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JP3849966B2 - Indefinite water installation method for gates - Google Patents
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JP3849966B2 - Indefinite water installation method for gates - Google Patents

Indefinite water installation method for gates Download PDF

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Publication number
JP3849966B2
JP3849966B2 JP2000145808A JP2000145808A JP3849966B2 JP 3849966 B2 JP3849966 B2 JP 3849966B2 JP 2000145808 A JP2000145808 A JP 2000145808A JP 2000145808 A JP2000145808 A JP 2000145808A JP 3849966 B2 JP3849966 B2 JP 3849966B2
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Prior art keywords
pipe
gate
water
outlet
flow
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JP2000145808A
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Japanese (ja)
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JP2001323444A (en
Inventor
清治 清水
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Maezawa Industries Inc
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Maezawa Industries Inc
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Description

【0001】
【発明の属する技術分野】
本発明は、水流を止めることなくゲートの設置を可能とするゲートの不断水設置工法に関するものである。
【0002】
【従来の技術】
下水路や上水路、工業用水路などにおいては水の流量をコントロールする目的で、水路を開放、閉止するゲートが設けられている場合が多い。ゲートの一例としては図4に示すように、扉体52と、扉体52を昇降自在に左右から挟む支柱となる戸当り53から構成されるゲート51が一般的であり、壁面に形成された開口部54にあてがわれて設置され、図示しない開閉機により扉体52が上下に昇降することで、水路の開放、閉止及び流量のコントロールが行われるようになっている。
【0003】
そして、従来、新規にゲート51を壁面に新設する場合、或いは既設のゲートが老朽化して新規なゲートと交換作業を行う場合などにおいては、一旦、上流側で水の流れをせき止め、水を断った状態でゲートの据付作業を行うという方法が採られていた。
【0004】
【発明が解決しようとする課題】
このように、従来は、一旦、上流側で水をせき止めてしまうために、ゲートの設置工事期間中は下流側に水が流れず、施設の機能が一時的に停止してしまうという問題があった。特に、ゲートの据付にはコンクリート等が使用されるので、その養生時間なども含めて据付期間は長期にわたるのが一般的であり、この間、水の供給がストップしてしまうのは問題である。
【0005】
本発明は、このような問題を解決するために創作されたものであり、ゲート室の流出口側にゲートを設置するに当たり、簡単な作業で済み、水を流したままゲートの設置が可能となるゲートの不断水設置工法を提供することを目的としている。
【0006】
【課題を解決するための手段】
本発明は前記課題を解決するため、ゲート室にゲートを設置するに当たり、(1)ゲート室において流入口と流出口とを封水処理を施したうえで流路管により連通させる工程、(2)ゲート室内の水を排水するとともに、前記流路管の内部に止水プラグを設置して流路管内を止水する工程、(3)流出口に取り付けられた前記流路管の一部を流出口から一旦外した後、流出口或いは流入口にゲートを仮設する工程、(4)流出口から一旦外した前記流路管の一部を再び封水処理を施して流出口に取り付けた後、流路管から止水プラグを除去する工程、をそれぞれ、その順序で行うゲートの不断水設置工法を構成した。
【0007】
また、前記流路管を伸縮自在な多重管から構成した。
【0008】
【発明の実施の形態】
本発明について3つの実施形態例を示して説明する。図1は第1の実施の形態における側断面説明図、図2は第2の実施の形態における側断面説明図、図3は第3の実施の形態における側断面説明図である。
【0009】
本発明のゲートの不断水設置工法は、ゲート室において流入口と流出口とを封水処理を施したうえで流路管により連通させる工程(以降、第1工程という)、ゲート室内の水を排水するとともに、前記流路管の内部に止水プラグを設置して流路管内を止水する工程(以降、第2工程という)、流出口に取り付けられた前記流路管の一部を流出口から一旦外した後、流出口或いは流入口にゲートを仮設する工程(以降、第3工程という)、流出口から一旦外した前記流路管の一部を再び封水処理を施して流出口に取り付けた後、流路管から止水プラグを除去する工程(以降、第4工程という)をそれぞれ、その順序で行うことを特徴とする。
【0010】
[第1の実施の形態]
「第1工程」
図1(a)は第1工程を行う前のゲート室1の状態を示し、水路が開放され、ゲート室1が水で満たされている状態にある。ゲート室1において上流側には流入口2が、下流側には下流室41に通ずる流出口3が形成されている。なお、本形態における流入口2は上流配管4の管口となっている。先ず、この状態から水中服等を装着した作業者が図1(b)に示すように、流入口2と流出口3とを流路管5により連通させる。流路管5は伸縮自在な多重管から構成されるものであり、本形態においては流入口2側に取り付けられる導水管6と、流出口3側に取り付けられるスリーブ管7からなる二重管としてある。
【0011】
具体的に説明すると、導水管6の管径は上流配管4の管径よりも小径であり、導水管6の端部を上流配管4内に挿入し、導水管6の外周と上流配管4の内周との間に形成される隙間をシール部材8により封水処理を施す。スリーブ管7は導水管6の外周側にスライド自在に外嵌しており、スリーブ管7を導水管6から引き伸ばした状態で、スリーブ管7の端部を流出口3に挿通させ、スリーブ管7の外周と流出口3の内縁との間に形成される隙間をシール部材9により封水処理を施す。以上の工程を終了した時点で、水は上流配管4→流路管5→下流室41と流れ、ゲート室1には作業中に満たされていた水がそのまま残った状態となる。なお、導水管6とスリーブ管7が重なる部分の隙間は極くわずかなので漏水量も少量であるが、状況によってはこの隙間部に封水処理が施される。また、シール部材8,9としては合成ゴムなどの弾性体が挙げられる。本形態では環状(浮き輪状)を呈したエアバッグとしてあり、それぞれ流入口2及び流出口3の部位に設置したうえでエアを圧送することによりシール部材8,9を膨脹させて封水する態様となっている。
【0012】
「第2工程」
次いで、図1(b)に示すように、ゲート室1に水中ポンプ10を設置して、ゲート室1内に溜まった水を外部(例えば下流室41側)に排水する。また、水中服等を装着した作業者が例えば下流室41側から図1(c)に示すように、流路管5(本形態では導水管6)の内部に止水プラグ11を挿入して、流路管5内の水流を止水する。止水プラグ11としては、合成ゴムなどの弾性体が挙げられる。本形態では前記シール部材8,9の場合と同様にエアバッグ式としてあり、流路管5内の所定位置においてエアを圧送することにより止水プラグ11を膨脹させて管内の流路を閉塞させる態様となっている。止水プラグ11の配設位置は勿論、スリーブ管7側でも良く、その場合、図1(d)に示されるように、スリーブ管7を縮めたときに導水管6との干渉をさけるため、スリーブ管7の端部(図1における左端)に設ければ良い。
【0013】
以上の水中ポンプ10による排水作業と止水プラグ11の設置作業の順序は特に問わず、作業効率面からいえば同時に行うことが望ましい。しかし、ゲート室1が比較的大きな部屋で、排水する水の量が多い場合には排水時間が長くなるので、初期の段階で止水プラグ11を設置すると排水している長時間の間、下流室41側に水が流れず、ゲートの不断水設置という本来の目的から外れてしまうことにもなる。そのような場合には、水中ポンプ10による排水完了間際に止水プラグ11を設置すれば良い。
【0014】
「第3工程」
第2工程が終了したら、シール部材9を除去し、流出口3に取り付けられた流路管5の一部、すなわちスリーブ管7の端部を流出口3から一旦外す作業が行われ、それはスリーブ管7を導水管6側にスライドさせて縮めることによりなされる(図1(d)の状態)。これにより、流出口3回りの空間が開放されることになり、ゲート51(図4参照)を流出口3に仮設する(図1(e)の状態)。流出口3に例えば老朽化したゲートが既に据え付けられていた場合には、この流出口3回りの空間が開放された時点で取り外し、新規なゲート51を仮設することとなる。また、ゲート51を流入口2側に設置することも可能であり、戸当り53(図4)を流路管5回りに通しながら搬送して流入口2に仮設する(図1(e)に仮想線にて示す)。なお、本発明でいうゲートの仮設とは、単にゲート51を流出口3(或いは流入口2)にあてがうだけに過ぎず、正確な位置決めや壁面への取り付け作業は一切行わない。したがって、この間の断水時間は極く短いものとなっている。
【0015】
「第4工程」
ゲート51を流出口3に仮設したら、ゲート51の扉体52を上部に位置させたうえで、スリーブ管7を再び引き伸ばしてその端部を流出口3に挿通させ、シール部材9により封水処理を施した後、止水プラグ11のエアを抜いて流路管5から止水プラグ11を除去する。以上により、水は再び上流配管4→流路管5→下流室41と流れ、以降、作業者はドライな状態となったゲート室1において、ゲート51の正確な位置決め作業や壁面への取り付け作業、扉体52を昇降させる電動式の開閉機12の設置作業に取りかかることになり、これによりゲート51の不断水設置が実現される。
【0016】
以上のような第1工程〜第4工程をそれぞれその順序で行う構成とすれば、簡単なゲートの不断水設置工法が実現されることとなる。特に、第2工程において前記したように水中ポンプ10等によるゲート室1内に溜まった水の排水時間が長い場合であっても、その長時間の間、流路管5を介して水を下流側に流すことができるという効果が奏される。また、流路管5を伸縮自在な多重管から構成することで、より簡単でスピーディーな不断水設置工法を構築できる。
【0017】
[第2の実施の形態]
本形態は、流路管5を、ボルトにより互いに連結される複数のフランジ管から構成した形態である。なお、流入口2や流出口3,上流配管4の配設態様や、シール部材8,9及び止水プラグ11の構成は第1の実施形態と同様であり、同一の符号を付して、その説明も省略する。
【0018】
「第1工程」
図2(a)の状態から、水中服等を装着した作業者が図2(b)に示すように複数のフランジ管、本形態では3本のフランジ管15a〜15cを上流側から順に位置させ、先ず、フランジ管15aの一端側をシール部材8を介して流入口2に取り付ける一方、フランジ管15cの一端側をシール部材9を介して流出口3に取り付け、フランジ管15aとフランジ管15cとの間にフランジ管15bを挿入して互いのフランジ部同士をボルト16により締結固定する。これによりフランジ管15a〜15cからなる流路管5が流入口2と流出口3を連通し、水は上流配管4→流路管5→下流室41と流れ、ゲート室1には作業中に満たされていた水がそのまま残った状態となる。
【0019】
「第2工程」
次いで、図2(b)に示すように、水中ポンプ10でゲート室1内に溜まった水を外部に排水するとともに、水中服等を装着した作業者が下流室41側から図2(c)に示すように、フランジ管15aの内部に止水プラグ11を位置させエアを圧送して膨脹させ流路管5における水流を止水する。
【0020】
「第3工程」
第2工程が終了したら、ボルト16を外してフランジ管15bを撤去し、次いでシール部材9を除去してフランジ管15cを流出口3から取り外す(図2(d)の状態)。これにより、流出口3回りの空間が開放されることになり、ゲート51を流出口3に仮設する(図2(e)の状態)。無論、第1実施形態の場合と同様に流入口2側に仮設することも可能である。
【0021】
「第4工程」
ゲート51を流出口3に仮設したら、扉体52を上部に位置させたうえで、フランジ管15cの一端側をシール部材9を介して流出口3に再び取り付け、フランジ管15bをボルト16により締結固定する。その後、止水プラグ11のエアを抜いてフランジ管15aから止水プラグ11を除去する。以上により、水は再び上流配管4→流路管5→下流室41と流れ、以降、作業者はドライな状態となったゲート室1において、ゲート51の設置作業にかかる。
【0022】
[第3の実施の形態]
本形態は、流路管5を、可撓性を有した管材から構成した形態である。本形態においても、流入口2や流出口3,上流配管4の配設態様や、シール部材8,9及び止水プラグ11の構成は第1及び第2の実施形態と同様であり、同一の符号を付して、その説明も省略する。
【0023】
「第1工程」
図3(a)の状態から、水中服等を装着した作業者が図3(b)に示すように流路管5によりそれぞれシール部材8,9を介設して流入口2と流出口3を連通する。流路管5は合成樹脂材からなる管、例えばビニル管やゴム管などの可撓性を有した管材や、或いは、可撓性を備え、かつ伸縮自在な蛇腹形状を呈した管材等である。可撓性を有した管材とすることで、例えば流入口2と流出口3の位置が互いに上下方向にずれている場合であっても対応できるようになる。
【0024】
「第2工程」
次いで、図3(b)に示すように、水中ポンプ10でゲート室1内に溜まった水を外部に排水するとともに、水中服等を装着した作業者が下流室41側から図3(c)に示すように、流路管5の内部に止水プラグ11を位置させエアを圧送して膨脹させ流路管5における水流を止水する。
【0025】
「第3工程」
第2工程が終了したら、シール部材9を除去して流路管5の端部を流出口3から取り外す(図3(d)の状態)。ゲート室1が比較的大きく、つまり流入口2と流出口3との距離が大きい場合には流路管5の長さが長くなるためその分撓みやすくなり、流出口3からの取り外しも容易となる。そして、ゲート51を流出口3に仮設する(図3(e)の状態)。無論、本形態においてもゲート51を流入口2側に仮設可能である。
【0026】
「第4工程」
ゲート51を流出口3に仮設したら、扉体52を上部に位置させたうえで、流路管5の端部をシール部材9を介して流出口3に再び取り付け、止水プラグ11のエアを抜いて流路管5から止水プラグ11を除去する。以上により、水は再び上流配管4→流路管5→下流室41と流れ、以降、作業者はドライな状態となったゲート室1において、ゲート51の設置作業にかかる。
【0027】
以上、本発明について好適となる3つの実施形態を説明したが、本発明はこれらの実施形態に限られることなく、その趣旨を逸脱しない範囲で、適宜設計変更が可能である。
【0028】
【発明の効果】
本発明によれば簡単な作業でゲートの不断水設置工法が実現されることとなる。また、水中ポンプ等による排水作業の間でも流路管を介して水を下流側に流すことができるようになる。さらに、流路管を伸縮自在な多重管から構成することで、より簡単でスピーディーな不断水設置工法を構築できる。
【図面の簡単な説明】
【図1】第1の実施の形態における側断面説明図である。
【図2】第2の実施の形態における側断面説明図である。
【図3】第3の実施の形態における側断面説明図である。
【図4】壁面にゲートを設置する際の斜視説明図である。
【符号の説明】
1 ゲート室
2 流入口
3 流出口
4 上流配管
5 流路管
6 導水管
7 スリーブ管
8,9 シール部材
10 水中ポンプ
11 止水プラグ
12 開閉機
51 ゲート
52 扉体
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a continuous water installation method for a gate that enables the gate to be installed without stopping the water flow.
[0002]
[Prior art]
In many cases, a sewer, an upper waterway, an industrial waterway, and the like are provided with gates for opening and closing the waterway for the purpose of controlling the flow rate of water. As an example of the gate, as shown in FIG. 4, a gate 51 composed of a door body 52 and a door stop 53 that serves as a support for sandwiching the door body 52 from the left and right is generally formed and formed on a wall surface. The door body 52 is moved up and down by an opening / closing device (not shown) so as to be opened and closed, and the flow rate is controlled.
[0003]
Conventionally, when a new gate 51 is newly installed on the wall surface, or when an existing gate is aged and replaced with a new gate, the water flow is once blocked and the water is cut off. In this state, the gate was installed in a state where it was installed.
[0004]
[Problems to be solved by the invention]
In this way, conventionally, since the water is once blocked on the upstream side, there is a problem that the facility function is temporarily stopped because the water does not flow downstream during the gate installation work. It was. In particular, since concrete or the like is used for installing the gate, the installation period including the curing time is generally long, and it is a problem that the supply of water stops during this period.
[0005]
The present invention was created in order to solve such a problem, and in installing the gate on the outlet side of the gate chamber, simple work is required, and the gate can be installed with water flowing. The purpose is to provide a continuous water installation method for the gate.
[0006]
[Means for Solving the Problems]
In order to solve the above-described problems, the present invention provides (1) a step of performing a sealing treatment between the inlet and the outlet in the gate chamber and then communicating with the channel pipe in the gate chamber. ) Draining the water in the gate chamber and installing a water stop plug inside the channel pipe to stop the inside of the channel pipe; (3) a part of the channel pipe attached to the outlet A step of temporarily setting a gate at the outlet or the inlet after being removed from the outlet; (4) after a part of the channel pipe once removed from the outlet is subjected to sealing treatment and attached to the outlet The step of removing the water stop plug from the flow path pipe was performed in that order.
[0007]
Further, the flow channel tube is composed of a telescopic multiple tube.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
The present invention will be described with reference to three exemplary embodiments. FIG. 1 is an explanatory side sectional view of the first embodiment, FIG. 2 is an explanatory side sectional view of the second embodiment, and FIG. 3 is an explanatory side sectional view of the third embodiment.
[0009]
The continuous water installation method of the gate according to the present invention includes a step of sealing the inlet and outlet in the gate chamber and then communicating with the channel pipe (hereinafter referred to as the first step), and water in the gate chamber. In addition to draining, a step of installing a water stop plug inside the channel pipe to stop the inside of the channel pipe (hereinafter referred to as the second step), and a part of the channel pipe attached to the outlet After temporarily removing from the outlet, a step of temporarily installing a gate at the outlet or inlet (hereinafter referred to as the third step), a part of the channel pipe once removed from the outlet is subjected to sealing treatment again, and the outlet After the attachment, the step of removing the water stop plug from the flow pipe (hereinafter referred to as the fourth step) is performed in that order.
[0010]
[First Embodiment]
"First step"
Fig.1 (a) shows the state of the gate chamber 1 before performing a 1st process, and is in the state by which the water channel was open | released and the gate chamber 1 was satisfy | filled with water. In the gate chamber 1, an inflow port 2 is formed on the upstream side, and an outflow port 3 communicating with the downstream chamber 41 is formed on the downstream side. In addition, the inflow port 2 in this form is a tube port of the upstream piping 4. First, from this state, an operator wearing underwear or the like causes the inflow port 2 and the outflow port 3 to communicate with each other through the flow channel pipe 5 as shown in FIG. The flow path pipe 5 is composed of a telescopic multiple pipe. In this embodiment, the flow path pipe 5 is a double pipe comprising a water guide pipe 6 attached to the inlet 2 side and a sleeve pipe 7 attached to the outlet 3 side. is there.
[0011]
More specifically, the pipe diameter of the conduit pipe 6 is smaller than the pipe diameter of the upstream pipe 4, the end of the conduit pipe 6 is inserted into the upstream pipe 4, and the outer periphery of the conduit pipe 6 and the upstream pipe 4 Sealing treatment is performed on the gap formed between the inner periphery and the sealing member 8. The sleeve tube 7 is slidably fitted on the outer peripheral side of the water guide tube 6, and the sleeve tube 7 is extended from the water guide tube 6, and the end of the sleeve tube 7 is inserted into the outflow port 3. The sealing member 9 seals the gap formed between the outer periphery of the gas outlet and the inner edge of the outlet 3. When the above steps are completed, the water flows from the upstream pipe 4 to the flow channel pipe 5 to the downstream chamber 41, and the gate chamber 1 is left with the water filled during the operation. In addition, since the gap | interval of the part with which the conduit pipe 6 and the sleeve pipe 7 overlap is very small, the amount of water leakage is also small, but depending on the situation, a sealing process is performed on this gap part. The seal members 8 and 9 include elastic bodies such as synthetic rubber. In this embodiment, the air bag has an annular shape (floating ring shape), and is installed at the site of the inlet 2 and the outlet 3 and then inflated the sealing members 8 and 9 by sealing the water by pumping the air. It has become.
[0012]
"Second step"
Next, as shown in FIG. 1B, a submersible pump 10 is installed in the gate chamber 1 to drain water accumulated in the gate chamber 1 to the outside (for example, the downstream chamber 41 side). Further, for example, as shown in FIG. 1 (c), an operator wearing underwear or the like inserts a water stop plug 11 into the flow channel pipe 5 (the water guide pipe 6 in this embodiment) from the downstream chamber 41 side. The water flow in the flow channel pipe 5 is stopped. Examples of the water stop plug 11 include an elastic body such as synthetic rubber. In this embodiment, as in the case of the sealing members 8 and 9, an airbag type is used, and the water stop plug 11 is inflated by pumping air at a predetermined position in the flow path pipe 5 to close the flow path in the pipe. It is an aspect. The disposition position of the water stop plug 11 may of course be on the sleeve tube 7 side. In that case, as shown in FIG. 1 (d), in order to avoid interference with the water guide tube 6 when the sleeve tube 7 is contracted, What is necessary is just to provide in the edge part (left end in FIG. 1) of the sleeve pipe | tube 7. FIG.
[0013]
The order of the drainage work by the submersible pump 10 and the installation work of the water stop plug 11 is not particularly limited, and it is desirable to perform them simultaneously from the viewpoint of work efficiency. However, if the gate chamber 1 is a relatively large room and the amount of water to be drained is large, the drainage time becomes long. Therefore, if the water stop plug 11 is installed in the initial stage, the drainage time will be reduced for a long time. Water does not flow to the chamber 41 side, and the original purpose of the continuous water installation of the gate is lost. In such a case, the water stop plug 11 may be installed just before the drainage by the submersible pump 10 is completed.
[0014]
"Third step"
When the second step is completed, the seal member 9 is removed, and a part of the flow path pipe 5 attached to the outlet 3, that is, the end of the sleeve pipe 7 is temporarily removed from the outlet 3. This is done by sliding the pipe 7 toward the conduit pipe 6 and contracting it (state shown in FIG. 1 (d)). Thereby, the space around the outlet 3 is opened, and the gate 51 (see FIG. 4) is temporarily installed in the outlet 3 (the state shown in FIG. 1E). If, for example, an aging gate has already been installed at the outlet 3, it is removed when the space around the outlet 3 is opened, and a new gate 51 is temporarily installed. In addition, the gate 51 can be installed on the inlet 2 side, and the door stop 53 (FIG. 4) is conveyed while passing around the channel pipe 5 and temporarily installed in the inlet 2 (FIG. 1 (e)). (Indicated by virtual lines). Note that the temporary provision of the gate in the present invention merely means that the gate 51 is applied to the outlet 3 (or the inlet 2), and no precise positioning or attachment to the wall surface is performed. Therefore, the water cutoff time during this period is extremely short.
[0015]
"4th process"
Once the gate 51 is temporarily installed at the outlet 3, the door body 52 of the gate 51 is positioned at the top, the sleeve tube 7 is stretched again, and the end of the sleeve 51 is inserted into the outlet 3. Then, the water stop plug 11 is removed from the flow path pipe 5 by removing the air from the water stop plug 11. As described above, the water again flows from the upstream pipe 4 to the flow channel pipe 5 to the downstream chamber 41. Thereafter, the operator accurately positions the gate 51 and attaches it to the wall surface in the dry gate chamber 1. Then, the installation work of the electric switch 12 that raises and lowers the door body 52 will be started, and thereby, the uninterrupted water installation of the gate 51 is realized.
[0016]
If it is set as the structure which performs the above 1st processes-the 4th processes in the order, respectively, the continuous water installation construction method of a simple gate will be implement | achieved. In particular, as described above in the second step, even when the drainage time of the water accumulated in the gate chamber 1 by the submersible pump 10 or the like is long, the water is discharged downstream through the channel pipe 5 for the long time. The effect that it can flow to the side is produced. In addition, by constructing the flow path pipe 5 from an expandable and contractible multiple pipe, a simpler and speedy continuous water installation method can be constructed.
[0017]
[Second Embodiment]
In this embodiment, the flow channel pipe 5 is constituted by a plurality of flange pipes connected to each other by bolts. In addition, the arrangement | positioning aspect of the inflow port 2, the outflow port 3, the upstream piping 4, and the structure of the sealing members 8 and 9 and the water stop plug 11 are the same as that of 1st Embodiment, attaches | subjects the same code | symbol, The description is also omitted.
[0018]
"First step"
From the state of FIG. 2 (a), an operator wearing underwater clothing or the like places a plurality of flange pipes, in this embodiment, three flange pipes 15a to 15c in order from the upstream side as shown in FIG. 2 (b). First, one end side of the flange pipe 15a is attached to the inlet 2 via the seal member 8, while one end side of the flange pipe 15c is attached to the outlet 3 via the seal member 9, and the flange pipe 15a and the flange pipe 15c The flange tube 15b is inserted between the flange portions, and the flange portions are fastened and fixed by bolts 16. As a result, the flow path pipe 5 composed of the flange pipes 15a to 15c communicates the inlet 2 and the outlet 3, the water flows from the upstream pipe 4 to the flow path pipe 5 → the downstream chamber 41, and in the gate chamber 1 during operation. The filled water remains as it is.
[0019]
"Second step"
Next, as shown in FIG. 2 (b), the water accumulated in the gate chamber 1 is drained to the outside by the submersible pump 10, and an operator wearing underwater clothing or the like is shown in FIG. 2 (c) from the downstream chamber 41 side. As shown in FIG. 3, the water stop plug 11 is positioned inside the flange pipe 15a, and air is pumped to expand the water so that the water flow in the flow path pipe 5 is stopped.
[0020]
"Third step"
When the second step is completed, the bolt 16 is removed, the flange tube 15b is removed, the seal member 9 is then removed, and the flange tube 15c is removed from the outlet 3 (state shown in FIG. 2D). Thereby, the space around the outlet 3 is opened, and the gate 51 is temporarily installed in the outlet 3 (the state shown in FIG. 2E). Of course, it is also possible to temporarily install it on the inlet 2 side as in the case of the first embodiment.
[0021]
"4th process"
After the gate 51 is temporarily installed at the outlet 3, the door body 52 is positioned on the upper side, and then, one end of the flange pipe 15 c is attached to the outlet 3 again through the seal member 9, and the flange pipe 15 b is fastened by the bolt 16. Fix it. Thereafter, the air of the water stop plug 11 is removed and the water stop plug 11 is removed from the flange pipe 15a. As described above, water again flows from the upstream pipe 4 to the flow channel pipe 5 → the downstream chamber 41, and thereafter, the worker starts the installation work of the gate 51 in the gate chamber 1 in a dry state.
[0022]
[Third Embodiment]
In this embodiment, the flow channel pipe 5 is formed of a flexible pipe material. Also in this embodiment, the arrangement of the inlet 2, the outlet 3, and the upstream pipe 4 and the configurations of the seal members 8 and 9 and the water stop plug 11 are the same as those in the first and second embodiments. A reference numeral is attached, and the description thereof is also omitted.
[0023]
"First step"
From the state shown in FIG. 3 (a), an operator wearing underwater clothing or the like, as shown in FIG. Communicate. The channel tube 5 is a tube made of a synthetic resin material, for example, a tube material having flexibility such as a vinyl tube or a rubber tube, or a tube material having flexibility and a telescopic bellows shape. . By using a flexible tube material, for example, even when the positions of the inlet 2 and the outlet 3 are shifted from each other in the vertical direction, it is possible to cope with them.
[0024]
"Second step"
Next, as shown in FIG. 3B, the water accumulated in the gate chamber 1 is drained to the outside by the submersible pump 10, and the worker wearing the underwater clothing is shown in FIG. 3C from the downstream chamber 41 side. As shown in FIG. 5, the water stop plug 11 is positioned inside the flow channel pipe 5 and air is pumped to expand the water flow in the flow channel pipe 5.
[0025]
"Third step"
When the second step is completed, the seal member 9 is removed and the end of the flow channel pipe 5 is removed from the outlet 3 (state shown in FIG. 3D). When the gate chamber 1 is relatively large, that is, when the distance between the inflow port 2 and the outflow port 3 is large, the length of the flow path pipe 5 becomes long, so that it becomes easy to bend and the detachment from the outflow port 3 is easy. Become. And the gate 51 is temporarily installed in the outflow port 3 (state of FIG.3 (e)). Of course, also in this embodiment, the gate 51 can be temporarily installed on the inlet 2 side.
[0026]
"4th process"
When the gate 51 is temporarily installed at the outlet 3, the door body 52 is positioned at the top, and the end of the flow channel pipe 5 is attached to the outlet 3 again through the seal member 9, and the air of the water stop plug 11 is supplied. The water stop plug 11 is removed from the flow pipe 5 by pulling out. As described above, water again flows from the upstream pipe 4 to the flow channel pipe 5 → the downstream chamber 41, and thereafter, the worker starts the installation work of the gate 51 in the gate chamber 1 in a dry state.
[0027]
As mentioned above, although three embodiment suitable for this invention was described, this invention is not limited to these embodiment, A design change is possible suitably in the range which does not deviate from the meaning.
[0028]
【The invention's effect】
According to the present invention, a continuous water installation method for a gate can be realized with a simple operation. Further, even during drainage work by a submersible pump or the like, water can be allowed to flow downstream via the flow path pipe. Furthermore, a simple and speedy continuous water installation method can be constructed by constructing the flow path tube from a telescopic multiple tube.
[Brief description of the drawings]
FIG. 1 is an explanatory side sectional view of a first embodiment.
FIG. 2 is an explanatory side sectional view of a second embodiment.
FIG. 3 is an explanatory side sectional view of a third embodiment.
FIG. 4 is an explanatory perspective view when a gate is installed on a wall surface.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Gate chamber 2 Inlet 3 Outlet 4 Upstream piping 5 Channel pipe 6 Water guide pipe 7 Sleeve pipe 8, 9 Seal member 10 Submersible pump 11 Water stop plug 12 Opening and closing machine 51 Gate 52 Door body

Claims (2)

ゲート室にゲートを設置するに当たり、
(1)ゲート室において流入口と流出口とを封水処理を施したうえで流路管により連通させる工程、
(2)ゲート室内の水を排水するとともに、前記流路管の内部に止水プラグを設置して流路管内を止水する工程、
(3)流出口に取り付けられた前記流路管の一部を流出口から一旦外した後、流出口或いは流入口にゲートを仮設する工程、
(4)流出口から一旦外した前記流路管の一部を再び封水処理を施して流出口に取り付けた後、流路管から止水プラグを除去する工程、
をそれぞれ、その順序で行うことを特徴とするゲートの不断水設置工法。
In installing the gate in the gate room,
(1) A step of making the inlet and outlet in the gate chamber communicate with each other through a sealing pipe after sealing the water;
(2) draining the water in the gate chamber and installing a water stop plug in the flow path pipe to stop the flow path pipe;
(3) temporarily removing a part of the channel pipe attached to the outlet from the outlet and then temporarily setting a gate at the outlet or the inlet;
(4) A step of removing the water stop plug from the flow channel pipe after sealing a part of the flow channel pipe once removed from the flow outlet and attaching it to the flow outlet.
A continuous water installation method for gates, characterized in that they are performed in that order.
前記流路管は伸縮自在な多重管から構成されることを特徴とする請求項1に記載のゲートの不断水設置工法。2. The continuous water installation method for a gate according to claim 1, wherein the flow path pipe is formed of a multiple pipe that can be expanded and contracted.
JP2000145808A 2000-05-18 2000-05-18 Indefinite water installation method for gates Expired - Lifetime JP3849966B2 (en)

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Application Number Priority Date Filing Date Title
JP2000145808A JP3849966B2 (en) 2000-05-18 2000-05-18 Indefinite water installation method for gates

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Application Number Priority Date Filing Date Title
JP2000145808A JP3849966B2 (en) 2000-05-18 2000-05-18 Indefinite water installation method for gates

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JP3849966B2 true JP3849966B2 (en) 2006-11-22

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Publication number Priority date Publication date Assignee Title
JP6114950B2 (en) * 2013-05-01 2017-04-19 前澤工業株式会社 Telescopic water stop device
CN113981918B (en) * 2021-11-09 2023-07-21 中国葛洲坝集团第三工程有限公司 Construction method for intercepting drainage type hydropower station

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