 40 as the numerator is 1520/1300 ≒ 1.17.
In this fourth embodiment, in two drilling operations using a hole saw 40 with a blade diameter D1 larger than the radius of the existing water pipe 1, the ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 as the denominator to the blade diameter D1 of the hole saw 40 as the numerator is within the range of 1.1 to 1.5, so that it is possible to reduce the size and weight of the drilling equipment while expanding the setting range of the first and second drilling opening widths (valve insertion setting widths) W1, W2.
However, in the case of a single drilling operation, the blade diameter D2 of the hole saw 40 is 2030 mm, as shown in FIG. 17(c).
The ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 at both ends of the existing water pipe 1 in the pipe cross direction to the blade diameter D2 of the hole saw 40 as the numerator is 2030/1300 = 1.56.
Furthermore, as shown by the diagonal lines in FIG. 17C, the cutting area of the existing water pipe 1 is smaller in two drilling operations than in one drilling operation, and the driving torque of the hole saw 40 during cutting is also smaller.

次に、本実施形態の第5実施例を、図18に基づいて説明する。
この第5実施例では、既設水道管1の一例である鋳鉄管の口径DがΦ2000(外径2061mm)、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2が1400mm、穿孔中央幅W3が1400mmとする。
そして、第1管切断工程と第2管切断工程との2回の穿孔作業の場合は、ホールソー40の刃径D1は1740mmとなる。
既設水道管1の管横断方向両側端における第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D1を分子とする比率が1740/1400≒1.24となる。
この第5実施例では、既設水道管1の半径よりも大きな刃径D1のホールソー40を用いた2回の穿孔作業において、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D1を分子とする比率が1.1~1.5の範囲内にあるので、第1・第2穿孔開口幅(弁挿入設定幅)W1、W2の設定範囲の拡大を図りながら、穿孔機材の小型化、軽量化を図ることができる。
しかし、1回の穿孔作業の場合は、図18に示すように、ホールソー40の刃径D2は2500mmとなる。
既設水道管1の管横断方向両側端における第1・第2穿孔開口幅(弁挿入設定幅)W1、W2を分母とし、ホールソー40の刃径D2を分子とする比率が2500/1400≒1.78となる。
また、図18の斜線で示すように、2回の穿孔作業の方が1回の穿孔作業よりも既設水道管1の切断面積が小さなり、ホールソー40の切断時の駆動トルクも小さくなる。
Next, a fifth embodiment of the present invention will be described with reference to FIG.
In this fifth embodiment, the diameter D of a cast iron pipe, which is an example of an existing water pipe 1, is Φ2000 (outer diameter 2061 mm), the first and second drilling opening widths (valve insertion setting widths) W1 and W2 are 1400 mm, and the drilling center width W3 is 1400 mm.
In the case of two drilling operations, the first tube cutting step and the second tube cutting step, the blade diameter D1 of the hole saw 40 is 1740 mm.
The ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 at both ends of the existing water pipe 1 in the pipe cross direction to the blade diameter D1 of the hole saw 40 as the numerator is 1740/1400 ≒ 1.24.
In this fifth embodiment, in two drilling operations using a hole saw 40 with a blade diameter D1 larger than the radius of the existing water pipe 1, the ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 as the denominator to the blade diameter D1 of the hole saw 40 as the numerator is within the range of 1.1 to 1.5, so that it is possible to reduce the size and weight of the drilling equipment while expanding the setting range of the first and second drilling opening widths (valve insertion setting widths) W1, W2.
However, in the case of a single drilling operation, the blade diameter D2 of the hole saw 40 is 2500 mm, as shown in FIG.
The ratio of the first and second drilling opening widths (valve insertion setting widths) W1, W2 at both ends of the existing water pipe 1 in the pipe cross direction to the blade diameter D2 of the hole saw 40 as the numerator is 2500/1400 ≒ 1.78.
Furthermore, as shown by the diagonal lines in FIG. 18, the cutting area of the existing water pipe 1 is smaller in two drilling operations than in one drilling operation, and the driving torque of the hole saw 40 during cutting is also smaller.

〔別実施形態〕
(1)上述の実施形態では、弁の一例としてバタフライ弁2を用いたが、本発明の技術は、水道用ソフトシール仕切弁等の他の形態の弁の設置工法にも適用することができる。
[Another embodiment]
(1) In the above embodiment, a butterfly valve 2 is used as an example of a valve. However, the technology of the present invention can also be applied to installation methods for other types of valves, such as soft-seal gate valves for water supply.

(2)上述の実施形態では、ホールソー40の回転軸芯が第1穿孔中心位置P1に対応する第1取付け位置と、ホールソー40の回転軸芯が第2穿孔中心位置P2に対応する第2取付け位置に変更自在に構成するにあたって、作業用開閉弁3に対して位置変更アタッチメント6を180度反転して付け替える方法を採用した。しかしながら、この構成に限定されるものではない。例えば、作業用開閉弁3に対して位置変更アタッチメント6を管横断方向にスライド移動させて、第1取付け位置と第2取付け位置に選択的に変更可能に構成しても良い。 (2) In the above embodiment, in order to configure the hole saw 40 so that its rotation axis can be freely changed between a first mounting position corresponding to the first drilling center position P1 and a second mounting position corresponding to the second drilling center position P2, a method was adopted in which the position change attachment 6 is rotated 180 degrees relative to the work opening/closing valve 3 and replaced. However, this configuration is not limited to this. For example, the position change attachment 6 may be slid in the pipe transverse direction relative to the work opening/closing valve 3 to selectively change between the first mounting position and the second mounting position.

(3)上述の実施形態では、図4、図5に示すように、弁体装着部21の弁箱フランジ21Aに、弁蓋部23Bのフランジ接合面との間を密封する内側のOリング27と、作業弁アタッチメント5の第1フランジ5Aとの接合面間を密封する外側のOリング35を設けたが、この配置構成に限定されない。例えば、内側のOリング27を、内弁箱23の弁蓋部23Bのフランジ接合面に設けてもよい。また、外側のOリング35を、作業弁アタッチメント5の第1フランジ5Aのフランジ接合面に設けてもよい。 (3) In the above embodiment, as shown in Figures 4 and 5, an inner O-ring 27 is provided on the valve box flange 21A of the valve body mounting portion 21 to seal between the flange joint surface of the valve lid portion 23B, and an outer O-ring 35 is provided to seal between the joint surface of the valve lid portion 23B and the first flange 5A of the working valve attachment 5, but this arrangement is not limited. For example, the inner O-ring 27 may be provided on the flange joint surface of the valve lid portion 23B of the inner valve box 23. Also, the outer O-ring 35 may be provided on the flange joint surface of the first flange 5A of the working valve attachment 5.

1 既設管(既設水道管)
3 作業用開閉弁
4 切断装置
5 作業弁アタッチメント
5A 第1フランジ
5B 第2フランジ
6 位置変更アタッチメント
20 弁箱
21 弁体装着部
24 弁体
40 ホールソー
D1 刃径
P1 第1穿孔中心位置
P2 第2穿孔中心位置
W1 穿孔開口幅(第1穿孔開口幅)
W2 穿孔開口幅(第2穿孔開口幅)
W3 穿孔中央幅
H1 穿孔領域(1穿孔領域)
H2 穿孔領域(2穿孔領域)
X 管軸芯
Y 中心平面
1. Existing pipes (existing water pipes)
3 Work opening/closing valve 4 Cutting device 5 Work valve attachment 5A First flange 5B Second flange 6 Position change attachment 20 Valve box 21 Valve body mounting part 24 Valve body 40 Hole saw D1 Blade diameter P1 First drilling center position P2 Second drilling center position W1 Drilling opening width (first drilling opening width)
W2 Drilling opening width (second drilling opening width)
W3 Perforation center width H1 Perforation area (1 perforation area)
H2 perforation area (2 perforation area)
X Tube axis Y Center plane

Claims (6)

既設管の弁設置領域に弁箱を外装する弁箱外装工程と、前記弁箱側に、前記既設管の弁体挿入部位を切断分離するホールソーを有する切断装置を取付ける切断装置取付け工程と、前記ホールソーの切削回転により、不断流状態で前記既設管の弁体挿入部位を切断分離する管切断工程と、前記切断装置を前記弁箱側から撤去する切断装置撤去工程と、前記弁箱に弁体を装着する弁体装着工程と、を備えた既設管の弁設置工法であって、
前記切断装置取付け工程では、前記既設管の半径よりも大きな刃径の前記ホールソーを前記切断装置に装着し、
前記管切断工程は、前記既設管の管軸芯を通る中心平面に対して管横断方向の一側方に偏位した第1穿孔中心位置での前記ホールソーの切削回転により、前記ホールソーの穿孔領域が、前記中心平面よりも管横断方向の他方側に越え、且つ、前記既設管の管横断方向の一側端の管周面における管軸芯方向での穿孔開口幅が弁挿入設定幅となる状態で切断分離する第1管切断工程と、
前記既設管の管軸芯を通る前記中心平面に対して管横断方向の他側方に偏位した第2穿孔中心位置での前記ホールソーの切削回転により、前記ホールソーの穿孔領域が、前記既設管の前記中心平面よりも管横断方向の一方側に越え、且つ、前記既設管の管横断方向の他側端の管周面における管軸芯方向での穿孔開口幅が弁挿入設定幅となる状態で切断分離する第2管切断工程と、を備える既設管の弁設置工法。
A valve installation method for an existing pipe, comprising: a valve box exterior installation step of exteriorizing a valve box in a valve installation area of an existing pipe; a cutting device installation step of installing a cutting device having a hole saw for cutting and separating a valve body insertion portion of the existing pipe on the valve box side; a pipe cutting step of cutting and separating a valve body insertion portion of the existing pipe in an uninterrupted flow state by cutting rotation of the hole saw; a cutting device removal step of removing the cutting device from the valve box side; and a valve body installation step of installing a valve body on the valve box,
In the cutting device installation step, the hole saw having a blade diameter larger than the radius of the existing pipe is attached to the cutting device,
the pipe cutting step includes a first pipe cutting step in which the hole saw is rotated at a first drilling center position offset to one side in a pipe transverse direction with respect to a central plane passing through the pipe axis of the existing pipe to cut and separate the existing pipe in a state in which the drilling area of the hole saw extends beyond the central plane to the other side in the pipe transverse direction and a drilling opening width in the pipe axial direction on the pipe peripheral surface of one end of the existing pipe in the pipe transverse direction becomes a valve insertion set width;
and a second pipe cutting process, in which the hole saw is rotated at a second drilling center position that is offset to the other side in the pipe transverse direction with respect to the central plane passing through the pipe axis of the existing pipe, so that the drilling area of the hole saw extends beyond the central plane of the existing pipe to one side in the pipe transverse direction and the drilling opening width in the pipe axial direction on the pipe circumferential surface of the other end of the existing pipe in the pipe transverse direction becomes a valve insertion set width.
既設管の弁設置領域に弁箱を外装する弁箱外装工程と、前記弁箱側に、前記既設管の弁体挿入部位を切断分離するホールソーを有する切断装置を取付ける切断装置取付け工程と、前記ホールソーの切削回転により、不断流状態で前記既設管の弁体挿入部位を切断分離する管切断工程と、前記切断装置を前記弁箱側から撤去する切断装置撤去工程と、前記弁箱に弁体を装着する弁体装着工程と、を備えた既設管の弁設置工法であって、
前記切断装置取付け工程では、前記既設管の半径よりも大きな刃径の前記ホールソーを前記切断装置に装着し、
前記管切断工程は、前記既設管の管軸芯を通る中心平面に対して管横断方向の一側方に偏位した第1穿孔中心位置での前記ホールソーの切削回転により、前記ホールソーの穿孔領域が、前記中心平面よりも管横断方向の他方側に越え、且つ、前記既設管の管横断方向の一側端の管周面における管軸芯方向での穿孔開口幅が弁挿入設定幅となる状態で切断分離する第1管切断工程と、
前記既設管の管軸芯を通る前記中心平面に対して管横断方向の他側方に偏位した第2穿孔中心位置での前記ホールソーの切削回転により、前記ホールソーの穿孔領域が、前記既設管の前記中心平面よりも管横断方向の一方側に越え、且つ、前記既設管の管横断方向の他側端の管周面における管軸芯方向での穿孔開口幅が弁挿入設定幅となる状態で切断分離する第2管切断工程と、を備え、
前記切断装置取付け工程においては、前記弁箱の弁体装着部に接合した作業用開閉弁と前記切断装置との間に、前記作業用開閉弁に対して180度反転して付け替えることにより前記切断装置の取付け位置を管横断方向で変更可能な位置変更アタッチメントが脱着自在に設けられ、前記管切断工程において、前記作業用開閉弁に対して同一の前記位置変更アタッチメントを180度反転して付け替えることにより、前記切断装置を、前記ホールソーの回転軸芯が前記第1穿孔中心位置に対応する第1取付け位置と、前記ホールソーの回転軸芯が前記第2穿孔中心位置に対応する第2取付け位置に変更自在に構成されている既設管の弁設置工法。
A valve installation method for an existing pipe, comprising: a valve box exterior installation step of exteriorizing a valve box in a valve installation area of an existing pipe; a cutting device installation step of installing a cutting device having a hole saw for cutting and separating a valve body insertion portion of the existing pipe on the valve box side; a pipe cutting step of cutting and separating a valve body insertion portion of the existing pipe in an uninterrupted flow state by cutting rotation of the hole saw; a cutting device removal step of removing the cutting device from the valve box side; and a valve body installation step of installing a valve body on the valve box,
In the cutting device installation step, the hole saw having a blade diameter larger than the radius of the existing pipe is attached to the cutting device,
the pipe cutting step includes a first pipe cutting step in which the hole saw is rotated at a first drilling center position offset to one side in a pipe transverse direction with respect to a central plane passing through the pipe axis of the existing pipe to cut and separate the existing pipe in a state in which the drilling area of the hole saw extends beyond the central plane to the other side in the pipe transverse direction and a drilling opening width in the pipe axial direction on the pipe peripheral surface of one end of the existing pipe in the pipe transverse direction becomes a valve insertion set width;
a second pipe cutting process for cutting and separating the existing pipe in a state where a drilling area of the hole saw extends beyond the central plane of the existing pipe to one side in the pipe transverse direction and a drilling opening width in the pipe axial direction on the pipe peripheral surface of the other end of the existing pipe in the pipe transverse direction becomes a valve insertion set width by cutting and rotating the hole saw at a second drilling center position offset to the other side in the pipe transverse direction with respect to the central plane passing through the pipe axis of the existing pipe,
In the cutting device installation process, a position-changing attachment is detachably provided between the cutting device and a work opening/closing valve joined to the valve body mounting portion of the valve box, and the cutting device can be changed in the pipe transverse direction by rotating the attachment 180 degrees relative to the work opening/closing valve.In the pipe cutting process, the same position-changing attachment is rotated 180 degrees relative to the work opening/closing valve, so that the cutting device can be freely changed between a first attachment position in which the rotation axis of the hole saw corresponds to the first drilling center position, and a second attachment position in which the rotation axis of the hole saw corresponds to the second drilling center position.This is a valve installation method for existing pipes.
前記ホールソーの刃径は、前記既設管の半径よりも大で、且つ、前記既設管の外径よりも小に設定されている請求項1又は2記載の既設管の弁設置工法。 3. The method for installing a valve in an existing pipe according to claim 1, wherein the blade diameter of the hole saw is set to be larger than the radius of the existing pipe and smaller than the outer diameter of the existing pipe. 前記既設管の管横断方向両側端における前記穿孔開口幅である弁挿入設定幅を分母とし、前記ホールソーの刃径を分子とする比率が1.1~1.5に設定されている請求項1~3のいずれか1項に記載の既設管の弁設置工法。 The method for installing a valve in an existing pipe according to any one of claims 1 to 3, wherein a ratio of a valve insertion setting width, which is the drilling opening width at both ends of the existing pipe in the pipe cross direction, to a blade diameter of the hole saw as a numerator is set to 1.1 to 1.5. 前記第1穿孔中心位置での前記ホールソーの回転軌跡と前記第2穿孔中心位置での前記ホールソーの回転軌跡とが交差する二つの交差点間における管軸芯方向での穿孔中央幅が、前記既設管の管横断方向両側端の前記穿孔開口幅と同一又は略同一に設定されている請求項1~のいずれか1項に記載の既設管の弁設置工法。 5. A valve installation method for an existing pipe according to claim 1, wherein a central width of drilling in the pipe axial direction between two intersections where the rotational trajectory of the hole saw at the first drilling center position and the rotational trajectory of the hole saw at the second drilling center position intersect is set to be the same or approximately the same as the drilling opening width at both ends of the existing pipe in the pipe transverse direction. 前記切断装置取付け工程においては、前記弁箱の弁体装着部と前記切断装置側の作業用開閉弁との間に、前記弁体装着部にフランジ接合可能な形態の第1フランジと、前記作業用開閉弁にフランジ接合可能な形態の第2フランジとを備えた作業弁アタッチメントが設けられている請求項1~5のいずれか1項に記載の既設管の弁設置工法。 The method for installing a valve on an existing pipe according to any one of claims 1 to 5, wherein in the cutting device installation process, a work valve attachment is provided between the valve body attachment part of the valve box and the work on-off valve on the cutting device side, the work valve attachment having a first flange that can be flange-connected to the valve body attachment part and a second flange that can be flange-connected to the work on-off valve.
JP2021014479A 2021-02-01 2021-02-01 Valve installation method for existing pipes Active JP7611565B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2021014479A JP7611565B2 (en) 2021-02-01 2021-02-01 Valve installation method for existing pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2021014479A JP7611565B2 (en) 2021-02-01 2021-02-01 Valve installation method for existing pipes

Publications (2)

Publication Number Publication Date
JP2022117785A JP2022117785A (en) 2022-08-12
JP7611565B2 true JP7611565B2 (en) 2025-01-10

Family

ID=82750637

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2021014479A Active JP7611565B2 (en) 2021-02-01 2021-02-01 Valve installation method for existing pipes

Country Status (1)

Country Link
JP (1) JP7611565B2 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004286228A (en) 2004-07-01 2004-10-14 Waterworks Technology Development Organization Co Ltd Valve installation method for existing pipe and valve used for the method
JP2006132715A (en) 2004-11-08 2006-05-25 Waterworks Technology Development Organization Co Ltd Existing pipe valve installation equipment and valve body used therefor
JP2013137043A (en) 2011-12-28 2013-07-11 Cosmo Koki Co Ltd Fluid pipe drilling method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2825951B2 (en) * 1990-07-31 1998-11-18 大阪瓦斯株式会社 Piping construction method
EP1533560A1 (en) * 2003-11-19 2005-05-25 Uponor Innovation Ab Method of relining an underground pipe
CN106032866B (en) * 2015-03-18 2019-08-30 株式会社水道技术开发机构 The flow path locking device of continuous streaming

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004286228A (en) 2004-07-01 2004-10-14 Waterworks Technology Development Organization Co Ltd Valve installation method for existing pipe and valve used for the method
JP2006132715A (en) 2004-11-08 2006-05-25 Waterworks Technology Development Organization Co Ltd Existing pipe valve installation equipment and valve body used therefor
JP2013137043A (en) 2011-12-28 2013-07-11 Cosmo Koki Co Ltd Fluid pipe drilling method

Also Published As

Publication number Publication date
JP2022117785A (en) 2022-08-12

Similar Documents

Publication Publication Date Title
CN111279111B (en) Method for removing valve of fluid pipeline structure, fluid pipeline structure and valve device
TWI801865B (en) Setting method of flow restrictor and fluid control device with flow restrictor
JP7475274B2 (en) Method and device for installing a fluid control device
JP7627729B2 (en) Fluid Control Device
US5924436A (en) Connecting construction of branch pipe and connecting method thereof
JP4503036B2 (en) Fluid control valve connection structure of existing pipe and installation method of continuous water type fluid control valve
JP4086838B2 (en) Existing pipe valve installation equipment
JP7611565B2 (en) Valve installation method for existing pipes
JP6690923B2 (en) Method for drilling inclined existing pipe and casing used for the same
JP2004286228A (en) Valve installation method for existing pipe and valve used for the method
JP3964385B2 (en) Fedder device for installation method of continuous water type fluid control valve
JP2019210953A (en) Flow control device
JP2007309490A (en) Installation method of flow path switching valve for existing fluid pipe
JP5964574B2 (en) Work tool introduction method and fixture used at that time
JPWO2019188778A1 (en) Uninterrupted flow method and equipment
JP4664349B2 (en) Pipe drilling machine and pipe drilling method
JP6153432B2 (en) Static fluid device replacement method
JP5843389B2 (en) Mounting structure
JP5103148B2 (en) Branch pipe connection method and branch pipe connection device
JP2019070445A (en) Valve device
JP6942840B2 (en) Valve device
JP4086831B2 (en) Valve installation method for existing pipes
JP2013170641A (en) Fluid pipe branching device and method of branching fluid
JP4399421B2 (en) Non-water-based fluid control valve installation method
JP2026037051A (en) How to cut a fluid pipe

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20240117

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20240918

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20240918

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20241111

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20241204

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20241217

R150 Certificate of patent or registration of utility model

Ref document number: 7611565

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150