JP6463896B2 - Water supply pipe structure - Google Patents

Water supply pipe structure Download PDF

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JP6463896B2
JP6463896B2 JP2014045213A JP2014045213A JP6463896B2 JP 6463896 B2 JP6463896 B2 JP 6463896B2 JP 2014045213 A JP2014045213 A JP 2014045213A JP 2014045213 A JP2014045213 A JP 2014045213A JP 6463896 B2 JP6463896 B2 JP 6463896B2
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supply pipe
water
water supply
valve
meter
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JP2015169009A (en
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寺田 孝
孝 寺田
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Tabuchi Corp
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Description

本発明は、ボックス内に水道用メータを収容可能に構成されている給水管構造に関する。   The present invention relates to a water supply pipe structure configured to accommodate a water meter in a box.

かかる給水管構造においては、配水池から水道水を流すための本管が設けられ、その本管の上流側には、地震発生時に水道水の流れを遮断するための本管用遮断弁が設けられている(例えば特許文献1参照)。   In such a water supply pipe structure, a main pipe for flowing tap water from a distribution reservoir is provided, and a main shut-off valve for cutting off the flow of tap water in the event of an earthquake is provided upstream of the main pipe. (For example, refer to Patent Document 1).

また、本管用遮断弁よりも下流側の本管には、所定間隔を置いて複数の手動式の仕切弁が設けられている。そして、本管用遮断弁と仕切弁との間や水道水流れ方向で隣り合う2つの仕切弁間において、本管から需要者側へ給水を行うための給水管構造が設けられる。この給水管構造は、本管に分水栓を介して接続される一次側給水管と、一次側給水管の水道水の流出側端部に接続される止水栓及びこの止水栓の水道水の流出側端部に接続される自治体の管轄の末端にある水道用メータが収容可能なボックスと、水道用メータの水道水の流出側端部が接続される需要者の所有物である二次側給水管とを備えている。このように給水管構造を備えることによって、本管からの水道水を需要者へ供給することができる(例えば特許文献2参照)。   In addition, a plurality of manually operated gate valves are provided at a predetermined interval in the main pipe downstream of the main pipe shut-off valve. A water supply pipe structure for supplying water from the main pipe to the consumer side is provided between the main shutoff valve and the gate valve or between two gate valves adjacent in the tap water flow direction. The water supply pipe structure includes a primary side water supply pipe connected to the main pipe via a water faucet, a stop cock connected to an outlet side end of tap water of the primary side water supply pipe, and a water tap of the stop cock. A box that can accommodate a water meter at the end of the jurisdiction of the municipality connected to the water outflow end, and a customer's property to which the water outflow end of the water meter is connected It has a secondary water supply pipe. By providing the water supply pipe structure in this way, tap water from the main pipe can be supplied to consumers (see, for example, Patent Document 2).

特開2001−32953号公報JP 2001-32953 A 特開2008−248519号公報JP 2008-248519 A

そして、地震が発生すると、本管用遮断弁が閉じられ、本管から需要者への給水が停止して断水になる。そして、自治体の職員は、自治体管轄全域において断水をすばやく復旧するため、自治体が管轄する本管を優先して破損等がないか検査していく。具体的には、地震が沈静化した後、閉じられている本管用遮断弁の下流側に位置する仕切弁を手動により閉じる。この後、本管用遮断弁と仕切弁との間の本管に通水をして水圧検査を行う。その水圧検査の結果が合格であれば、続いて、前記仕切弁とこの仕切弁よりも下流側に位置する仕切弁を手動により閉じて、これら2つの仕切弁間の本管の水圧検査を行い、これを繰り返していく。   Then, when an earthquake occurs, the main shutoff valve is closed, and water supply from the main to the customer stops and the water is shut off. And the local government staff will inspect for damage etc. with priority given to the main which the local government has jurisdiction in order to quickly recover from the water outage throughout the entire jurisdiction. Specifically, after the earthquake has subsided, the gate valve located downstream of the closed main shutoff valve is manually closed. Thereafter, water is inspected by passing water through the main pipe between the main shut-off valve and the gate valve. If the result of the water pressure test is acceptable, the gate valve and the gate valve located downstream of the gate valve are manually closed, and a water pressure test of the main pipe between the two gate valves is performed. Repeat this.

しかしながら、閉じられている水圧検査の対象となる本管用遮断弁と仕切弁との間又は仕切弁と仕切弁との間の本管から分岐(接続)している給水管において、例えば需要者宅内の給水管(二次側給水管)の破損が生じている場合には、水圧検査で合格となる良好な検査結果が得られない。そればかりか、本管(自治体管轄)で破損しているのか、二次側給水管(需要者所有物)で破損しているのかを特定できない。   However, in a water supply pipe branched from (connected to) the main valve between the main shutoff valve and the gate valve to be subjected to the closed water pressure inspection or between the gate valve and the gate valve, If the water supply pipe (secondary water supply pipe) is damaged, a good test result that passes the water pressure test cannot be obtained. Not only that, it is not possible to determine whether it is damaged in the main (community jurisdiction) or in the secondary water supply pipe (customer's property).

そこで、ボックス内の止水栓の回転ハンドルを手動で回転させて止水栓を閉じることにより、本管及び本管から一次側給水管までの水圧検査を行うことができる。この水圧検査の結果が、合格である場合には、二次側給水管に破損があることが考えられる。また、前記本管から一次側給水管までの水圧検査が不合格であった場合には、少なくとも本管又は一次側給水管あるいはそれら両方の管に破損があることを特定できる。しかしながら、止水栓が設置されている各需要者宅まで移動して各止水栓を一つずつ閉じなければならず、その閉じる作業が非常に時間のかかる煩わしい作業で断水時間の長期化になり、改善の余地があった。   Therefore, the water pressure test from the main pipe and the main pipe to the primary water supply pipe can be performed by manually rotating the rotary handle of the water cock in the box and closing the water cock. If the result of this water pressure test is acceptable, the secondary water supply pipe may be damaged. Moreover, when the water pressure test | inspection from the said main pipe to a primary side water supply pipe is unsuccessful, it can identify that there is a break in at least a main pipe, a primary side water supply pipe, or both of them. However, it is necessary to move to each customer's home where the stop cock is installed and close each stop cock one by one, and the closing work is a time-consuming and troublesome work, and the water shut-off time is prolonged. There was room for improvement.

本発明は前述の状況に鑑み、解決しようとするところは、本管の復旧作業を効率よく行って断水をいち早く解消することができる給水管構造を提供するものである。   In view of the above-described situation, the present invention is to provide a water supply pipe structure capable of quickly eliminating a water cut by efficiently performing a main restoration operation.

本発明の給水管構造は、前述の課題解決のために、本管に接続される一次側給水管と、前記一次側給水管の水道水の流出側端部に接続される水道用メータの水道水の流出側端部に接続される二次側給水管と、前記一次側給水管と前記水道用メータとの間又は前記水道用メータと前記二次側給水管との間に配置され、地震検知器を収納し、地震により発生する所定の大きさの振動を前記地震検知器が検出することで作動して水道水の流れを遮断する給水管用遮断弁と、該給水管用遮断弁及び前記水道用メータを収容可能であり地中に埋設されるボックスと、を設け、前記給水管用遮断弁が、電動弁からなり、前記電動弁が、水道水の流れを遮断する弁体を備える弁箱部と、前記弁体に連結された弁軸を介して該弁体を前記弁箱部内で開閉操作させる駆動機構が収納され、かつ、前記地震検知器を備える駆動機構部とを備え、前記駆動機構部の厚み方向の寸法が左右幅方向の寸法よりも小さな寸法に構成され、前記駆動機構部の厚み方向が水道水の流れ方向に向き、左右幅方向が水道水の流れ方向と直交する方向に向くように、該駆動機構部を前記弁箱部の上方に配置していることを特徴としている。 In order to solve the above-described problems, the water supply pipe structure according to the present invention includes a primary side water supply pipe connected to the main pipe, and a water supply for a water meter connected to an outlet side end of tap water of the primary side water supply pipe. A secondary side water supply pipe connected to the water outflow side end, and arranged between the primary side water supply pipe and the water meter or between the water meter and the secondary side water pipe, A water supply pipe shut-off valve that houses a detector and operates when the seismic detector detects vibrations of a predetermined magnitude generated by an earthquake to shut off the flow of tap water, the water pipe shut-off valve, and the water tap A box that can accommodate a meter for use and is buried in the ground , wherein the shutoff valve for the water supply pipe is composed of a motorized valve, and the motorized valve includes a valve body that blocks the flow of tap water And opening and closing the valve body in the valve box part through a valve shaft connected to the valve body. And a drive mechanism portion including the earthquake detector, wherein the drive mechanism portion has a thickness direction dimension smaller than a left-right width direction dimension. The drive mechanism portion is arranged above the valve box portion so that the thickness direction is directed to the tap water flow direction and the lateral width direction is directed to a direction orthogonal to the tap water flow direction . .

本発明によれば、地震により所定の大きさの振動が発生すると、給水管用遮断弁が水道水の流れを遮断し、二次側給水管への水道水の供給が停止する。
この状態で、本管から一次側給水管へ通水して、本管から一次側給水管までの間の水圧検査を行うことができる。水圧検査の結果が合格であれば、本管及び一次側給水管が良好であることがわかる。また、水圧検査結果が不合格であれば、本管又は一次側給水管あるいはそれら両方が不良である(例えば破損している)ことがわかる。また、二次側給水管へ通水して水圧検査を行うことによって、二次側給水管の良否(例えば破損しているか否か)がわかる。
また上記のように、左右幅方向の寸法よりも小さな寸法に構成されている駆動機構部の厚み方向が水道水の流れ方向に向くように、駆動機構部を弁箱部の上方に配置しておけば、水道水の流れ方向における駆動機構部のスペースを小さく抑えることができ、給水管用遮断弁をボックス内に収容し易くなる。
According to the present invention, when a predetermined magnitude of vibration is generated by an earthquake, the water supply pipe shutoff valve shuts off the flow of tap water, and the supply of tap water to the secondary side water supply pipe is stopped.
In this state, water pressure can be inspected between the main pipe and the primary side water supply pipe by passing water from the main pipe to the primary side water supply pipe. If the result of the water pressure test is acceptable, it can be seen that the main pipe and the primary water supply pipe are good. Moreover, if a water pressure test result is unacceptable, it turns out that a main pipe or a primary side water supply pipe or both are defective (for example, are damaged). Moreover, the quality (for example, whether it is damaged) of a secondary side water supply pipe | tube is known by letting water flow to a secondary side water supply pipe | tube and performing a water pressure test | inspection.
Further, as described above, the drive mechanism portion is arranged above the valve box portion so that the thickness direction of the drive mechanism portion configured to be smaller than the left-right width direction is directed to the tap water flow direction. If this is done, the space of the drive mechanism in the direction of tap water flow can be kept small, and the water supply pipe shutoff valve can be easily accommodated in the box.

又、本発明の給水管構造は、前記給水管用遮断弁を、その下面が前記水道用メータの下面よりも上方に位置するように配置していてもよい。   In the water supply pipe structure of the present invention, the water supply pipe shutoff valve may be arranged such that the lower surface thereof is located above the lower surface of the water meter.

上記のように、給水管用遮断弁を、その下面が前記水道用メータの下面よりも上方に位置するように配置しておけば、給水管用遮断弁を取り付ける際に、給水管用遮断弁の下面がボックスの底部の上面に当接することがなく、取り付け作業を確実に、かつ容易に行うことができる。   As described above, if the water supply pipe shut-off valve is arranged so that its lower surface is located above the lower face of the water meter, when the water pipe shut-off valve is installed, the lower surface of the water pipe shut-off valve The mounting operation can be performed reliably and easily without contacting the upper surface of the bottom of the box.

又、本発明の給水管構造は、前記一次側給水管と前記二次側給水管とが同軸高さ位置となるように配置されていてもよい。   Moreover, the water supply pipe structure of this invention may be arrange | positioned so that the said primary side water supply pipe and the said secondary side water supply pipe may become a coaxial height position.

上記のように、一次側給水管と二次側給水管とを同軸高さ位置となるように配置しておけば、一次側給水管と二次側給水管とを高さ方向で異なる位置に配置する場合に比べて、ボックス内での高さ方向における収容空間を小さくすることができ、高さ方向におけるボックスの小型化を図ることができる。   As described above, if the primary side water supply pipe and the secondary side water supply pipe are arranged at the coaxial height position, the primary side water supply pipe and the secondary side water supply pipe are placed at different positions in the height direction. Compared to the arrangement, the accommodation space in the height direction in the box can be reduced, and the box in the height direction can be reduced in size.

又、本発明の給水管構造は、前記一次側給水管と前記水道用メータとの間に水道水の流れを止めるための止水栓が配置され、前記水道用メータと前記二次側給水管との間に前記給水管用遮断弁が配置されていてもよい。   In the water supply pipe structure of the present invention, a stop cock for stopping the flow of tap water is arranged between the primary side water supply pipe and the water meter, and the water meter and the secondary side water supply pipe are arranged. The water supply pipe shutoff valve may be disposed between the two.

又、本発明の給水管構造は、前記給水管用遮断弁における水道水の流れ方向の寸法を200mm以内に設定していることが好ましい。   In the water supply pipe structure of the present invention, it is preferable that the dimension of the tap water flow direction in the water supply pipe shutoff valve is set within 200 mm.

上記のように、給水管用遮断弁における水道水の流れ方向の寸法を200mm以内に設定しておけば、既存の水道用メータを収容するボックス内に水道用メータと給水管用遮断弁の双方を収容することが可能になる。   As described above, if the dimension of the tap water flow direction in the water supply pipe shutoff valve is set within 200 mm, both the water meter and the water pipe shutoff valve are accommodated in the box containing the existing water meter. It becomes possible to do.

又、本発明の給水管構造は、前記駆動機構部の水道水の流れ方向における中心位置が、前記弁箱部に対して前記水道用メータ側にずれていてもよい。   Moreover, the water supply pipe structure of this invention WHEREIN: The center position in the flow direction of the tap water of the said drive mechanism part may have shifted | deviated to the said water meter side with respect to the said valve box part.

上記のように、駆動機構部の水道水の流れ方向における中心位置が、弁箱部に対して水道用メータ側にずれていれば、ボックスの端に位置する一次側給水管又は二次側給水管に給水管用遮断弁を接続する際に、ボックスの端から駆動機構部を少しでも遠ざけることができ、接続作業を容易に行うことができる。   As described above, if the center position of the drive mechanism in the tap water flow direction is shifted toward the water meter with respect to the valve box, the primary water supply pipe or the secondary water supply located at the end of the box When connecting the water supply pipe shutoff valve to the pipe, the drive mechanism can be moved away from the end of the box as much as possible, and the connection work can be easily performed.

本発明によれば、地震により所定の大きさの振動が発生すると、ボックス内に設けた給水管用遮断弁が閉じるので、自治体が管轄している配管の不良箇所を直ちに把握することができ、本管の復旧作業を効率よく行って断水をいち早く解消することができる給水管構造を提供することができる。また、水道用メータを収容可能なボックスに給水管用遮断弁を納めることで、新たな掘削が不要で、設置費用を安くできる利点がある。更にまた、給水管用遮断弁が水道用メータの直近にあることで、自治体が維持管理を容易に行え、需要者も遮断状況の確認を容易にできる利点もある。   According to the present invention, when vibration of a predetermined magnitude occurs due to an earthquake, the shutoff valve for the water supply pipe provided in the box is closed, so that the defective part of the piping under the jurisdiction of the local government can be immediately grasped. It is possible to provide a water supply pipe structure that can efficiently eliminate the water break by efficiently performing the pipe restoration work. Also, by placing the water supply pipe shut-off valve in a box that can accommodate a water meter, there is an advantage that new excavation is unnecessary and the installation cost can be reduced. Furthermore, since the shutoff valve for the water supply pipe is in the immediate vicinity of the water meter, there is an advantage that the local government can easily perform maintenance and management, and the consumer can easily check the shutoff status.

本発明の給水管構造が本管に接続されている概略平面図である。It is a schematic plan view in which the water supply pipe structure of the present invention is connected to the main pipe. 同給水管構造の平面図である。It is a top view of the same water supply pipe structure. 同給水管構造の縦断面図である。It is a longitudinal cross-sectional view of the same water supply pipe structure. 給水管用遮断弁の一部を断面にした側面図である。It is the side view which made a part of cut-off valve for water supply pipes into the section. 給水管用遮断弁を下流側から見た背面図である。It is the rear view which looked at the shutoff valve for water supply pipes from the downstream. 他の実施形態の給水管用遮断弁を上流側から見た概略正面図である。It is the schematic front view which looked at the cutoff valve for water supply pipes of other embodiment from the upstream. 他の実施形態の給水管用遮断弁を上流側から見た概略正面図である。It is the schematic front view which looked at the cutoff valve for water supply pipes of other embodiment from the upstream.

図1に、本発明の給水管構造を有する水道設備の概略平面図を示している。この水道設備は、図示していない配水池からの水道水を流すための本管1と、本管1の上流側に設けられた本管用遮断弁2と、本管用遮断弁2に対して下流側に設けられた手動式の仕切弁2Aと、本管用遮断弁2と仕切弁2Aとの間に分水栓(図示せず)を介して接続される多数(図3では4個)の給水管構造3とを備えている。給水管構造3へ供給される水道水は、需要者宅(戸建て住宅又は集合住宅等)Hが利用できる。図1では、1個の仕切弁2Aのみを示しているが、図1に示した仕切弁2Aよりも下流側の本管1にも仕切弁を設けてもよい。   In FIG. 1, the schematic plan view of the water supply equipment which has the water supply pipe structure of this invention is shown. The water supply system includes a main pipe 1 for flowing tap water from a distribution reservoir (not shown), a main shut-off valve 2 provided on the upstream side of the main pipe 1, and a main shut-off valve 2 downstream. A large number (four in FIG. 3) of water supply connected via a water faucet (not shown) between the manual gate valve 2A provided on the side and the main shutoff valve 2 and the gate valve 2A And a tube structure 3. The tap water supplied to the water supply pipe structure 3 can be used by a customer's house (such as a detached house or an apartment house) H. In FIG. 1, only one gate valve 2A is shown, but a gate valve may also be provided on the main pipe 1 downstream of the gate valve 2A shown in FIG.

給水管構造3は、図1〜図3に示すように、本管1に分水栓(図示せず)を介して接続される一次側給水管4と、収容空間を有するボックス5と、ボックス5内に収容される止水栓6と、給水管用遮断弁7と、給水管用遮断弁7の水道水の流出側端部に接続される二次側給水管8とを備えている。尚、図2では、図3の蓋9を取り外した状態を示している。   As shown in FIGS. 1 to 3, the water supply pipe structure 3 includes a primary side water supply pipe 4 connected to the main pipe 1 via a water faucet (not shown), a box 5 having an accommodation space, and a box 5 is provided with a stop cock 6, a water supply pipe shutoff valve 7, and a secondary water pipe 8 connected to the tap water outflow end of the water pipe shutoff valve 7. 2 shows a state in which the lid 9 of FIG. 3 is removed.

止水栓6と給水管用遮断弁7との間には、自治体の管轄の末端にある水道用メータMが配置される。水道用メータMに対して水道水の流入側となる一次側に止水栓6が配置され、水道用メータMに対して水道水の流出側となる二次側に給水管用遮断弁7が配置されている。従って、ボックス5の長手方向において、水道用メータMをほぼ中央部に配置することができ、ボックス5の蓋9(後述する)を開けて水道用メータMの検針やメンテナンスを行い易い利点がある。また、止水栓6と給水管用遮断弁7の高さが、水道用メータMの高さよりも高くなっていることから、止水栓6の回転ハンドル18の操作や給水管用遮断弁7の手動操作ハンドル27の操作がし易いという利点がある。また、水道用メータMには、メータの目盛り等を覆うべくヒンジにより開閉揺動可能な蓋(カバー)が取り付けられている。このことから、蓋(カバー)を開けた時のスペースが水道用メータMの上方に必要となるため、その上方のスペースも考慮して水道用メータMの高さをできるだけ低く設定することが好ましい。更にまた、給水管用遮断弁7を止水栓6よりも少し高くなるように設定することによって、後述の第2ケース26Kに備える電源供給機構のメンテナンス作業を行い易いだけでなく、地中に埋設されているボックス5内に水が溜まっている場合でも、高い位置にある電源供給機構に水が浸かることを回避し易い。   Between the stop cock 6 and the cutoff valve 7 for water supply pipes, a water meter M located at the end of the jurisdiction of the local government is arranged. A stop cock 6 is arranged on the primary side which is the inflow side of the tap water with respect to the water meter M, and a shutoff valve 7 for the water supply pipe is arranged on the secondary side which is the outflow side of the tap water with respect to the water meter M. Has been. Therefore, in the longitudinal direction of the box 5, the water meter M can be disposed substantially in the center, and the lid 9 (described later) of the box 5 can be opened to facilitate meter reading and maintenance of the water meter M. . Further, since the height of the water stop cock 6 and the water supply shutoff valve 7 is higher than the height of the water meter M, the operation of the rotary handle 18 of the water stopcock 6 and the manual operation of the water supply pipe shutoff valve 7 are performed. There is an advantage that the operation handle 27 is easily operated. Further, a lid (cover) that can be opened and closed by a hinge is attached to the water meter M so as to cover the scale of the meter. Therefore, since a space when the lid (cover) is opened is necessary above the water meter M, it is preferable to set the height of the water meter M as low as possible in consideration of the space above the water meter M. . Furthermore, by setting the water supply pipe shut-off valve 7 so as to be slightly higher than the stop cock 6, not only the maintenance work of the power supply mechanism provided in the second case 26K described later can be easily performed but also buried in the ground. Even when water is accumulated in the box 5, it is easy to avoid the water from being immersed in the power supply mechanism at a high position.

ボックス5は、上方が開放され、平面視において矩形状(図1では長方形)の底壁10と、底壁10の外周縁から上方に立ち上げられた側壁11とを備えている。側壁11は、4つの縦壁である前壁12、後壁13、左側壁14、右側壁15を備えている。前壁12が水道水の流れ方向上流側に位置し、後壁13が水道水の流れ方向下流側に位置している。また、図3に示すように、側壁11の上端に、上方開口11Aを閉じる蓋9を開閉可能に備えている。前壁12及び後壁13の内側には、水道水の流れ方向と直交する左右幅方向に沿って間隔を置いて水道用メータM側へ突出する複数の壁補強用の板状の縦リブ12A,13Aが形成されている。この縦リブ12A,13Aの水道用メータM側の端面12a,13aは、上方に向うほど水道用メータM側に位置する傾斜面に構成されている。   The box 5 has a bottom wall 10 that is open at the top and has a rectangular shape (rectangular in FIG. 1) in plan view, and a side wall 11 that rises upward from the outer peripheral edge of the bottom wall 10. The side wall 11 includes a front wall 12, a rear wall 13, a left side wall 14, and a right side wall 15 which are four vertical walls. The front wall 12 is located upstream of the tap water flow direction, and the rear wall 13 is located downstream of the tap water flow direction. Further, as shown in FIG. 3, a lid 9 for closing the upper opening 11A is provided at the upper end of the side wall 11 so as to be opened and closed. Inside the front wall 12 and the rear wall 13, a plurality of plate-like vertical ribs 12A for wall reinforcement projecting toward the water meter M side at intervals along the left-right width direction orthogonal to the flow direction of tap water. , 13A are formed. The end faces 12a, 13a on the water meter M side of the vertical ribs 12A, 13A are configured to be inclined surfaces that are located on the water meter M side as they go upward.

底壁10は、水道水の流れ方向上流側端部分と下流側端部分と略中央部分の3箇所に、他の部分よりも上面が低くなる第1凹部10A,第2凹部10B,第3凹部10Cを備えている。そして、3つの凹部10A,10B,10Cの厚みが同一の大きさに構成され、第1凹部10Aと第2凹部10Bとの間の前側平坦部10D及び第2凹部10Bと第3凹部10Cとの間の後側平坦部10Eの厚みが、3つの凹部10A,10B,10Cの厚みよりも厚く(具体的には凹部10A,10B,10Cの厚みの2倍以上に)構成されている。このように構成することによって、ボックス5の重量増大を抑制しながらも、強度が必要となる部分の強度アップを図ることができる。   The bottom wall 10 has a first recessed portion 10A, a second recessed portion 10B, and a third recessed portion whose upper surfaces are lower than the other portions at three locations of an upstream end portion, a downstream end portion, and a substantially central portion in the flow direction of tap water. 10C. And the thickness of three recessed part 10A, 10B, 10C is comprised by the same magnitude | size, and between the 1st recessed part 10A and the 2nd recessed part 10B, the front side flat part 10D and the 2nd recessed part 10B and the 3rd recessed part 10C The thickness of the rear flat portion 10E is larger than the thickness of the three concave portions 10A, 10B, 10C (specifically, more than twice the thickness of the concave portions 10A, 10B, 10C). By comprising in this way, the intensity | strength increase of the part where intensity | strength is required can be aimed at, suppressing the weight increase of the box 5. FIG.

前壁12の下端部における左右方向中央部に、本管1に接続される一次側給水管4を挿通可能な前側貫通孔16が形成されている。また、後壁13の下端部における左右方向中央部に、給水管用遮断弁7の流出側端が接続される二次側給水管8を挿通可能な後側貫通孔17が形成されている。   A front through-hole 16 through which the primary water supply pipe 4 connected to the main pipe 1 can be inserted is formed at the center in the left-right direction at the lower end of the front wall 12. In addition, a rear side through-hole 17 through which the secondary side water supply pipe 8 to which the outflow side end of the water supply pipe shut-off valve 7 is connected is formed at the central portion in the left-right direction at the lower end portion of the rear wall 13.

また、一次側給水管4と二次側給水管8とが同軸高さ位置となるように配置されている。このように配置することによって、一次側給水管4と二次側給水管8とが高さ方向で異なる位置に配置される場合に比べて、ボックス5内での高さ方向における収容空間を小さくすることができ、高さ方向におけるボックス5の小型化を図ることができる。更に、図3においては、一次側給水管4と水道用メータMと二次側給水管8とが同軸高さ位置となるように配置されており、一次側給水管4から水道用メータMを通って二次側給水管8へ流れる水道水に抵抗を与えることをできるだけ少なくできる利点もある。   Moreover, the primary side water supply pipe | tube 4 and the secondary side water supply pipe | tube 8 are arrange | positioned so that it may become a coaxial height position. By arranging in this way, the storage space in the height direction in the box 5 is made smaller than in the case where the primary side water supply pipe 4 and the secondary side water supply pipe 8 are arranged at different positions in the height direction. The box 5 can be downsized in the height direction. Further, in FIG. 3, the primary side water supply pipe 4, the water supply meter M and the secondary side water supply pipe 8 are arranged at the coaxial height position, and the water supply meter M is connected to the primary side water supply pipe 4. There is also an advantage that resistance to tap water flowing through to the secondary side water supply pipe 8 can be reduced as much as possible.

止水栓6は、内部に備える弁(図示せず)を手動で開閉操作する回転ハンドル18を備えている。回転ハンドル18を一方向に回転操作することにより一次側給水管4からの水道水が水道用メータM側へ流れることを阻止するように弁を閉じ操作できる。また、回転ハンドル18を他方向に回転操作することにより一次側給水管4からの水道水が水道用メータM側へ流れるように弁を開放操作できる。   The stop cock 6 includes a rotary handle 18 for manually opening and closing a valve (not shown) provided therein. By rotating the rotary handle 18 in one direction, the valve can be closed to prevent the tap water from the primary side water supply pipe 4 from flowing to the water meter M side. Further, by rotating the rotary handle 18 in the other direction, the valve can be opened so that the tap water from the primary side water supply pipe 4 flows to the water meter M side.

ボックス5の水道水の流れ方向上流側に配置される止水栓6と一次側給水管4とが継ぎ手19により接続されている。また、止水栓6は、下部に備えた台座20を介して底壁10の前側平坦部10Dに載置支持されている。この前側平坦部10Dは、前述したように、3つの凹部10A,10B,10Cの厚みよりも厚くなっているので、止水栓6の重量で変形することがなく、止水栓6を良好に支持することができる。また、水道用メータMの下面MAが厚みのある後側平坦部10Eに載置支持されているので、後側平坦部10Eが、水道用メータMの重量で変形することがなく、水道用メータMを良好に支持することができる。   A stop cock 6 disposed on the upstream side of the box 5 in the flow direction of tap water and the primary water supply pipe 4 are connected by a joint 19. Further, the stop cock 6 is placed and supported on the front flat portion 10D of the bottom wall 10 via a pedestal 20 provided at the lower part. As described above, the front flat portion 10D is thicker than the thickness of the three recesses 10A, 10B, and 10C. Therefore, the front flat portion 10D is not deformed by the weight of the stop cock 6, and the stop cock 6 is improved. Can be supported. Further, since the lower surface MA of the water meter M is placed and supported on the thick rear flat portion 10E, the rear flat portion 10E is not deformed by the weight of the water meter M, and the water meter M can be favorably supported.

水道用メータMの水道水の流れ方向上流側端が、止水栓6の水道水の流れ方向下流側端に備える伸縮継ぎ手21に接続されるとともに、水道用メータMの水道水の流れ方向下手側端が、給水管用遮断弁7の水道水の流れ方向上流側端に備える継ぎ手22に接続される。詳述すれば、水道用メータMの水道水流れ方向両端の外面には、螺子部が形成されており、上流側の一方の螺子部に伸縮継ぎ手21がねじ込まれて接続され、下流側の他方の螺子部に継ぎ手22がねじ込まれて接続される。   The upstream end of the water meter M in the flow direction of the tap water is connected to an expansion joint 21 provided at the downstream end of the tap water flow direction of the tap water 6, and the downstream end of the water meter M in the flow direction of the tap water. The side end is connected to the joint 22 provided at the upstream end in the tap water flow direction of the water supply pipe shutoff valve 7. More specifically, screw portions are formed on the outer surfaces of both ends of the tap water flow direction of the water meter M, and the expansion joint 21 is screwed into and connected to one of the upstream screw portions, and the other on the downstream side. The joint 22 is screwed into and connected to the screw portion.

また、給水管用遮断弁7と二次側給水管8とが二次側給水管8の上流側端に備えた継ぎ手23を介して接続されている。詳述すれば、給水管用遮断弁7の弁箱部24の水道水流れ方向下流側端部の外面には、螺子部が形成されており、この螺子部に二次側給水管8の継ぎ手23がねじ込まれて接続される。そして、水道用メータMの水道水流れ方向下流側の螺子部及び給水管用遮断弁7の弁箱部24の水道水流れ方向下流側端部の螺子部が、ボックス5の内部に位置していることから、一方の螺子部に継ぎ手23をねじ込んで接続した後、他方の螺子部に継ぎ手22をねじ込んで接続する作業がし易く、給水管用遮断弁7の取り付けを容易に行える利点がある。また、水道用メータMは、ボックス5の後側平坦部10Eに載置支持され、二次側給水管8は、上下方向に僅かに移動できるように浮いている状態であるため、給水管用遮断弁7の下流側端の継ぎ手23を二次側給水管8にねじ込んで接続してから、固定状態の水道用メータMの螺子部に位置合わせしながら、ねじ込んで接続することができ、給水管用遮断弁7の接続作業を迅速に行うことができる。   Further, the water supply pipe shutoff valve 7 and the secondary side water supply pipe 8 are connected via a joint 23 provided at the upstream end of the secondary side water supply pipe 8. More specifically, a screw portion is formed on the outer surface of the downstream end portion in the tap water flow direction of the valve box portion 24 of the water supply shutoff valve 7, and the joint 23 of the secondary side water supply pipe 8 is formed in this screw portion. Is screwed in and connected. Then, the screw portion on the downstream side in the tap water flow direction of the water meter M and the screw portion on the downstream side end portion in the tap water flow direction of the valve box portion 24 of the water supply pipe shutoff valve 7 are located inside the box 5. Therefore, after the joint 23 is screwed and connected to one screw part, the work of screwing and connecting the joint 22 to the other screw part is easy, and there is an advantage that the water supply pipe shutoff valve 7 can be easily attached. Further, the water meter M is placed and supported on the rear flat portion 10E of the box 5, and the secondary side water supply pipe 8 is in a floating state so as to be slightly movable in the vertical direction. After the joint 23 at the downstream end of the valve 7 is screwed into the secondary water supply pipe 8 and connected to the screw portion of the fixed water meter M, it can be screwed in and connected. The connection work of the shut-off valve 7 can be performed quickly.

給水管用遮断弁7は、図2〜図5に示すように、水道水の流れを遮断する弁体28を内装し、流路を形成する配管に相当する弁箱部24と、弁体28に連結された弁軸29を介して開放位置の弁体28を閉じ位置へ操作する駆動機構25が収納される駆動機構部30と、閉じ位置へ操作された弁体28を開放位置まで強制的に操作するための手動操作ハンドル27とを備えている。   As shown in FIGS. 2 to 5, the water supply pipe shutoff valve 7 includes a valve body 28 that shuts off the flow of tap water, and a valve box portion 24 corresponding to a pipe that forms a flow path, and a valve body 28. A drive mechanism unit 30 that houses a drive mechanism 25 that operates the valve body 28 in the open position to the closed position via the connected valve shaft 29, and the valve body 28 that has been operated to the closed position are forced to the open position. A manual operation handle 27 for operation is provided.

駆動機構25は、弁体28を操作する動力伝達機構(図示せず)と電源供給機構(図示せず)とを備えている。動力伝達機構は、弁体28を開放位置から閉じ位置へ操作する電動モータ(図示せず)と、電動モータに動力を伝達するギヤ機構(図示せず)とを備えている。電源供給機構は、地震により発生する所定の振動を検出する地震検知器(図示せず)と、地震検知器からの出力信号に基づいて電動モータへ電力の供給を行う電池等の電源部と、電動モータの駆動を制御する電子部品が実装された基板を有する制御部とを備えている。   The drive mechanism 25 includes a power transmission mechanism (not shown) for operating the valve body 28 and a power supply mechanism (not shown). The power transmission mechanism includes an electric motor (not shown) that operates the valve body 28 from the open position to the closed position, and a gear mechanism (not shown) that transmits power to the electric motor. The power supply mechanism includes an earthquake detector (not shown) that detects a predetermined vibration generated by the earthquake, a power supply unit such as a battery that supplies electric power to the electric motor based on an output signal from the earthquake detector, And a control unit having a substrate on which electronic components for controlling driving of the electric motor are mounted.

動力伝達機構のほとんどは、弁箱部24とは異なる直方体形状の第1ケース25Kに収納され、動力伝達機構の一部(動力を伝達するモータ)及び電源供給機構は、弁箱部24及び第1ケース25Kとは異なる直方体形状の第2ケース26Kに収納されている。これら第1ケース25Kと第2ケース26Kとから、駆動機構部30を構成している。電源供給機構は、水に弱い多数の電子部品を有しているため、図5に示すように、第2ケース26Kの内側に更に第3ケース31を備え、その第3ケース31内に電源供給機構を収納している。また、第2ケース26Kを第3ケース31ごと、第1ケース25Kにねじ込んで固定するためのネジ杆(図示せず)を第2ケース26K内に備えている。このネジ杆の上端が、第2ケース26Kの上端から上方へ突出している。そして、ネジ杆の突出端を覆う覆壁32を第2ケース26Kの上端に備えている。尚、覆壁32の上端の開口部には、開口部を閉じるための取り外し可能なキャップ33が嵌められている。   Most of the power transmission mechanism is housed in a first case 25K having a rectangular parallelepiped shape different from the valve box portion 24. A part of the power transmission mechanism (motor for transmitting power) and the power supply mechanism are the valve box portion 24 and the second case. It is housed in a rectangular parallelepiped second case 26K different from the one case 25K. The first case 25K and the second case 26K constitute the drive mechanism unit 30. Since the power supply mechanism has a large number of electronic components that are vulnerable to water, as shown in FIG. 5, a third case 31 is further provided inside the second case 26 </ b> K, and power is supplied into the third case 31. Contains the mechanism. Further, the second case 26K is provided with a screw rod (not shown) for screwing and fixing the second case 26K together with the third case 31 to the first case 25K. The upper end of the screw rod protrudes upward from the upper end of the second case 26K. And the cover wall 32 which covers the protrusion end of a screw rod is provided in the upper end of the 2nd case 26K. A removable cap 33 for closing the opening is fitted into the opening at the upper end of the cover wall 32.

図2、図4及び図5に示すように、駆動機構部30の厚み方向の寸法D1が左右幅方向の寸法S1よりも小さな寸法に構成され、駆動機構部30の厚み方向が水道水の流れ方向に向くように、駆動機構部30を弁箱部24の上面24aに配置している。実際には、駆動機構部30の厚み方向の寸法D1を左右幅方向の寸法S1の半分以下に構成している。また、駆動機構部30の高さ方向(上下方向)の寸法S2が左右幅方向の寸法S1よりも小さな寸法に構成され、かつ、駆動機構部30の高さ方向(縦方向)の寸法S2よりも厚み方向の寸法D1が小さな寸法に構成されている。   As shown in FIGS. 2, 4, and 5, the dimension D1 in the thickness direction of the drive mechanism 30 is configured to be smaller than the dimension S1 in the left-right width direction, and the thickness direction of the drive mechanism 30 is the flow of tap water. The drive mechanism portion 30 is disposed on the upper surface 24a of the valve box portion 24 so as to face the direction. Actually, the dimension D1 in the thickness direction of the drive mechanism unit 30 is set to be equal to or less than half of the dimension S1 in the left-right width direction. Further, the dimension S2 in the height direction (vertical direction) of the drive mechanism unit 30 is configured to be smaller than the dimension S1 in the horizontal width direction, and the dimension S2 in the height direction (vertical direction) of the drive mechanism unit 30. Also, the dimension D1 in the thickness direction is small.

実際には、給水管用遮断弁7における水道水の流れ方向の寸法、つまり駆動機構部30の厚み方向の寸法D1を200mm以内に設定している。更に詳述すれば、弁箱部24の流入口の端面から流出口の端面までの寸法L1を、68.5mmに設定している。また、弁箱部24の上方に配置した駆動機構部30の厚み方向(図3では水道水の流れ方向)の第1寸法D1を、67mmに設定し、駆動機構部30の厚み方向二次側給水管8側端面から弁箱部24の流出口側端面までの第2寸法D2を、13mmに設定している。従って、水道水の流れ方向における給水管用遮断弁7の寸法が最大となる寸法、第1寸法D1+第2寸法D2を、80mmに設定しており、200mmの半分よりも小さな寸法になっている。また、この給水管用遮断弁7の寸法に対して、ボックス5の水道水の流れ方向の内部寸法L2が、460mm(水道用メータMの口径が20mmの場合)になっている。このボックス5の内部寸法L2は、水道用メータ8の口径寸法によって変更される。   Actually, the dimension in the flow direction of tap water in the water supply pipe shutoff valve 7, that is, the dimension D1 in the thickness direction of the drive mechanism 30 is set within 200 mm. More specifically, the dimension L1 from the end face of the inlet of the valve box 24 to the end face of the outlet is set to 68.5 mm. Further, the first dimension D1 in the thickness direction of the drive mechanism section 30 disposed above the valve box section 24 (the flow direction of tap water in FIG. 3) is set to 67 mm, and the thickness direction secondary side of the drive mechanism section 30 is set. A second dimension D2 from the end surface on the water supply pipe 8 side to the end surface on the outlet side of the valve box portion 24 is set to 13 mm. Therefore, the dimension in which the dimension of the cutoff valve 7 for the water supply pipe in the tap water flow direction is the maximum, the first dimension D1 + the second dimension D2, is set to 80 mm, which is smaller than half of 200 mm. Further, the internal dimension L2 in the flow direction of tap water in the box 5 is 460 mm (when the diameter of the water meter M is 20 mm) with respect to the dimension of the shutoff valve 7 for the water supply pipe. The internal dimension L2 of the box 5 is changed according to the diameter of the water meter 8.

例えば口径寸法が13mmの水道用メータM(水道水の流れ方向の寸法が100mm)に対して320mmの内部寸法のボックス5が用いられる。また、口径寸法が20mmの水道用メータM(水道水の流れ方向の寸法が190mm)及び口径寸法が25mmの水道用メータM(水道水の流れ方向の寸法が225mm)に対して460mmの内部寸法のボックス5が用いられる。また、口径寸法が30mmの水道用メータM(水道水の流れ方向の寸法が230mm)及び口径寸法が40mmの水道用メータM(水道水の流れ方向の寸法が245mm)に対して520mmの内部寸法のボックス5が用いられ、口径寸法が50mmの水道用メータM(水道水の流れ方向の寸法が420mm)に対して850mmの内部寸法のボックス5が用いられる。また、口径寸法が75mmの水道用メータM(水道水の流れ方向の寸法が630mm)に対して1100mmの内部寸法のボックス5が用いられる。従って、ボックス5の内部寸法から各水道用メータMの寸法を差し引いても200mmを超える寸法となるため、給水管用遮断弁7の寸法を200mm以内に設定することによって、前記範囲となる320mm〜1100mmの範囲の内部寸法のボックス5であれば、水道用メータMと給水管用遮断弁7をボックス5内に確実に収容することができる。このように、水道水の流れ方向における給水管用遮断弁の寸法を200mm以内に設定することで、既存の水道用メータを収容するボックスが使用でき、専用ボックスを作るよりも資材費用を安くできる利点がある。因みに、内部寸法が、320mm〜1100mmの範囲のボックスは、左右幅寸法が、170mm〜650mmの範囲で、高さ寸法が180mm〜650mmの範囲となる。   For example, a box 5 having an internal dimension of 320 mm is used for a water meter M having a diameter of 13 mm (a dimension in the flowing direction of tap water is 100 mm). In addition, an internal dimension of 460 mm with respect to a water meter M having a diameter of 20 mm (a dimension in the flowing direction of tap water is 190 mm) and a water meter M having a diameter of 25 mm (a dimension in the flowing direction of tap water is 225 mm). Box 5 is used. Also, an internal dimension of 520 mm with respect to a water meter M having a diameter of 30 mm (a dimension in the flow direction of tap water is 230 mm) and a water meter M having a diameter of 40 mm (a dimension in the direction of flow of tap water is 245 mm). The box 5 having an internal dimension of 850 mm is used for a water meter M having a diameter of 50 mm (a dimension in the flow direction of tap water is 420 mm). Further, a box 5 having an internal dimension of 1100 mm is used for a water meter M having a diameter of 75 mm (a dimension in the flow direction of tap water is 630 mm). Therefore, even if the dimension of each water meter M is subtracted from the internal dimension of the box 5, the dimension exceeds 200 mm. Therefore, by setting the dimension of the water supply shutoff valve 7 within 200 mm, the above range becomes 320 mm to 1100 mm. If the box 5 has an internal dimension within the range, the water meter M and the water supply pipe shutoff valve 7 can be reliably accommodated in the box 5. In this way, by setting the dimension of the shutoff valve for the water supply pipe in the flow direction of tap water within 200 mm, the box that accommodates the existing water meter can be used, and the cost of material can be reduced compared to making a dedicated box There is. Incidentally, the box whose internal dimension is in the range of 320 mm to 1100 mm has the left-right width dimension in the range of 170 mm to 650 mm and the height dimension in the range of 180 mm to 650 mm.

また、図4に示すように、駆動機構部30の水道水の流れ方向における中心位置C1が、弁箱部24の水道水の流れ方向における中心位置C2に対して水道用メータM側に位置ずれている。このずれ量としては、実際には13mmに設定しているが、どのような値に設定してもよい。このようにボックス5の端に位置する二次側給水管8に給水管用遮断弁7を接続する際に、ボックス5の二次側給水管8側の端から駆動機構部30を少しでも遠ざけることができ、接続作業を容易に行うことができる。また、第2ケース26Kの二次側給水管8側の端面26Tを上方に向うほど水道用メータM側に位置する傾斜面に構成していることによって、図3に示すように、ボックス5の縦リブ13Aから更に遠ざけることができる。   Further, as shown in FIG. 4, the center position C1 of the drive mechanism 30 in the direction of tap water flow is displaced toward the water meter M side with respect to the center position C2 of the valve box 24 in the direction of tap water flow. ing. The amount of deviation is actually set to 13 mm, but may be set to any value. In this way, when connecting the water supply pipe shutoff valve 7 to the secondary side water supply pipe 8 located at the end of the box 5, the drive mechanism 30 is moved away from the end of the box 5 on the secondary side water supply pipe 8 side as much as possible. Therefore, connection work can be performed easily. Moreover, as shown in FIG. 3, the end surface 26 </ b> T on the secondary side water supply pipe 8 side of the second case 26 </ b> K is configured as an inclined surface that is positioned on the water meter M side as it goes upward. Further away from the vertical rib 13A.

また、給水管用遮断弁7は、その下面、具体的には弁箱部24の下面24Aが、水道用メータMの下面MAよりも上方に位置するように配置されている。従って、給水管用遮断弁7を取り付ける際に、給水管用遮断弁7の下面24Aがボックス5の底部である底壁10の上面に当接することがなく、取り付け作業を確実に、かつ容易に行うことができる。具体的には、図2に示すように、ボックス5の底壁10の凹部10Cの上面10Uが、水道用メータMの下面MAが当接している後側平坦部10Eよりも下方に位置しているため、弁箱部24の下面24Aとボックス5の凹部10Cの上面10Uとの距離を大きく確保することができ、給水管用遮断弁7の取り付け作業をより一層容易に行うことができる利点がある。   Further, the water supply pipe shut-off valve 7 is disposed such that the lower surface thereof, specifically, the lower surface 24A of the valve box portion 24 is positioned above the lower surface MA of the water meter M. Therefore, when attaching the water supply pipe shutoff valve 7, the lower surface 24 </ b> A of the water supply pipe shutoff valve 7 does not come into contact with the upper surface of the bottom wall 10, which is the bottom of the box 5, and the attachment work can be performed reliably and easily. Can do. Specifically, as shown in FIG. 2, the upper surface 10U of the recess 10C of the bottom wall 10 of the box 5 is positioned below the rear flat portion 10E with which the lower surface MA of the water meter M is in contact. Therefore, the distance between the lower surface 24A of the valve box portion 24 and the upper surface 10U of the concave portion 10C of the box 5 can be secured large, and there is an advantage that the water pipe shutoff valve 7 can be attached more easily. .

前記のように構成された給水管用遮断弁7について説明すれば、地震により所定の大きさの振動が発生して地震検知器が検知すると、制御部は、駆動機構25に駆動信号を出力する。すると、給水管用遮断弁7の弁が閉じることによって、水道水の流れを遮断し、断水となる。自治体の職員は、遮断後に本管1の復旧を行う前に、本管1の水圧検査を行う。このとき、水圧が本管1から一次側給水管4(水道用メータM)までの間に加わる。これによって、本管1又は一次側給水管4あるいはそれら両方の良否(損傷しているか否か)を直ちに確認することができる。尚、水圧検査は、所定の水圧を加えて所定時間経過しても所定圧よりも低い圧力である場合に、不合格と判断し、所定の水圧を加えて所定時間経過しても所定圧を維持している場合には、合格と判断する。または、上流側から通水し管内を満水にし、水の流れが止まらなければ不合格と判断し、止まれば合格と判断してもよい。   The water supply pipe shut-off valve 7 configured as described above will be described. When the earthquake detector detects a vibration having a predetermined magnitude due to an earthquake, the control unit outputs a drive signal to the drive mechanism 25. Then, the valve of the water supply pipe shutoff valve 7 is closed, so that the flow of tap water is shut off and the water is shut off. Local government officials conduct a water pressure inspection of the main 1 before shutting down the main 1 after shutting down. At this time, the water pressure is applied between the main pipe 1 and the primary side water supply pipe 4 (water meter M). As a result, it is possible to immediately confirm whether the main pipe 1 or the primary side water supply pipe 4 or both are good (whether they are damaged). In the water pressure test, if a predetermined water pressure is applied and the pressure is lower than the predetermined pressure even after a lapse of a predetermined time, it is determined that the water pressure is lower than the predetermined pressure. If it is maintained, it is judged as passing. Alternatively, water may be passed from the upstream side to fill the pipe, and if the water flow does not stop, it may be determined to be unacceptable, and if it stops, it may be determined to be acceptable.

即ち、水圧検査結果が合格である場合には、本管1から一次側給水管4(水道用メータM)までの間には、管の破損がなく良好であることを確認できる。また、水圧検査結果が不合格である場合には、本管1から一次側給水管4までの間には、管の破損があり不良であることを確認できる。尚、水圧検査結果が合格である場合に、二次側給水管8(需要者宅内の給水管)側の良否を確認したい場合には、二次側給水管8に水圧を加えて水圧検査を行うことによって確認できる。   That is, when the water pressure test result is acceptable, it can be confirmed that there is no damage to the pipe between the main pipe 1 and the primary side water supply pipe 4 (water meter M). Moreover, when the water pressure test result is unacceptable, it can be confirmed that the pipe is damaged between the main pipe 1 and the primary water supply pipe 4 and is defective. In addition, when the water pressure inspection result is acceptable, if you want to check the quality of the secondary side water supply pipe 8 (water supply pipe in the customer's home), add water pressure to the secondary side water supply pipe 8 and perform the water pressure inspection. Can be confirmed by doing.

尚、本発明は、上記実施形態に限定されるものではなく、本発明の要旨を逸脱しない範囲で種々の変更が可能である。   In addition, this invention is not limited to the said embodiment, A various change is possible in the range which does not deviate from the summary of this invention.

例えば、前記実施形態では、水道用メータMと二次側給水管8との間に給水管用遮断弁7を設けたが、一次側給水管4と水道用メータMとの間に給水管用遮断弁7を設けてもよい。   For example, in the above-described embodiment, the water supply pipe shutoff valve 7 is provided between the water supply meter M and the secondary side water supply pipe 8, but the water supply pipe shutoff valve is provided between the primary side water supply pipe 4 and the water supply meter M. 7 may be provided.

また、前記実施形態では、止水栓6を設けたが、省略してもよい。この場合、給水管用遮断弁7を地震時以外の何時でも止水することができるように開放位置から閉じ位置へ操作できる構成にしておくことが好ましい。この給水管用遮断弁7の開放位置から閉じ位置への操作は、電動力又は手動操作力を用いることになる。   Moreover, in the said embodiment, although the water stop cock 6 was provided, you may abbreviate | omit. In this case, it is preferable that the water supply pipe shut-off valve 7 is configured to be operated from the open position to the closed position so that water can be stopped at any time other than during an earthquake. The operation from the open position to the closed position of the water supply pipe shutoff valve 7 uses an electric force or a manual operation force.

また、前記実施形態では、給水管用遮断弁7をバッテリや電池等の電力を用いて駆動機構25を駆動して開放位置から閉じ位置へ切り替えるように電動式に構成したが、渦巻きバネからなるゼンマイ式に構成してもよい。   In the above embodiment, the water supply shutoff valve 7 is configured to be electrically driven so that the drive mechanism 25 is driven using electric power such as a battery or a battery to switch from the open position to the closed position. You may comprise in a formula.

また、前記実施形態では、給水管用遮断弁7を、それの下面24Aが水道用メータMの下面MAよりも上方に位置するように配置したが、給水管用遮断弁7の下面24Aが、ボックス5の底壁10の上面に当たることがないように、給水管用遮断弁7の下面24Aに相当する底壁10の上面を下方へ位置させることによって、給水管用遮断弁7を、それの下面24Aが水道用メータMの下面MAと同じ位置又は水道用メータMの下面MAよりも下方に位置するように配置することもできる。   In the above embodiment, the water supply pipe shutoff valve 7 is arranged so that its lower surface 24A is located above the lower face MA of the water meter M. However, the lower face 24A of the water supply pipe shutoff valve 7 The bottom surface of the bottom wall 10 corresponding to the bottom surface 24A of the water supply pipe shutoff valve 7 is positioned downward so that the bottom surface 10A of the water supply pipe does not hit the top surface of the bottom wall 10 of the water supply pipe. It can also arrange | position so that it may be located below the lower surface MA of the water meter M, or the lower surface MA of the water meter M.

また、前記実施形態では、一次側給水管4と二次側給水管8とを同軸高さ位置となるように配置したが、両方の給水管4.8を高さが異なるように配置してもよい。   Moreover, in the said embodiment, although the primary side water supply pipe 4 and the secondary side water supply pipe 8 were arrange | positioned so that it might become a coaxial height position, both water supply pipes 4.8 are arrange | positioned so that height may differ. Also good.

また、前記実施形態では、平面視において矩形状のボックス5を設けたが、楕円状、小判状、台形状、円形状、多角形状等、どのような形状のボックス5であってもよい。   Moreover, in the said embodiment, although the rectangular box 5 was provided in planar view, the box 5 of what shapes, such as elliptical shape, oval shape, trapezoid shape, circular shape, polygonal shape, may be sufficient.

また、前記実施形態では、弁体28を開放位置まで強制的に操作するための手動操作ハンドル27を設けたが、省略して、弁体28を開放位置まで動力を用いて操作する電動モータや電磁ソレノイド等のアクチュエータを設けて実施することになる。また、図5では、左右幅方向の寸法S1や高さ方向(縦方向)の寸法S2を、手動操作ハンドル27を含めず、第2ケース26Kの左右幅方向の寸法や第1ケース25Kと第2ケース26Kの寸法のみとしたが、手動操作ハンドル27の寸法も含めた寸法としてもよい。このように、手動操作ハンドル27の寸法も含めた左右幅方向の寸法S1や高さ方向(縦方向)の寸法S2とした場合でも、給水管用遮断弁7をボックス内に収容することができる。   In the above-described embodiment, the manual operation handle 27 for forcibly operating the valve body 28 to the open position is provided. However, an electric motor for operating the valve body 28 using power to the open position can be omitted. An actuator such as an electromagnetic solenoid is provided for implementation. Further, in FIG. 5, the dimension S1 in the left-right width direction and the dimension S2 in the height direction (vertical direction) are not included in the dimension in the left-right width direction of the second case 26K and the first case 25K and the first case 25K. Although only the size of the two cases 26K is shown, the size including the size of the manual operation handle 27 may be used. Thus, even when the dimension S1 in the left-right width direction including the dimension of the manual operation handle 27 and the dimension S2 in the height direction (vertical direction) are set, the water supply pipe shutoff valve 7 can be accommodated in the box.

また、前記実施形態では、給水管用遮断弁7を、弁箱部24と駆動機構部30とを別々の部分から構成したが、一体化して1つの部分から構成してもよい。また、駆動機構部30を、弁箱部24の上面24aに配置した第1ケース25Kと、第1ケース25Kの上面に配置した第2ケース26Kの2つのケースから構成したが、図6に示すように、1つの(図6では、直方体状になっているが、どのような形状であってもよい)ケース34から構成されていてもよい。このケース34の厚み方向の寸法D1、左右幅方向の寸法S1、高さ方向の寸法S2は、前記実施形態と同様に、D1<S2<S1に設定されている。図に示す24Kは、弁箱部24に形成した流入口である。また、図6では、弁箱部24の上面24aに、駆動機構部30を配置したが、図7に示すように、弁箱部24の横一側(左右幅方向左側又は右側)に駆動機構部30を収納するケース35を駆動機構部30の厚み方向が水道水の流れ方向に向くように配置してもよい。このケース35の厚み方向の寸法D1、左右幅方向の寸法S1、高さ方向の寸法S2は、前記実施形態と同様に、D1<S2<S1に設定されている。また、弁箱部24の横一側(左右幅方向左側又は右側)に弁箱部24と略同一高さに構成された第1ケースと第1ケース及び弁箱部24上に跨る第2ケースとから駆動機構部30を構成してもよい。   Moreover, in the said embodiment, although the water supply pipe cutoff valve 7 comprised the valve box part 24 and the drive mechanism part 30 from a different part, you may integrate and comprise from one part. Moreover, although the drive mechanism part 30 was comprised from two cases of the 1st case 25K arrange | positioned on the upper surface 24a of the valve box part 24, and the 2nd case 26K arrange | positioned on the upper surface of the 1st case 25K, it shows in FIG. Thus, it may be composed of one case 34 (in FIG. 6, it has a rectangular parallelepiped shape, but may have any shape). The dimension D1 in the thickness direction, the dimension S1 in the left-right width direction, and the dimension S2 in the height direction of the case 34 are set to D1 <S2 <S1 as in the above embodiment. 24K shown in the figure is an inflow port formed in the valve box 24. In FIG. 6, the drive mechanism 30 is disposed on the upper surface 24 a of the valve box 24, but as shown in FIG. 7, the drive mechanism is located on one side of the valve box 24 (left or right side in the left-right width direction). You may arrange | position the case 35 which accommodates the part 30 so that the thickness direction of the drive mechanism part 30 may face the flow direction of tap water. The dimension D1 in the thickness direction, the dimension S1 in the left-right width direction, and the dimension S2 in the height direction of the case 35 are set to D1 <S2 <S1, as in the above embodiment. Further, a first case configured to be substantially the same height as the valve box portion 24 on the lateral side (left or right side in the left-right width direction) of the valve box portion 24 and a second case straddling the first case and the valve box portion 24. The drive mechanism unit 30 may be configured from the above.

また、前記実施形態では、給水管用遮断弁7の端部に螺子部を設けて継手に接続したが、フランジを設けて接続したり、筒状部を設けて嵌合し止め輪やクリップ状部品やビスなどで接続してもよい。   Moreover, in the said embodiment, although the screw part was provided in the edge part of the shutoff valve 7 for water supply pipes, and it connected to the joint, it provided by connecting with a flange, or provided with the cylindrical part, it fitted, and a retaining ring or a clip-like component It may be connected with a screw or a screw.

1…本管、2…遮断弁、2A…手動式の仕切弁、3…給水管構造、4…一次側給水管、5…ボックス、6…止水栓、7…給水管用遮断弁、8…二次側給水管、9…蓋、10…底壁、10A,10B,10C…凹部、10D…前側平坦部、10E…後側平坦部、10U…上面、11…側壁、11A…上方開口、12…前壁、12A,13A…縦リブ、12a,13a…端面、13…後壁、14…左側壁、15…右側壁、16…前側貫通孔、17…後側貫通孔、18…回転ハンドル、19…継ぎ手、20…台座、21,22,23…継ぎ手、24…弁箱部、24A…下面、24A…下面、25…駆動機構、25K…第1ケース、26K…第2ケース、26T…端面、27…手動操作ハンドル、28…弁体、29…弁軸、30…駆動機構部、31…第3ケース、32…覆壁、33…キャップ、D1…厚み方向の寸法、H…需要者宅、L1…寸法、M…水道用メータ、MA…下面、S1…左右幅方向の寸法、S2…高さ方向の寸法   DESCRIPTION OF SYMBOLS 1 ... Main pipe, 2 ... Shut-off valve, 2A ... Manual type gate valve, 3 ... Water supply pipe structure, 4 ... Primary side water supply pipe, 5 ... Box, 6 ... Water stop cock, 7 ... Water supply pipe shut-off valve, 8 ... Secondary side water supply pipe, 9 ... lid, 10 ... bottom wall, 10A, 10B, 10C ... concave part, 10D ... front side flat part, 10E ... rear side flat part, 10U ... top face, 11 ... side wall, 11A ... upper opening, 12 ... front wall, 12A, 13A ... vertical rib, 12a, 13a ... end face, 13 ... rear wall, 14 ... left side wall, 15 ... right side wall, 16 ... front side through hole, 17 ... rear side through hole, 18 ... rotating handle, DESCRIPTION OF SYMBOLS 19 ... Joint, 20 ... Base, 21, 22, 23 ... Joint, 24 ... Valve box part, 24A ... Lower surface, 24A ... Lower surface, 25 ... Drive mechanism, 25K ... First case, 26K ... Second case, 26T ... End face 27 ... Manual operation handle, 28 ... Valve element, 29 ... Valve shaft, 30 ... Drive mechanism, 31 ... 3 cases, 32 ... covering wall, 33 ... cap, D1 ... dimension in the thickness direction, H ... customer's house, L1 ... dimension, M ... water meter, MA ... bottom surface, S1 ... horizontal width direction, S2 ... high Dimension in the vertical direction

Claims (6)

本管に接続される一次側給水管と、
前記一次側給水管の水道水の流出側端部に接続される水道用メータの水道水の流出側端部に接続される二次側給水管と、
前記一次側給水管と前記水道用メータとの間又は前記水道用メータと前記二次側給水管との間に配置され、地震検知器を収納し、地震により発生する所定の大きさの振動を前記地震検知器が検出することで作動して水道水の流れを遮断する給水管用遮断弁と、
該給水管用遮断弁及び前記水道用メータを収容可能であり地中に埋設されるボックスと、
を設け
前記給水管用遮断弁が、電動弁からなり、
前記電動弁が、水道水の流れを遮断する弁体を備える弁箱部と、前記弁体に連結された弁軸を介して該弁体を前記弁箱部内で開閉操作させる駆動機構が収納され、かつ、前記地震検知器を備える駆動機構部とを備え、
前記駆動機構部の厚み方向の寸法が左右幅方向の寸法よりも小さな寸法に構成され、
前記駆動機構部の厚み方向が水道水の流れ方向に向き、左右幅方向が水道水の流れ方向と直交する方向に向くように、該駆動機構部を前記弁箱部の上方に配置していることを特徴とする給水管構造。
A primary water pipe connected to the main,
A secondary side water supply pipe connected to the tap water outflow side end of the water meter connected to the tap water outflow side end of the primary side water supply pipe;
It is arranged between the primary water supply pipe and the water meter or between the water meter and the secondary water supply pipe, houses an earthquake detector, and has a predetermined magnitude of vibration generated by an earthquake. A shutoff valve for a water supply pipe that operates by detecting the earthquake detector and shuts off the flow of tap water;
A box that can accommodate the shutoff valve for the water supply pipe and the water meter and is buried in the ground;
Provided ,
The water supply pipe shut-off valve comprises an electric valve,
The motor-operated valve houses a valve box portion having a valve body that blocks the flow of tap water, and a drive mechanism for opening and closing the valve body in the valve box portion via a valve shaft connected to the valve body. And a drive mechanism unit comprising the earthquake detector,
The dimension in the thickness direction of the drive mechanism is configured to be smaller than the dimension in the left-right width direction,
The drive mechanism portion is disposed above the valve box portion so that the thickness direction of the drive mechanism portion is directed to the tap water flow direction and the lateral width direction is directed to a direction orthogonal to the tap water flow direction. A water supply pipe structure characterized by that.
前記給水管用遮断弁は、その下面が前記水道用メータの下面よりも上方に位置するように配置されていることを特徴とする請求項1に記載の給水管構造。   2. The water supply pipe structure according to claim 1, wherein the water supply pipe shut-off valve is disposed such that a lower surface thereof is located above a lower surface of the water meter. 前記一次側給水管と前記二次側給水管とが同軸高さ位置となるように配置されていることを特徴とする請求項1又は2に記載の給水管構造。   The water supply pipe structure according to claim 1 or 2, wherein the primary side water supply pipe and the secondary side water supply pipe are arranged so as to have a coaxial height position. 前記一次側給水管と前記水道用メータとの間に水道水の流れを止めるための止水栓が配置され、前記水道用メータと前記二次側給水管との間に前記給水管用遮断弁が配置されていることを特徴とする請求項1〜3のうちのいずれか1項に記載の給水管構造。   A stop cock for stopping the flow of tap water is disposed between the primary side water supply pipe and the water meter, and the water pipe shutoff valve is provided between the water meter and the secondary side water pipe. It is arrange | positioned, The water supply pipe structure of any one of Claims 1-3 characterized by the above-mentioned. 前記給水管用遮断弁における水道水の流れ方向の寸法を200mm以内に設定していることを特徴としている請求項1〜4のうちのいずれか1項に記載の給水管構造。   The water supply pipe structure according to any one of claims 1 to 4, wherein a dimension of the tap water flow direction in the water supply pipe shutoff valve is set within 200 mm. 前記駆動機構部の水道水の流れ方向における中心位置が、前記弁箱部に対して前記水道用メータ側にずれていることを特徴とする請求項1〜5のうちのいずれか1項に記載の給水管構造。 The center position in the flow direction of the tap water of the drive mechanism section is shifted to the water meter side with respect to the valve box section, according to any one of claims 1 to 5. Water supply pipe structure.
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