JP2018003590A - Water stop plug device - Google Patents

Water stop plug device Download PDF

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JP2018003590A
JP2018003590A JP2017162953A JP2017162953A JP2018003590A JP 2018003590 A JP2018003590 A JP 2018003590A JP 2017162953 A JP2017162953 A JP 2017162953A JP 2017162953 A JP2017162953 A JP 2017162953A JP 2018003590 A JP2018003590 A JP 2018003590A
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panel
ring
water
stop plug
water stop
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JP6517892B2 (en
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誠哉 佐藤
Seiya Sato
誠哉 佐藤
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Abstract

PROBLEM TO BE SOLVED: To provide a water stop plug device with a new structure stopping a water flow by blocking or closing a clean water channel or a sewer water channel.SOLUTION: A water stop plug device comprises: a body which is arranged opposite to one of side walls of an open conduit and has a rectangular panel with both right and left edges thereof bent toward the one of the side walls along vertical lines; and a body fixing device which fixes the body to the one of the side walls. The body fixing device serves as an expansion device which uses both edges thereof to connect the other of the side walls of the open conduit. The body is fixed to the one of the side walls by being pressed against the one of the side walls when the expansion device is extended.SELECTED DRAWING: Figure 5

Description

本発明は、上水又は下水で常時流水のある断水不可能な開渠型水路又は暗渠型水路での流水を止めることなく水路修復工事、水路切替・流路変更工事又は水路の耐震補強工事などに使用される止水プラグ装置に関する。   The present invention is a waterway repair work, a waterway changeover / change of a waterway, or a seismic reinforcement work for a waterway without stopping the water flow in an open channel or underdrained waterway that always flows with clean water or sewage. The present invention relates to a water stop plug device used in the above.

地震や災害或いは事故などで上水又は下水の水路が損傷した場合、又は老朽化により修復が必要な場合など、水路の修復工事、水路切替・流路変更工事又は水路の耐震補強工事などの各種水路工事が行われる。水路工事において、上水又は下水の断水はごく短期間しかできず、断水による水路工事は応急的な措置に留まるため、比較的長期にわたる本格的な水路工事は、流水を継続した状態で行う必要がある。   Various types of waterway restoration work, waterway switching / flow path change work, or waterway seismic reinforcement work, such as when waterways or sewage waterways are damaged due to an earthquake, disaster or accident, or when restoration is necessary due to aging Waterway construction is carried out. In waterway construction, water supply or sewage can only be shut off for a very short period of time, and the waterway construction due to water outage is only an emergency measure. There is.

水路の流水を止めずに水路工事を行うための水路開閉装置(プラグ装置)やそれを用いた工事方法について従来より提案されている。   Conventionally, a water channel opening / closing device (plug device) for performing water channel construction without stopping water flow in the water channel and a construction method using the same have been proposed.

特許文献1及び2は、水路断面の形状に対応する形状を有するパネルからなる水路開閉装置を、工事区域の上流側と下流側に設置し、水路開閉装置本体が有する連結管により流水を維持することで、工事区域を渇水させる方法及び装置について開示している。   Patent documents 1 and 2 install a waterway opening and closing device which consists of a panel which has a shape corresponding to the shape of a waterway section on the upstream side and the downstream side of a construction area, and maintain flowing water by the connecting pipe which a waterway opening and closing device body has. Thus, a method and apparatus for drought of a construction area is disclosed.

特許文献3は、上水又は下水用管路の工事区域の上流側と下流側に設置される管路開閉装置間を連結する導管であって、複数の筒状管を連結して一体化し、湾曲形状に変形可能な導管を用いた下水管工事方法及び装置について開示している。   Patent Document 3 is a conduit that connects between the pipe opening and closing devices installed on the upstream side and the downstream side of the construction area of the water supply or sewage pipeline, and connects and integrates a plurality of cylindrical pipes, A sewage pipe construction method and apparatus using a conduit deformable into a curved shape is disclosed.

特許文献4は、上水又は下水用管路の工事区域の上流側と下流側に設置される管路開閉装置間を連結する導管における止水及び流水を調整するための内導管式加圧作動開閉耐重圧蓋装置について開示している。   Patent Document 4 discloses an inner conduit type pressurizing operation for adjusting water stopping and running water in a conduit connecting between the pipe opening and closing devices installed on the upstream side and the downstream side of the construction area of the water supply or sewage pipeline. An open / close heavy pressure resistant lid device is disclosed.

特開平09−014567号公報JP 09-014567 A 特開2009−074337号公報JP 2009-074337 A 特開2009−019757号公報JP 2009-019757 A 特開2007−002644号公報JP 2007-002644 A

上述した工事方法は、渇水させる工事場所の上流側及び下流側それぞれに水路開閉装置を設置し、その間を導管で連結し、その導管内に流水を導くことで水路を渇水させるものである。   In the construction method described above, a water channel opening and closing device is installed on each of the upstream side and the downstream side of a construction site where water is drought, and a conduit is connected between them to lead the running water into the conduit, thereby dripping the water channel.

本発明者は、水路開閉装置間の導管により流水を継続させる手法とは異なる工法であって、既存の水路から分岐する別の水路に流水を導くことで、流水を継続させつつ、既存の水路の特定区間又は特定箇所を遮断し又は塞ぐことで、当該区間を止水して、渇水化させる工事方法及びそのための新規な構造の止水プラグ装置を開発した。また、水路開閉装置間の導管により流水を継続させる手法に用いる止水プラグ装置においても、新規な構造の止水プラグ装置を開発した。   The present inventor is a construction method different from the method of continuing the flowing water by the conduit between the water channel opening and closing devices, and by introducing the flowing water to another water channel branched from the existing water channel, the existing water channel is maintained. We have developed a construction method and a new structure water-stop plug device for shutting off or closing a specific section or a specific location to stop the section and water it. In addition, a water stop plug device having a novel structure was also developed for a water stop plug device used for a method of continuing flowing water through a conduit between water channel opening and closing devices.

そこで、本発明の目的は、水路を遮断し又は塞いで水の流入を止める新規な構造の止水プラグ装置を提供することにある。   Accordingly, an object of the present invention is to provide a water stop plug device having a novel structure that blocks or closes a water channel to stop the inflow of water.

本発明の止水プラグ装置は、断面円形の管路内部に同心に配置される円形のパネル本体と、前記パネル本体の外周面に全周にわたって配置され、流体の注入又は排出により膨張又は収縮可能なリング状袋体と、前記パネル本体の両面から全周にわたって外周方向に突出するリング状のフランジパネルとを備え、前記リング状袋体は、前記フランジパネルの内面に対してずれないように固定されて配置され、流体の注入によりその外径が広がって管路の内面に押しつけられて前記管路を塞ぐことを特徴とする。   The water stop plug device of the present invention has a circular panel body concentrically disposed inside a pipe having a circular cross section, and is disposed over the entire outer periphery of the panel body, and can expand or contract by injecting or discharging fluid. A ring-shaped bag body and a ring-shaped flange panel that protrudes from the both sides of the panel body in the outer circumferential direction, and the ring-shaped bag body is fixed so as not to be displaced with respect to the inner surface of the flange panel. The outer diameter is expanded by injection of fluid and is pressed against the inner surface of the pipe to block the pipe.

好ましくは、上記止水プラグ装置において、前記リング状袋体は、前記フランジパネルに対して金具により固定される。前記フランジパネルの外周縁部に全周にわたって前記管路の内面と接触するリング状ゴムが設けられ、前記リング状ゴムが前記フランジパネルに対して押しつけられることで、前記管路の内面と前記フランジパネルの外周縁部との隙間が塞がれて前記管路を塞ぐ。さらに、前記フランジパネルの外周縁部に前記リング状ゴムが押しつけられる傾斜面が設けられる。また、前記リング状ゴムを支持するリング押さえフランジがボルトにより前記フランジパネルの外周縁部に取り付けられ、前記ボルトを締め付けることで前記リング状ゴムが前記フランジパネルの前記傾斜面に押しつけられる。   Preferably, in the water blocking plug device, the ring-shaped bag body is fixed to the flange panel by a metal fitting. The outer peripheral edge of the flange panel is provided with a ring-shaped rubber that contacts the inner surface of the pipe over the entire circumference, and the ring-shaped rubber is pressed against the flange panel, so that the inner surface of the pipe and the flange A gap with the outer peripheral edge of the panel is closed to close the conduit. Furthermore, an inclined surface against which the ring-shaped rubber is pressed is provided on the outer peripheral edge of the flange panel. In addition, a ring pressing flange that supports the ring-shaped rubber is attached to the outer peripheral edge of the flange panel by a bolt, and the ring-shaped rubber is pressed against the inclined surface of the flange panel by tightening the bolt.

本発明によれば、水路の修復工事、水路切替・流路変更工事又は水路の耐震補強工事などの各種水路工事において、水路を遮断し又は塞ぐ止水プラグ装置が提供される。水路に水流が流れている状態で設置することが可能であり、作業員が水に浸かることなく、安全且つ衛生的に設置することができ、確実な止水が実現される。   ADVANTAGE OF THE INVENTION According to this invention, the water stop plug apparatus which interrupts | blocks or closes a water channel in various water channel constructions, such as a water channel repair construction, a water channel switching, a flow path change construction, or a water channel earthquake-proof reinforcement construction, is provided. It can be installed in a state where a water flow is flowing in the water channel, and it can be installed safely and hygienically without the worker being immersed in water, and a reliable water stop is realized.

水路を渇水させて流路を切り替える工事の施工手順を示す図である。It is a figure which shows the construction procedure of the construction which dries a water channel and switches a flow path. 水路を渇水させて流路を切り替える工事の施工手順を示す図である。It is a figure which shows the construction procedure of the construction which dries a water channel and switches a flow path. 水路を渇水させて流路を切り替える工事の施工手順を示す図である。It is a figure which shows the construction procedure of the construction which dries a water channel and switches a flow path. 水路を渇水させて流路を切り替える工事の施工手順を示す図である。It is a figure which shows the construction procedure of the construction which dries a water channel and switches a flow path. バッフル型止水プラグ装置20のパネル本体21の構成を示す。The structure of the panel main body 21 of the baffle type water stop plug apparatus 20 is shown. バッフル型止水プラグ装置20の設置形態を示す図である。It is a figure which shows the installation form of the baffle type water stop plug apparatus. ボックス型止水プラグ装置30のパネル本体31の構成を示す図である。It is a figure which shows the structure of the panel main body 31 of the box-type water stop plug apparatus. ボックス型止水プラグ装置30のパネル本体31と結合する治具の構成を示す図である。It is a figure which shows the structure of the jig | tool couple | bonded with the panel main body 31 of the box-type water stop plug apparatus 30. FIG. ボックス型止水プラグ装置30の設置形態を示す図である。It is a figure which shows the installation form of the box-type water stop plug apparatus. パネル本体31の鉛直下方向の加圧を示す図である。It is a figure which shows the pressurization of the vertically lower direction of the panel main body 31. FIG. 水路を渇水させて流路を切り替える別の工事の施工手順を示す図である。It is a figure which shows the construction procedure of another construction which dries a water channel and switches a flow path. 水路を渇水させて流路を切り替える別の工事の施工手順を示す図である。It is a figure which shows the construction procedure of another construction which dries a water channel and switches a flow path. バッフル型止水プラグ装置20の別の設置形態を示す図である。It is a figure which shows another installation form of the baffle type water stop plug apparatus. 第2の実施の形態例における止水プラグ装置の構成例を示す図である。It is a figure which shows the structural example of the water stop plug apparatus in the example of 2nd Embodiment. リング状袋体52の周辺を含む止水プラグ装置50の部分断面図である。3 is a partial cross-sectional view of a water stop plug device 50 including the periphery of a ring-shaped bag body 52. FIG.

以下、図面を参照して本発明の実施の形態について説明する。しかしながら、かかる実施の形態例が本発明の技術的範囲を限定するものではない。   Embodiments of the present invention will be described below with reference to the drawings. However, such an embodiment does not limit the technical scope of the present invention.

本発明の第1の実施の形態例では、水路を渇水させて流路を切り替える工事において採用される止水プラグ装置について説明する。   In the first embodiment of the present invention, a water stop plug device employed in construction for switching a flow path by drought of a water channel will be described.

図1乃至図4は、水路を渇水させて流路を切り替える工事の施工手順を示す図である。該工事は、例えば下水処理場内で並行する2本の開渠型水路(一方の1系水路11、他方を2系水路12と称する)を流れる水流を、その水流を止めることなく、新たに設置される新規水路に切り替える工事であって、その施行手順として、まず、図1(a)において、1系水路11を迂回するための仮設水路13と1系水路11と2系水路12とを接続する仮設水路14を設置する。なお、図示されるように、1系水路11と2系水路12との間には、2系水路12からの水流が1系水路12へ流れ込み可能なゲート15が設けられており、ゲート15は開状態である。   FIG. 1 to FIG. 4 are diagrams showing a construction procedure for construction in which a water channel is drought and a flow path is switched. For example, the construction of a water flow that flows through two open channel water channels (one water channel 11 on one side and the other water channel 12 on the other side) in parallel within a sewage treatment plant is established without stopping the water flow. As a procedure for switching to a new water channel, the temporary water channel 13, the first water channel 11 and the second water channel 12 for bypassing the first water channel 11 are first connected in FIG. A temporary waterway 14 is installed. As shown in the figure, a gate 15 is provided between the 1st channel 11 and the 2nd channel 12 so that the water flow from the 2nd channel 12 can flow into the 1st channel 12. Open state.

その後、図1(a)において、仮設水路13と接続する1系水路11の側壁2箇所にバッフル型止水プラグ装置20を設置し、バッフル型止水プラグ装置20で止水された側壁部分を撤去し、撤去後にバッフル型止水プラグ装置20を取り外す。これにより、図1(c)に示すように、仮設水路13は1系水路11の迂回路となる。バッフル型止水プラグ装置20の構成については後述する。続いて、図1(c)に示すように、仮設水路14と接続する1系水路11の側壁部分と2系水路12の側壁部分に、同様にバッフル型止水プラグ装置20を設置し、バッフル型止水プラグ装置20で止水された側壁部分を撤去し、撤去後にバッフル型止水プラグ装置20を取り外す。これにより、図2(a)に示すように、仮設水路14は1系水路11と2系水路12とを接続するバイパス路となる。   Thereafter, in FIG. 1A, baffle type water stop plug devices 20 are installed at two locations on the side wall of the first system water channel 11 connected to the temporary water channel 13, and the side wall portion stopped by the baffle type water stop plug device 20 is removed. The baffle type water stop plug device 20 is removed after removal. Thereby, as shown in FIG.1 (c), the temporary waterway 13 becomes a detour of the 1st system waterway 11. As shown in FIG. The configuration of the baffle type water stop plug device 20 will be described later. Subsequently, as shown in FIG. 1 (c), baffle type water stop plug devices 20 are similarly installed on the side wall portion of the 1-system water channel 11 and the side wall portion of the 2-system water channel 12 that are connected to the temporary water channel 14. The side wall portion stopped by the mold water stop plug device 20 is removed, and the baffle type water stop plug device 20 is removed after the removal. Thereby, as shown to Fig.2 (a), the temporary waterway 14 turns into a bypass channel which connects the 1st system waterway 11 and the 2nd system waterway 12. FIG.

続いて、図2(b)に示すように、仮設水路13の設置により止水可能な1系水路11の区間Aの上流位置及び下流位置それぞれに水路を遮断するボックス型止水プラグ装置30を設置する。ボックス型止水プラグ装置30を設置後、ポンプなどで区間Aの残水を排水することで、区間Aを渇水化することができる。ボックス型止水プラグ装置30の構成については後述する。   Subsequently, as shown in FIG. 2 (b), a box-type water stop plug device 30 that shuts off the water channel at each of the upstream position and the downstream position of the section A of the first system water channel 11 that can be stopped by the provision of the temporary water channel 13. Install. After installing the box-type water stop plug device 30, the section A can be drought by draining the remaining water in the section A with a pump or the like. The configuration of the box-type water stop plug device 30 will be described later.

さらに、図2(c)に示すように、2系水路12についても、仮設水路13の設置により止水可能な2系水路12の区間Bの上流位置及び下流位置それぞれに水路を遮断するボックス型止水プラグ装置30を設置する。ボックス型止水プラグ装置30を設置後、ポンプなどで区間Bの残水を排水し、区間Bを渇水化させる。   Further, as shown in FIG. 2 (c), for the second system water channel 12, a box type that blocks the water channel at each of the upstream position and the downstream position of the section B of the second system water channel 12 that can be stopped by the provision of the temporary water channel 13. A water stop plug device 30 is installed. After the box-type water stop plug device 30 is installed, the remaining water in the section B is drained by a pump or the like, and the section B is drought.

図3(a)において、区間Aと区間Bの水路部分領域(斜線部分)を撤去し、図3(b)において、撤去した領域に、新設構造物の基礎40を設置し、基礎工事後、図3(c)において、例えばポンプ棟のような新設構造物41を設置する。新設構造物41は、1系水路11及び2系水路からの水流が流れ込み、その下流側に新規な水路42が構成され、流路を1系水路11及び2系水路から新規水路42に切り替える。   In FIG. 3 (a), the water channel partial area (shaded part) of section A and section B is removed, and in FIG. 3 (b), a foundation 40 of a new structure is installed in the removed area. In FIG. 3C, a new structure 41 such as a pump building is installed. In the new structure 41, water flows from the 1st waterway 11 and the 2nd waterway flow, a new waterway 42 is formed on the downstream side, and the flow path is switched from the 1st waterway 11 and the 2nd waterway to the new waterway 42.

新設構造物41の完成後、図4(a)に示すように、区間A及び区間Bの上流側のボックス型止水プラグ装置30を撤去する。これにより、図4(b)に示すように、1系水路11及び2系水路からの水流が新設構造物41に流れ込み、新規水路42への切替が行われる。下流側のボックス型止水プラグ装置30も撤去される。また、仮設水路13による迂回路が不要になるので、仮設水路13の上流側接続部分に再度バッフル型止水プラグ装置20を設置し、1系水路11の側壁を復旧し、図4(c)に示すように、側壁復旧後、バッフル型止水プラグ装置20を撤去する。   After completion of the new structure 41, the box-type water stop plug device 30 on the upstream side of the section A and the section B is removed as shown in FIG. Thereby, as shown in FIG.4 (b), the water flow from the 1st system waterway 11 and the 2nd system waterway flows into the new structure 41, and the switching to the new waterway 42 is performed. The downstream box-type water stop plug device 30 is also removed. Moreover, since the detour by the temporary waterway 13 becomes unnecessary, the baffle type water stop plug apparatus 20 is installed again in the upstream connection part of the temporary waterway 13, and the side wall of the 1st waterway 11 is restored, FIG.4 (c) As shown in Fig. 2, after the side wall is restored, the baffle type water stop plug device 20 is removed.

上記施行手順の工事において採用されたバッフル型止水プラグ装置20とボックス型止水プラグ装置30の構成及び設置形態について以下説明する。   The configurations and installation forms of the baffle type water stop plug device 20 and the box type water stop plug device 30 employed in the construction of the above enforcement procedure will be described below.

図5は、バッフル型止水プラグ装置20のパネル本体21の構成を示し、図5(a)は正面図、図5(b)は平面図である。パネル本体21は鋼鉄製の矩形状パネルであり、格子状に補強リブが施される。パネル本体21は、左右両端が鉛直方向を軸に一方の側に折れ曲がった形状を有する。折れ曲がりの角度及び折れ曲がり部分の幅は、設置される水路の形状や大きさに応じて適宜設計され、図示されるように、角度は直角又は鈍角であり、幅は、水路の側壁に設置された場合に、側壁の撤去作業に支障のない間隔が保てればよい。なお、折れ曲がり角度を鈍角とすることで、水流と対向するパネル本体21の端部が受ける水流の抵抗が直角の場合よりも減少し、パネル本体21及びガイドレール23にかかる水流による水圧負荷を低減させることができる。鈍角の角度が大きいほど(折れ曲がり具合が小さいほど)、パネル本体21の端部が受ける水流の抵抗は弱まり、その鈍角角度は135度以上であることが好ましい。パネル本体21の水路側壁に接する面及び水路底部に接する面を含む必要な領域には、止水ゴム22が取り付けられている。   FIG. 5 shows the configuration of the panel body 21 of the baffle type water stop plug device 20, FIG. 5 (a) is a front view, and FIG. 5 (b) is a plan view. The panel body 21 is a steel rectangular panel, and reinforcing ribs are applied in a lattice shape. The panel body 21 has a shape in which both left and right ends are bent to one side with the vertical direction as an axis. The angle of the bend and the width of the bend are appropriately designed according to the shape and size of the water channel to be installed, as shown, the angle is a right angle or an obtuse angle, and the width is set on the side wall of the water channel In such a case, it is only necessary to maintain an interval that does not hinder the side wall removal work. In addition, by making the bending angle an obtuse angle, the resistance of the water flow received by the end of the panel main body 21 facing the water flow is reduced as compared with the case of a right angle, and the water pressure load caused by the water flow on the panel main body 21 and the guide rail 23 is reduced. Can be made. The greater the obtuse angle (the smaller the degree of bending), the weaker the water flow resistance received by the end of the panel body 21, and the obtuse angle is preferably 135 degrees or more. A water stop rubber 22 is attached to a necessary region including a surface in contact with the water channel side wall of the panel body 21 and a surface in contact with the water channel bottom.

図6は、バッフル型止水プラグ装置20の設置形態を示す図であり、図6(a)は平面図、図6(b)は側面図である。パネル本体21が取り付けられる側壁には、パネル本体21の寸法に合わせて、その設置位置にガイドレール(案内治具)23を取り付けておく。パネル本体21は、例えばクレーンにより吊り上げられ、ガイドレール23に沿って側壁に取り付けられる。パネル本体21の下面の止水ゴム22が水路の底部に接触し、パネル本体21の左右両端面の止水ゴム22が水路の側壁に接触する。   FIGS. 6A and 6B are diagrams showing an installation form of the baffle type water stop plug device 20, FIG. 6A being a plan view and FIG. 6B being a side view. A guide rail (guide jig) 23 is attached to the side wall to which the panel body 21 is attached in accordance with the dimensions of the panel body 21 at the installation position. The panel body 21 is lifted by a crane, for example, and attached to the side wall along the guide rail 23. The water stop rubber 22 on the lower surface of the panel main body 21 contacts the bottom of the water channel, and the water stop rubbers 22 on the left and right end surfaces of the panel main body 21 contact the side walls of the water channel.

側壁に取り付けられたパネル本体21は、本体固定装置である伸縮可能な油圧シリンダ24により側壁に押しつけられて固定される。油圧シリンダ24は、それと接続する油圧ポンプを駆動することで、遠隔操作可能であって、その両端をパネル本体21の背面と水路の反対側の側壁と連結させ、パネル本体21の背面と水路の反対側の側壁との間にわたされるように設置される。油圧シリンダ24を例えば油圧ポンプのモータ駆動(又は手動)により伸長させることにより、パネル本体21の左右両端部が水路の側壁に押しつけられて、パネル本体21は側壁に固定され、止水ゴム22により側壁と圧着して止水される。側壁に対して水平方向に加圧する油圧シリンダ24は、少なくとも左右それぞれ上下に2本ずつ取り付けられる。本体固定装置は、油圧シリンダに限らず、例えば水圧ジャッキなど伸縮可能な別の形態の装置であってもよい。   The panel main body 21 attached to the side wall is pressed and fixed to the side wall by an extendable hydraulic cylinder 24 which is a main body fixing device. The hydraulic cylinder 24 can be remotely operated by driving a hydraulic pump connected to the hydraulic cylinder 24. Both ends of the hydraulic cylinder 24 are connected to the rear surface of the panel main body 21 and the side wall on the opposite side of the water channel. It is installed so as to be passed between the opposite side wall. By extending the hydraulic cylinder 24 by, for example, motor driving (or manual) of a hydraulic pump, the left and right ends of the panel body 21 are pressed against the side wall of the water channel, and the panel body 21 is fixed to the side wall. Crimped against the side wall to stop water. Two hydraulic cylinders 24 that pressurize in the horizontal direction with respect to the side wall are attached at least two each on the left and right. The main body fixing device is not limited to a hydraulic cylinder, and may be another type of device that can extend and contract, such as a hydraulic jack.

さらに、パネル本体21を鉛直方向に加圧するために、水路の上部開口部分の両側壁間に受け台25をわたす。受け台25は鋼材であって、両側で水路側壁に固定される。そして、油圧シリンダ24を、その両端が受け台25とパネル本体21の上端面とに連結するように設置し、油圧シリンダ24を例えば油圧ポンプのモータ駆動により伸長させることにより、パネル本体21の下面が水路の底部に押しつけられて、水路の底部が止水される。水路の底部に対して鉛直方向に加圧する油圧シリンダ24は、少なくとも左右に2本取り付けられる。受け台25の設置による鉛直方向の加圧は、図6(b)に示される。図6(b)では、側壁とガイドレール23の図示が省略される。   Furthermore, in order to pressurize the panel main body 21 in the vertical direction, a cradle 25 is passed between both side walls of the upper opening portion of the water channel. The cradle 25 is made of steel and is fixed to the side wall of the water channel on both sides. Then, the hydraulic cylinder 24 is installed so that both ends thereof are connected to the cradle 25 and the upper end surface of the panel main body 21, and the hydraulic cylinder 24 is extended by, for example, driving a motor of a hydraulic pump, thereby lowering the lower surface of the panel main body 21. Is pressed against the bottom of the water channel and the bottom of the water channel is stopped. At least two hydraulic cylinders 24 that pressurize in the vertical direction against the bottom of the water channel are attached to the left and right. The vertical pressurization by the installation of the cradle 25 is shown in FIG. In FIG. 6B, illustration of the side wall and the guide rail 23 is omitted.

図7は、ボックス型止水プラグ装置30のパネル本体31の構成を示し、図7(a)は正面図、図7(b)は平面図である。パネル本体31は水路の断面形状に近似した鋼鉄製の矩形状パネルである。パネル本体31の寸法は、設置される水路の形状や大きさに応じて適宜設計される。パネル本体31の水路底部に接する面や後述する治具と接する面を含む必要な領域には、止水ゴム32が取り付けられている。パネル本体31は、この治具と結合して水路に取り付けられることで、止水される。また、パネル本体31には、パネル本体31の面から突出した固定金具33が取り付けられており、パネル本体31の両側にそれぞれ複数個設けられる。複数の固定金具33には、後述するように、本体固定装置としての伸縮装置である油圧シリンダ39が固定され、油圧シリンダ39の伸縮方向がパネル本体31の面に垂直な方向となるように固定金具33に配置される。図7(b)は、油圧シリンダ付き固定金具33を表す平面図である。   FIG. 7 shows the configuration of the panel body 31 of the box-type water stop plug device 30, FIG. 7 (a) is a front view, and FIG. 7 (b) is a plan view. The panel main body 31 is a steel rectangular panel that approximates the cross-sectional shape of the water channel. The dimensions of the panel body 31 are appropriately designed according to the shape and size of the water channel to be installed. A water stop rubber 32 is attached to a necessary region including a surface in contact with the bottom of the water channel of the panel body 31 and a surface in contact with a jig described later. The panel body 31 is water-stopped by being coupled to the jig and attached to the water channel. The panel body 31 is provided with fixing brackets 33 protruding from the surface of the panel body 31, and a plurality of fixing brackets 33 are provided on both sides of the panel body 31. As will be described later, a hydraulic cylinder 39 that is an expansion / contraction device as a main body fixing device is fixed to the plurality of fixing brackets 33 and fixed so that the expansion / contraction direction of the hydraulic cylinder 39 is perpendicular to the surface of the panel main body 31. Arranged on the metal fitting 33. FIG. 7B is a plan view showing the fixture 33 with a hydraulic cylinder.

図8は、ボックス型止水プラグ装置30のパネル本体31と結合する治具の構成を示し、図8(a)は正面図、図8(b)は治具を構成する柱状部材の断面図である。治具34は、水路の側壁に鉛直方向に沿って延びて取り付けられる一対の柱状部材35を有し、柱状部材35は、水路の側壁に対向する面とパネル本体31に対向する面を有する断面L字型の形状に形成される。図8(b)は、柱状部材35の断面図を示す。   FIG. 8 shows a configuration of a jig coupled to the panel body 31 of the box-type water stop plug device 30, FIG. 8 (a) is a front view, and FIG. 8 (b) is a cross-sectional view of a columnar member constituting the jig. It is. The jig 34 has a pair of columnar members 35 attached to the side walls of the water channel so as to extend along the vertical direction. The columnar member 35 has a cross section having a surface facing the side wall of the water channel and a surface facing the panel body 31. It is formed in an L shape. FIG. 8B shows a cross-sectional view of the columnar member 35.

柱状部材35は、それぞれ水路の側壁に接触して鉛直方向に設置され、側壁に対向して接触する面には、止水ゴム36が施されている。止水ゴム36は、柱状部材35の水路の底部に接触する下端面にも施されている。柱状部材35それぞれの下端部は、治具固定装置としての伸縮装置である油圧シリンダ37によって互いに連結される。すなわち、油圧シリンダ37の両端は柱状部材35と連結しており、油圧シリンダ37を伸長することにより、柱状部材35は、側壁に加圧固定され、側壁と柱状部材35との間は水密となる。柱状部材35と油圧シリンダ37とを連結した構成を設置前に組み立てておき、組み立てた状態で水路に配置することで、作業員が水の中で油圧シリンダを連結する作業を不要にし、作業の安全性、効率性が格段に向上する。本体固定装置及び治具固定装置は、油圧シリンダに限らず、例えば水圧ジャッキなど伸縮可能な別の形態の装置であってもよい。   Each of the columnar members 35 is installed in a vertical direction in contact with the side wall of the water channel, and a water stop rubber 36 is applied to a surface that faces and contacts the side wall. The waterstop rubber 36 is also applied to the lower end surface of the columnar member 35 that contacts the bottom of the water channel. The lower ends of the columnar members 35 are connected to each other by a hydraulic cylinder 37 which is an expansion / contraction device as a jig fixing device. That is, both ends of the hydraulic cylinder 37 are connected to the columnar member 35, and by extending the hydraulic cylinder 37, the columnar member 35 is pressure-fixed to the side wall, and the side wall and the columnar member 35 are watertight. . A structure in which the columnar member 35 and the hydraulic cylinder 37 are connected is assembled before installation, and the assembled state is arranged in the water channel, so that an operator does not need to connect the hydraulic cylinder in the water. Safety and efficiency are greatly improved. The main body fixing device and the jig fixing device are not limited to hydraulic cylinders, and may be devices of another form that can be expanded and contracted, such as a hydraulic jack.

図9は、ボックス型止水プラグ装置30の設置形態を示す図であり、図9(a)は油圧シリンダ付き固定金具33aと治具34の配置を示す平面図、図9(b)は、油圧シリンダ39の伸縮による圧着固定動作を示す図である。治具34が取り付けられる側壁には、治具34の寸法に合わせて、その設置位置にガイドレール(案内治具)38を取り付けておく。治具34は、例えばクレーンにより吊り上げられ、ガイドレール38に沿って側壁に取り付けられる。治具34の下端面の止水ゴム36が水路の底部に接触し、また、側壁に対向する面の止水ゴム36が水路の側壁に接触する。   FIG. 9 is a diagram showing an installation form of the box-type water stop plug device 30. FIG. 9A is a plan view showing the arrangement of the fixing bracket 33a with the hydraulic cylinder and the jig 34, and FIG. FIG. 5 is a diagram showing a crimping and fixing operation by expansion and contraction of a hydraulic cylinder 39. A guide rail (guide jig) 38 is attached to the installation position of the side wall to which the jig 34 is attached in accordance with the dimension of the jig 34. The jig 34 is lifted by a crane, for example, and attached to the side wall along the guide rail 38. The water stop rubber 36 on the lower end surface of the jig 34 contacts the bottom of the water channel, and the water stop rubber 36 on the surface facing the side wall contacts the side wall of the water channel.

治具34を所定位置に設置した後、柱状部材35の下端部を連結する油圧シリンダ37をモータ駆動により伸長させ、柱状部材35を側壁に押しつけ固定する。油圧シリンダは、柱状部材35の下端部に加えて、例えば柱状部材35の高さの中間位置付近のような上方位置においても、柱状部材35間に油圧シリンダ37をわたすように配置して伸長させ、少なくとも2箇所で押圧する。   After the jig 34 is installed at a predetermined position, a hydraulic cylinder 37 that connects the lower ends of the columnar members 35 is extended by motor driving, and the columnar members 35 are pressed against the side walls and fixed. In addition to the lower end of the columnar member 35, the hydraulic cylinder is arranged and extended so as to pass the hydraulic cylinder 37 between the columnar members 35 even at an upper position, for example, near the middle position of the columnar member 35. , Press at least two places.

治具34を水路に対して水密に固定後、パネル本体31が治具34に対して水密に固定される。パネル本体31における柱状部材35と対向する面31aの複数箇所に固定金具33が取り付けられ、固定金具33は、パネル本体31の面31aと固定金具33との間に隙間ができるように取り付けられる。そして、クレーンで吊り上げられたパネル本体31を、パネル本体31と固定金具33との隙間に治具34が挟み込まれるように、パネル本体31を吊り下げて、パネル本体31を治具34に取り付ける。   After fixing the jig 34 to the water channel in a watertight manner, the panel body 31 is fixed to the jig 34 in a watertight manner. Fixing brackets 33 are attached to a plurality of locations on the surface 31 a of the panel body 31 facing the columnar member 35, and the fixing bracket 33 is mounted so that a gap is formed between the surface 31 a of the panel body 31 and the fixing bracket 33. Then, the panel body 31 is suspended from the panel body 31 lifted by the crane so that the jig 34 is sandwiched in the gap between the panel body 31 and the fixing bracket 33, and the panel body 31 is attached to the jig 34.

固定金具33aには、伸縮装置である油圧シリンダ39が取り付けられており、油圧シリンダ39は、油圧ポンプと接続するとともに、パネル本体31の面31aと固定金具33との間に隙間S(図9(b)参照)を伸長するように配置されている。より具体的には、図9(b)に示すように、油圧シリンダ39は、柱状部材35のパネル本体31と対向する面の反対面に当接して伸長することにより、隙間Sが埋められ、パネル本体31が柱状部材35のパネル本体31と対向する面に押しつけられる。すなわち、油圧ポンプをモータ駆動させて油圧シリンダ39を伸長させることにより、パネル本体31と固定金具33間の隙間が広がる方向に加圧されることで、パネル本体31が柱状部材35に引きつけられ、パネル本体31の止水ゴム32が柱状部材35に押しつけられて、パネル本体31は柱状部材35に水密に固定される。油圧シリンダ付きの固定金具33は、パネル本体31の左右両側それぞれにおいて、柱状部材35と対向する部分に鉛直方向に少なくとも2箇所(合計4箇所)配置される。なお、図7及び図10においては、固定金具33が左右3箇所、合計6箇所配置される例が示されている。   A hydraulic cylinder 39, which is a telescopic device, is attached to the fixing bracket 33a. The hydraulic cylinder 39 is connected to a hydraulic pump, and a gap S (see FIG. 9) between the surface 31a of the panel body 31 and the fixing bracket 33. (B)) is extended. More specifically, as shown in FIG. 9 (b), the hydraulic cylinder 39 abuts on the opposite surface of the surface facing the panel body 31 of the columnar member 35 and extends, thereby filling the gap S, The panel body 31 is pressed against the surface of the columnar member 35 facing the panel body 31. That is, by driving the hydraulic pump to drive the hydraulic cylinder 39, the panel body 31 is attracted to the columnar member 35 by being pressurized in a direction in which the gap between the panel body 31 and the fixture 33 is widened. The water blocking rubber 32 of the panel main body 31 is pressed against the columnar member 35, and the panel main body 31 is fixed to the columnar member 35 in a watertight manner. The fixing bracket 33 with a hydraulic cylinder is disposed at least two places (a total of four places) in the vertical direction on the left and right sides of the panel body 31 in the portion facing the columnar member 35. 7 and 10 show an example in which the fixing bracket 33 is arranged at three places on the left and right, a total of six places.

さらに、パネル本体31を鉛直方向に加圧するために、水路の上部開口部分の両側壁間に受け台をわたす。そして、油圧シリンダの両端を受け台とパネル本体31の上端面と連結させ、油圧シリンダを例えばモータ駆動により伸長させることにより、パネル本体31の下面が水路の底部に押しつけられて、水路の底部を止水する。   Furthermore, in order to pressurize the panel main body 31 in the vertical direction, a cradle is passed between both side walls of the upper opening portion of the water channel. Then, both ends of the hydraulic cylinder are connected to the pedestal and the upper end surface of the panel main body 31, and the lower surface of the panel main body 31 is pressed against the bottom of the water channel by extending the hydraulic cylinder, for example, by driving a motor. Stop water.

図10は、パネル本体31の鉛直下方向の加圧を示す図である。治具34に固定されたパネル本体31の直上において、水路の両側に跨がる受け台40が水路に固定され、油圧シリンダ44は、その両側が受け台40とパネル本体31の上端面とを連結し、伸長させることで、パネル本体31を鉛直下方向に加圧する。コの字状に形成される受け台40は鋼材で製作され、水路底部に対して鉛直下方向に加圧する油圧シリンダ44は、少なくとも左右に2本取り付けられる。   FIG. 10 is a diagram illustrating the vertical pressurization of the panel body 31. A pedestal 40 straddling both sides of the water channel is fixed to the water channel directly above the panel main body 31 fixed to the jig 34, and the hydraulic cylinder 44 has both sides of the cradle 40 and the upper end surface of the panel main body 31. By connecting and extending, the panel main body 31 is pressurized vertically downward. The pedestal 40 formed in a U-shape is made of steel, and at least two hydraulic cylinders 44 that pressurize vertically against the bottom of the water channel are attached to the left and right.

次に、上述したバッフル型止水プラグ装置20の別の設置形態について説明する。図11及び図12は、水路を渇水させて流路を切り替える別の工事の施工手順を示す図である。該別の工事は、地下に埋設される上水管又は下水管のような暗渠型水路(管路)を流れる水流を止めることなく、該水路に分岐路を新たに接続させる工事であって、バッフル型止水プラグ装置20は、分岐路が接続する側壁部分に設置され、接続箇所への水流の流入を遮断し、渇水化させる。   Next, another installation form of the baffle type water stop plug device 20 described above will be described. FIG.11 and FIG.12 is a figure which shows the construction procedure of another construction which drips a waterway and switches a flow path. The other construction is a construction for newly connecting a branch line to the water channel without stopping the water flow flowing through a culvert type water channel (pipe) such as a water pipe or a sewer pipe buried underground. The mold water stop plug device 20 is installed on a side wall portion to which the branch path is connected, and blocks the inflow of the water flow to the connection location to cause drought.

施工手順は、まず、図11(a)において、水路70と新設構造物71との間(図11(a)のハッチング部分)を掘削し、水路70側の接続箇所と新設構造物71側の接続箇所とを露出させる。図11(b)において、水路70の接続箇所の上部部分(図11(b)のハッチング部分)を撤去し、上部開口を形成する。図11(c)において、接続箇所にバッフル型止水プラグ装置20を設置する。この設置形態については後述する。   The construction procedure is as follows. First, in FIG. 11 (a), the area between the water channel 70 and the new structure 71 (the hatched portion in FIG. 11 (a)) is excavated, and the connection point on the water channel 70 side and the new structure 71 side are excavated. Expose the connection point. In FIG.11 (b), the upper part (hatching part of FIG.11 (b)) of the connection location of the water channel 70 is removed, and upper opening is formed. In FIG.11 (c), the baffle type water stop plug apparatus 20 is installed in a connection location. This installation mode will be described later.

図12(a)において、バッフル型止水プラグ装置20と水路70の側壁(接続箇所)との間の残水をポンプで汲み出し、その後、図12(b)において、バッフル型止水プラグ装置20で囲まれた水路70の側壁部分を撤去し、図12(c)において、分岐管72を設置する。図示されないが、分岐管72の設置後、分岐管72の両端側の接続箇所のコーキング処理が行われ、バッフル型止水プラグ装置20が撤去される。さらに、図11(b)において撤去された水路70の上部部分を元に戻して塞ぎ、掘削された領域全体を埋め戻す。   In FIG. 12A, the residual water between the baffle type water stop plug device 20 and the side wall (connection location) of the water channel 70 is pumped out, and then in FIG. 12B, the baffle type water stop plug device 20 is drawn. The side wall portion of the water channel 70 surrounded by is removed, and a branch pipe 72 is installed in FIG. Although not shown in the figure, after the branch pipe 72 is installed, a caulking process is performed on the connecting portions on both ends of the branch pipe 72, and the baffle type water stop plug device 20 is removed. Further, the upper portion of the water channel 70 removed in FIG. 11B is restored and closed, and the entire excavated area is backfilled.

図13は、バッフル型止水プラグ装置20の別の設置形態を示す図である。図13(a)は平面図、図13(b)は断面図を示す。上述の別の工事において採用されたバッフル型止水プラグ装置20の本体パネル21の構成は、図5の構成と同様であり、本体パネル21は、その左右両端が絵鉛直方向を軸に側壁側に折れ曲がった矩形形状のパネルであって、側壁に対抗して配置される。図13の設置形態と図6に示した設置形態との相違は、本体固定装置である油圧シリンダの設置形態である。具体的には、本体パネル21の左右両端それぞれに治具73が固定されて取り付けられ、その治具73は、本体パネル21から側壁をまたいで側壁の裏面に延びる延長部分73aを有して構成される。   FIG. 13 is a view showing another installation form of the baffle type water stop plug device 20. FIG. 13A is a plan view, and FIG. 13B is a cross-sectional view. The configuration of the main body panel 21 of the baffle type water stop plug device 20 employed in the other construction described above is the same as the configuration of FIG. 5. The panel is a rectangular panel that is bent in the direction of the side wall. The difference between the installation mode shown in FIG. 13 and the installation mode shown in FIG. 6 is the installation mode of the hydraulic cylinder which is the main body fixing device. Specifically, a jig 73 is fixedly attached to each of the left and right ends of the main body panel 21, and the jig 73 includes an extension portion 73 a extending from the main body panel 21 to the back surface of the side wall across the side wall. Is done.

左右両側の治具73における延長部分73aそれぞれには、伸縮装置である油圧シリンダ74が鉛直方向に直列に複数個配置されており、油圧シリンダ74は、治具73の延長部分73aと側壁の裏面間で伸縮する形態で延長部分73aに取り付けられている。そして、油圧シリンダ74の伸長により、延長部分73aと側壁の裏面間の間隔が拡がることで、本体パネル21が側壁側に引きつけられ、その結果本体パネル21の左右両端が側壁に押し付けられ、本体パネル21は側壁に固定される。   A plurality of hydraulic cylinders 74, which are expansion and contraction devices, are arranged in series in the vertical direction on each of the extension portions 73a of the jigs 73 on the left and right sides. The hydraulic cylinders 74 are connected to the extension portions 73a of the jig 73 and the back surfaces of the side walls. It is attached to the extension part 73a in a form that expands and contracts between them. The extension of the hydraulic cylinder 74 increases the distance between the extended portion 73a and the back surface of the side wall, so that the main body panel 21 is attracted to the side wall. As a result, the left and right ends of the main body panel 21 are pressed against the side wall. 21 is fixed to the side wall.

また、上述の別の工事の施工手順においても、パネル本体21が取り付けられる側壁には、パネル本体21の寸法に合わせて、その設置位置にガイドレール(案内治具)23があらかじめ取り付けられ、パネル本体21は、例えばクレーンにより吊り上げられ、上部開口70aからガイドレール23に沿って側壁に取り付けられる。パネル本体21の下面の止水ゴム22が管路の底部に接触し、また、パネル本体21の左右両端面の止水ゴム22が水路の側壁に接触する。   Also in the construction procedure of the other construction described above, a guide rail (guide jig) 23 is attached in advance to the side wall to which the panel main body 21 is attached in accordance with the dimensions of the panel main body 21 at the installation position. The main body 21 is lifted by a crane, for example, and attached to the side wall along the guide rail 23 from the upper opening 70a. The water stop rubber 22 on the lower surface of the panel main body 21 contacts the bottom of the pipe line, and the water stop rubber 22 on the left and right end faces of the panel main body 21 contacts the side wall of the water channel.

さらに、パネル本体21を鉛直方向に加圧するために、上述の例と同様に、パネル本体21をまたいで両端が固定された受け台が設けられ、受け台とパネル本体21との間をつなぐように油圧シリンダ74を設置し、油圧シリンダ74を例えばモータ駆動により伸長させることにより、パネル本体21の下面が水路の底部に押しつけられて、水路の底部が止水される。   Further, in order to pressurize the panel main body 21 in the vertical direction, a cradle having both ends fixed across the panel main body 21 is provided in a manner similar to the above-described example so as to connect between the cradle and the panel main body 21. The hydraulic cylinder 74 is installed, and the hydraulic cylinder 74 is extended by, for example, a motor drive, whereby the lower surface of the panel body 21 is pressed against the bottom of the water channel and the bottom of the water channel is stopped.

次に、水路を渇水させる工事において採用される止水プラグ装置の第2の実施の形態例について説明する。第2の実施の形態例では、地下に埋設される上水管又は下水管のような暗渠型水路(管路)に用いられる止水プラグ装置であって、管路の修復、交換又は流路切替を行う区間の管路の両端に配置され、その管路区間への水流の流入を遮断し、その管路区間を渇水化させる。   Next, a description will be given of a second embodiment of a water stop plug device employed in construction for drought of a water channel. In the second embodiment, the water stop plug device is used for a culvert type water channel (pipe) such as a water pipe or a sewer pipe buried underground, and the pipe is repaired, exchanged or switched. It is arrange | positioned at the both ends of the pipe line of the area which performs, and the inflow of the water flow to the pipe line area is interrupted | blocked, and the pipe line area is drought.

図14は、第2の実施の形態例における止水プラグ装置の構成例を示す図であり、図14(a)は側面図、図14(b)はキャスタ部分を省略した止水プラグ装置本体の正面図である。第2の実施の形態例における止水プラグ装置50は、断面円形の管路内部に同心に配置される円形のパネル本体51と、パネル本体51の外周面に全周にわたって配置され、流体の注入又は排出により膨張又は収縮可能なゴム製のリング状袋体(バルーン)52と、パネル本体51の両面から全周にわたって外周方向に突出するリング状のフランジパネル53とを備え、リング状袋体52は、フランジパネル53の内面に対してずれないように固定されて配置され、流体の注入によりその外径が広がって管路の内面に押しつけられて管路を塞ぐ構成となっている。フランジパネル53には、半径方向に延びる補強リブ53aが放射状に設けられる。パネル本体51の中心には、導水孔54が設けられ、工事対象区間の両端に設置される止水プラグ装置50の導水孔54の間は、導管接続フランジ59を介して仮設の導管で連結され、その導管内を水流が流れる。仮設の導管で工事対象区間を連結する手法については、特許公報第5066658号に記載されている。また、導水孔54には、それを開閉する蓋(図示せず)が取り付けられる。蓋の構成例については、特許第4081512号に記載されている。キャスタ55は、地上から地下の管路に導入された止水プラグ装置50を、管路に沿って工事対象区間まで移動させる移動手段である。   FIG. 14 is a view showing a configuration example of a water stop plug device in the second embodiment, FIG. 14 (a) is a side view, and FIG. 14 (b) is a water stop plug device main body in which a caster portion is omitted. FIG. The water stop plug device 50 according to the second embodiment includes a circular panel body 51 disposed concentrically inside a pipe having a circular cross section, and is disposed over the entire outer periphery of the panel body 51 to inject fluid. Alternatively, the ring-shaped bag body 52 includes a rubber ring-shaped bag body (balloon) 52 that can be expanded or contracted by discharging, and a ring-shaped flange panel 53 that protrudes from the both sides of the panel body 51 in the outer circumferential direction. Is fixed and arranged so as not to be displaced with respect to the inner surface of the flange panel 53. The outer diameter of the flange panel 53 is increased by injection of fluid and is pressed against the inner surface of the pipe to close the pipe. The flange panel 53 is radially provided with reinforcing ribs 53a extending in the radial direction. Water guide holes 54 are provided in the center of the panel body 51, and the water guide holes 54 of the water stop plug device 50 installed at both ends of the construction target section are connected by a temporary conduit via a conduit connection flange 59. A water stream flows through the conduit. A technique for connecting construction target sections with a temporary conduit is described in Japanese Patent Publication No. 5066658. In addition, a lid (not shown) that opens and closes the water guide hole 54 is attached. A configuration example of the lid is described in Japanese Patent No. 4081512. The caster 55 is a moving means for moving the water stop plug device 50 introduced from the ground to the underground pipeline to the construction target section along the pipeline.

図15は、リング状袋体52の周辺を含む止水プラグ装置50の部分断面図であり、図14の点線囲み部分Aの詳細断面図である。リング状袋体52は、所定強度を有するゴム製であり、好ましくは、補強用のいわゆる簾織物入り加工されたものを用いることで、過剰水圧・空気圧による変形を防ぐことができる。止水プラグ装置50を所定位置に設置した後、リング状袋体52に空気などの流体を圧入し、膨張させることで、リング状袋体52が管路の内壁に密着し、止水される。   FIG. 15 is a partial cross-sectional view of the water stop plug device 50 including the periphery of the ring-shaped bag body 52, and is a detailed cross-sectional view of a dotted line encircled portion A in FIG. The ring-shaped bag body 52 is made of rubber having a predetermined strength, and can be prevented from being deformed by excessive hydraulic pressure or air pressure, preferably by using a so-called woven fabric-reinforced material for reinforcement. After the water stop plug device 50 is installed at a predetermined position, a fluid such as air is press-fitted into the ring-shaped bag body 52 and inflated, so that the ring-shaped bag body 52 comes into close contact with the inner wall of the pipe and is stopped. .

リング状袋体52のフランジパネル53に接する面には、例えばボルトである金具56が固定して取り付けられている。金具56は、図15(b)に示すように、全周にわたって等間隔に複数箇所取り付けられている。金具56の取り付け位置に対応するフランジパネル53の位置は金具56が貫通する孔57が穿たれており、金具56を孔57に嵌合させ、ナット58で締め付けることにより、リング状袋体52は、フランジパネル53に対して位置ズレしないように固定されて取り付けられる。リング状袋体52に空気などの流体を圧入し膨張させる際、リング状袋体52がよじれることなく膨張し、フランジパネル53に均等に接触することで、リング状袋体52の破裂や、不均等な膨張に起因する密着不足による漏水を防止することができる。特に直径4000mmを超えるような大口径の管路の止水に本止水プラグ装置50を適用する場合、周長さが相対的に長くなるリング状袋体52に対して、よじれのない均等な膨張を担保することができる。   A metal fitting 56, for example, a bolt, is fixedly attached to the surface of the ring-shaped bag body 52 that contacts the flange panel 53. As shown in FIG. 15B, the metal fittings 56 are attached at a plurality of positions at equal intervals over the entire circumference. The position of the flange panel 53 corresponding to the mounting position of the metal fitting 56 is formed with a hole 57 through which the metal fitting 56 passes. By fitting the metal fitting 56 into the hole 57 and tightening with the nut 58, the ring-shaped bag body 52 is The flange panel 53 is fixed and attached so as not to be misaligned. When a fluid such as air is press-fitted into the ring-shaped bag body 52 and expanded, the ring-shaped bag body 52 expands without being kinked and contacts the flange panel 53 evenly. Water leakage due to insufficient adhesion due to uniform expansion can be prevented. In particular, when the water stop plug device 50 is applied to the water stop of a large-diameter pipe having a diameter exceeding 4000 mm, the ring-shaped bag body 52 having a relatively long peripheral length is not twisted evenly. Expansion can be secured.

さらに、フランジパネル53の外周縁部に全周にわたって管路の内壁面と接触するリング状ゴム60が設けられる。リング状ゴム60を支持するリング押えフランジ61がボルト62によりフランジパネル53の外周縁部に取り付けられ、リング状ゴム60は、リング押えフランジ61と当接し、リング押えフランジ61をボルト62によりフランジパネル53側に締め付けて押し込むことで、リング状ゴム60が、フランジパネル53に対して押しつけられる。フランジパネル53の外周縁部には、リング状ゴム60が押しつけられる傾斜面を有する傾斜部材64が設けられ、ボルト62を締め付けることでリング状ゴム60がフランジパネル53の傾斜面64に押しつけられる。リング状ゴム60を押しつけることで、リング状ゴム60の断面が変形し、管路の内壁面に密着して押しつけられ、管路の内壁面とフランジパネル53の外周縁部との隙間が塞がれて管路が塞がれる。すなわち、リング状ゴム60によっても、管路の止水が行われ、リング状袋体52とリング状ゴム60の両方による二重の止水構造となり、管路の確実な止水が実現される。   Further, a ring-shaped rubber 60 is provided on the outer peripheral edge of the flange panel 53 so as to be in contact with the inner wall surface of the pipe over the entire circumference. A ring retainer flange 61 that supports the ring rubber 60 is attached to the outer peripheral edge of the flange panel 53 by a bolt 62. The ring rubber 60 abuts the ring retainer flange 61, and the ring retainer flange 61 is flanged by the bolt 62. The ring-shaped rubber 60 is pressed against the flange panel 53 by being tightened and pushed into the 53 side. An inclined member 64 having an inclined surface against which the ring-shaped rubber 60 is pressed is provided at the outer peripheral edge of the flange panel 53, and the ring-shaped rubber 60 is pressed against the inclined surface 64 of the flange panel 53 by tightening the bolts 62. By pressing the ring-shaped rubber 60, the cross-section of the ring-shaped rubber 60 is deformed and pressed in close contact with the inner wall surface of the pipeline, and the gap between the inner wall surface of the pipeline and the outer peripheral edge of the flange panel 53 is closed. And the pipeline is blocked. That is, the ring-shaped rubber 60 also stops the pipe line, and a double water-stop structure is formed by both the ring-shaped bag body 52 and the ring-shaped rubber 60, thereby realizing reliable water stop of the pipe line. .

本発明は、上記実施の形態に限定されるものではなく、本発明の分野における通常の知識を有する者であれば想到し得る各種変形、修正を含む要旨を逸脱しない範囲の設計変更があっても、本発明に含まれることは勿論である。   The present invention is not limited to the above-described embodiment, and there are design changes within a range that does not depart from the gist including various modifications and corrections that can be conceived by those who have ordinary knowledge in the field of the present invention. Of course, it is included in the present invention.

11:1系水路、12:2系水路、13:仮設水路、14:仮設水路、15:ゲート、20:バッフル型止水プラグ装置、21:パネル本体、22:止水ゴム、23:ガイドレール(案内治具)、24:油圧シリンダ、25:受け台、30:ボックス型止水プラグ装置、31:パネル本体、32:止水ゴム、33:固定金具、34:治具、35:柱状部材、36:止水ゴム、37:油圧シリンダ、38:ガイドレール(案内治具)、39:油圧シリンダ、40:受け台、44:油圧シリンダ、50:止水プラグ装置、51:パネル本体、52:リング状袋体、53:フランジパネル、54:導水孔、56:金具、57:孔、58:ナット、59:導管接続フランジ、60:リング状ゴム、61:リング押さえフランジ、62:ボルト、64:傾斜部材、70:水路、71:新設構造物、72:分岐管、73:治具、74:油圧シリンダ   11: 1 system water channel, 12: 2 system water channel, 13: Temporary water channel, 14: Temporary water channel, 15: Gate, 20: Baffle type water stop plug device, 21: Panel body, 22: Water stop rubber, 23: Guide rail (Guide jig), 24: hydraulic cylinder, 25: cradle, 30: box-type water stop plug device, 31: panel body, 32: water stop rubber, 33: fixing bracket, 34: jig, 35: columnar member 36: water stop rubber, 37: hydraulic cylinder, 38: guide rail (guide jig), 39: hydraulic cylinder, 40: cradle, 44: hydraulic cylinder, 50: water stop plug device, 51: panel main body, 52 : Ring-shaped bag body, 53: flange panel, 54: water guide hole, 56: metal fitting, 57: hole, 58: nut, 59: conduit connection flange, 60: ring-shaped rubber, 61: ring pressing flange, 62: bolt, 64: Diagonal member, 70: waterways, 71: new structures, 72: branch pipe 73: jig, 74: hydraulic cylinder

Claims (5)

断面円形の管路内部に同心に配置される円形のパネル本体と、
前記パネル本体の外周面に全周にわたって配置され、流体の注入又は排出により膨張又は収縮可能なリング状袋体と、
前記パネル本体の両面から全周にわたって外周方向に突出するリング状のフランジパネルとを備え、
前記リング状袋体は、前記フランジパネルの内面に対してずれないように固定されて配置され、流体の注入によりその外径が広がって管路の内面に押しつけられて前記管路を塞ぐことを特徴とすることを特徴とする止水プラグ装置。
A circular panel body concentrically arranged inside a pipe having a circular cross section;
A ring-shaped bag body that is arranged over the entire circumference on the outer peripheral surface of the panel body and that can be expanded or contracted by injecting or discharging fluid; and
A ring-shaped flange panel protruding in the outer circumferential direction from both sides of the panel main body,
The ring-shaped bag body is fixed and arranged so as not to be displaced with respect to the inner surface of the flange panel. The outer diameter of the ring-shaped bag body is expanded by injection of fluid and is pressed against the inner surface of the pipe line to block the pipe line. A water-stop plug device characterized by being characterized.
前記リング状袋体は、前記フランジパネルに対して金具により固定されることを特徴とする請求項1に記載の止水プラグ装置。   The water stop plug device according to claim 1, wherein the ring-shaped bag body is fixed to the flange panel by a metal fitting. 前記フランジパネルの外周縁部に全周にわたって前記管路の内面と接触するリング状ゴムが設けられ、
前記リング状ゴムが前記フランジパネルに対して押しつけられることで、前記管路の内面と前記フランジパネルの外周縁部との隙間が塞がれて前記管路を塞ぐことを特徴とする請求項1又は2に記載の止水プラグ装置。
A ring-shaped rubber that is in contact with the inner surface of the pipe line is provided over the entire circumference on the outer peripheral edge of the flange panel,
The ring-shaped rubber is pressed against the flange panel, whereby a gap between an inner surface of the pipe line and an outer peripheral edge of the flange panel is closed to close the pipe line. Or the water stop plug apparatus of 2.
前記フランジパネルの外周縁部に前記リング状ゴムが押しつけられる傾斜面が設けられることを特徴とする請求項3に記載の止水プラグ装置。   The water stop plug device according to claim 3, wherein an inclined surface against which the ring-shaped rubber is pressed is provided on an outer peripheral edge portion of the flange panel. 前記リング状ゴムを支持するリング押さえフランジがボルトにより前記フランジパネルの外周縁部に取り付けられ、前記ボルトを締め付けることで前記リング状ゴムが前記フランジパネルの前記傾斜面に押しつけられることを特徴とする請求項4に記載の止水プラグ装置。
A ring pressing flange that supports the ring-shaped rubber is attached to an outer peripheral edge portion of the flange panel by a bolt, and the ring-shaped rubber is pressed against the inclined surface of the flange panel by tightening the bolt. The water stop plug device according to claim 4.
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Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53105029U (en) * 1977-01-24 1978-08-24
JPS6260790U (en) * 1985-10-07 1987-04-15
JPS6314097U (en) * 1986-07-11 1988-01-29
JPS6432994U (en) * 1987-08-24 1989-03-01
JPH066888U (en) * 1991-12-12 1994-01-28 シビル安全機材株式会社 Blind plug for pipeline
JP2001082673A (en) * 1999-09-08 2001-03-30 Ashimori Ind Co Ltd Repairing method of conduit
JP2006292113A (en) * 2005-04-13 2006-10-26 Toyo Tire & Rubber Co Ltd Passage blocking device and passage blocking method
US20090152189A1 (en) * 2007-12-12 2009-06-18 Cummins Filtration Ip, Inc. Laterally sealing gasket interface
JP2012122596A (en) * 2010-12-10 2012-06-28 Ashimori Industry Co Ltd Water cut-off method and water cut-off device for pipeline

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53105029U (en) * 1977-01-24 1978-08-24
JPS6260790U (en) * 1985-10-07 1987-04-15
JPS6314097U (en) * 1986-07-11 1988-01-29
JPS6432994U (en) * 1987-08-24 1989-03-01
JPH066888U (en) * 1991-12-12 1994-01-28 シビル安全機材株式会社 Blind plug for pipeline
JP2001082673A (en) * 1999-09-08 2001-03-30 Ashimori Ind Co Ltd Repairing method of conduit
JP2006292113A (en) * 2005-04-13 2006-10-26 Toyo Tire & Rubber Co Ltd Passage blocking device and passage blocking method
US20090152189A1 (en) * 2007-12-12 2009-06-18 Cummins Filtration Ip, Inc. Laterally sealing gasket interface
JP2012122596A (en) * 2010-12-10 2012-06-28 Ashimori Industry Co Ltd Water cut-off method and water cut-off device for pipeline

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