JP4405937B2 - Undulating weir - Google Patents

Undulating weir Download PDF

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JP4405937B2
JP4405937B2 JP2005127092A JP2005127092A JP4405937B2 JP 4405937 B2 JP4405937 B2 JP 4405937B2 JP 2005127092 A JP2005127092 A JP 2005127092A JP 2005127092 A JP2005127092 A JP 2005127092A JP 4405937 B2 JP4405937 B2 JP 4405937B2
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bag
air
weir
valve
air supply
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JP2006299754A (en
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敬二 山本
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丸島産業株式会社
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本発明は、水路としての暗渠内の水位に応じて起伏させる起伏堰に関するものである。   The present invention relates to a undulation weir that undulates according to the water level in a culvert as a water channel.

従来から、水路に対する堰としては、スライドゲートが知られている。これは、水路の両側壁に設けた支柱に設けた溝に、ゲート板を嵌め込むとともに水嵩に応じて回転ハンドルを回転させることにより昇降させる構成のものが知られている(例えば特許文献1参照)。
特開平4−55510号公報
Conventionally, a slide gate is known as a weir for a water channel. This is known to have a structure in which a gate plate is fitted in a groove provided in a support column provided on both side walls of a water channel and is moved up and down by rotating a rotary handle according to the volume of water (see, for example, Patent Document 1). ).
JP-A-4-55510

しかしながら、近年においては、水路の上部開口をコンクリート等により蓋をした暗渠が多く作られていて、そのような暗渠においてスライドゲートを設置することは、水路の上が塞がれている構造上、困難であった。仮に、ゲート板を電動モータ等により昇降させる構成とした場合には、電源確保の必要があり、或いは洪水等の時には電力供給が不通になる虞が高くて緊急対応が困難である。また、暗渠内に入ってゲート板の昇降作業を行うことは大変危険である。更に、ゲート板を上昇させる空間を必要とし、暗渠の高さによっては使用すること自体が困難であった。   However, in recent years, many culverts have been made with the top opening of the water channel covered with concrete or the like, and installing a slide gate in such a culvert is because of the structure where the top of the water channel is blocked, It was difficult. If the gate plate is moved up and down by an electric motor or the like, it is necessary to secure a power supply, or there is a high possibility that the power supply will be interrupted during a flood or the like, making emergency response difficult. Also, it is very dangerous to go up and down in the culvert. Furthermore, a space for raising the gate plate is required, and it is difficult to use depending on the height of the culvert.

本発明は、このような課題を解決するためになされたもので、暗渠内に入って操作等を行う必要がなく、暗渠の高さに拘わらずに使用することができ、緊急対応も容易である起伏堰を提供することを目的とする。   The present invention has been made to solve such problems, and it is not necessary to perform operations or the like by entering into a culvert. It can be used regardless of the height of the culvert, and can be easily handled in an emergency. The purpose is to provide a undulating weir.

請求項1に係る発明の起伏堰は、暗渠内の水位に応じて起伏させる起伏堰であって、上記暗渠の底面に取付けられ、エア供給により膨らんで暗渠の水流を堰き止めるとともに、エア排出により萎んで暗渠での水流の堰き止めを解除する袋状部材と、該袋状部材にエアを供給するためのエア供給手段と、上記袋状部材を膨らんだ状態に維持させるべく袋状部材のエア排出を停止させる停止手段と、前記水位が所定高さに達すると、上記停止手段によるエア排出停止を自動的に解除して上記袋状部材からエアを排出させるエア排出手段とを具備し、前記エア供給手段は、前記袋状部材に一端が連通連結され、他端が暗渠近傍に設けられたマンホール内に配備されているとともに、その他端にジョイント部材が取付けられたエア供給配管を有し、そのジョイント部材に、運搬可能なエア供給用ブロアに繋がった供給管の端に設けられた相手側のジョイント部材が接続される構成となっていることを特徴とする。 The undulation weir of the invention according to claim 1 is a undulation dam that undulates according to the water level in the culvert, and is attached to the bottom surface of the culvert, bulges by air supply and dams the water flow of the culvert, and by air discharge A bag-like member that is deflated and releases the blocking of the water flow in the underdrain; an air supply means for supplying air to the bag-like member; and an air in the bag-like member to maintain the bag-like member in an inflated state. Stop means for stopping discharge, and air discharge means for automatically releasing the air discharge stop by the stop means and discharging air from the bag-like member when the water level reaches a predetermined height , The air supply means has an air supply pipe in which one end is connected to the bag-like member and the other end is disposed in a manhole provided in the vicinity of the underdrain, and a joint member is attached to the other end. So The joint member, characterized in that the joint member of the counterpart provided at the end of the feed pipe that led to transportable air supply blower is in the configuration to be connected.

請求項に係る発明の起伏堰は、請求項に記載の起伏堰において、前記袋状部材が取付けられた前記底面が窪んでいることを特徴とする。 The undulation weir of the invention according to claim 2 is characterized in that in the undulation weir of claim 1 , the bottom surface to which the bag-like member is attached is depressed.

請求項に係る発明の起伏堰は、請求項1又は2に記載の起伏堰において、前記エア排出手段は前記袋状部材から排出されるエア排出配管を有し、前記停止手段は、前記エア供給配管に設けられた第1開閉弁と、上記エア排出配管に設けられ、操作レバーにより回動する軸により開閉される第2開閉弁と、その第2開閉弁を閉状態にロックするロック機構とを備え、第1開閉弁及び第2開閉弁を閉状態にすることで袋状部材のエアの出入りを停止させることを特徴とする。 The undulation weir of the invention according to claim 3 is the undulation weir of claim 1 or 2 , wherein the air discharge means has an air discharge pipe discharged from the bag-like member, and the stop means has the air A first on-off valve provided in the supply pipe, a second on-off valve provided on the air discharge pipe and opened / closed by a shaft rotated by an operation lever, and a lock mechanism for locking the second on-off valve in a closed state The air opening / closing of the bag-like member is stopped by closing the first on-off valve and the second on-off valve.

請求項に係る発明の起伏堰は、請求項に記載の起伏堰において、前記ロック機構は、前記軸に取付られた係止片と、その係止片に係止して係止片の揺動を停止させるロック部材とを有し、前記エア排出手段は、水位に応じて高さ位置が変化し、上記ロック部材を変位させて係止片との係止状態を解くフロートと、前記第2開閉弁を開とする方向に軸を回動させる錘とを有することを特徴とする。 The undulation weir of the invention according to claim 4 is the undulation dam according to claim 3 , wherein the locking mechanism includes a locking piece attached to the shaft and a locking piece locked to the locking piece. A float member that stops rocking, and the air discharge means has a float that changes its height position according to a water level, displaces the lock member, and unlocks the locking piece; And a weight for rotating the shaft in a direction to open the second on-off valve.

請求項に係る発明の起伏堰は、請求項3又は4に記載の起伏堰において、前記操作レバーが、地上から操作し得る位置に設けられていることを特徴とする。 The hoisting weir of the invention according to claim 5 is the hoisting weir of claim 3 or 4 , characterized in that the operating lever is provided at a position where it can be operated from the ground.

請求項に係る発明の起伏堰は、請求項1乃至のいずれか一項に記載の起伏堰において、前記暗渠は主水路とその主水路から分岐した分岐水路とを有し、その分岐水路に前記袋状部材が設けられていることを特徴とする。 Relief weir of the invention according to claim 6 is the relief weir according to any one of claims 1 to 5, wherein the underdrain mainly waterways and having a branched branch water passage from the main water channel, the branch water passage The bag-shaped member is provided on the surface.

本発明の起伏堰による場合には、暗渠の底面に取付けた袋状部材にエア供給手段でエアを供給すると袋状部材が膨らみ、その袋状部材の膨らんだ状態を維持させるべく停止手段により袋状部材のエア排出を停止させる。これにより、袋状部材が膨らんだ状態を維持し、暗渠の水流を堰き止める。そして、暗渠内の水位が所定高さに達すると、エア排出手段は上記停止手段によるエア排出停止を自動的に解除して袋状部材からエアを排出させ、これにより袋状部材が萎んで暗渠での水流の堰き止めを解除する。よって、電源や人力を必要としない機構となっているので、暗渠内に設置しても暗渠内に入って操作等を行う必要がなく、また洪水等の緊急時にも対応が容易である。更に、袋状部材を萎ませて暗渠での水流の堰き止めを解除すると、その水流により袋状部材が押圧を受けて更に萎んで小さくなり、暗渠の底面側に収納される状態になるため、暗渠の高さに拘わらずに使用することができ、どのような暗渠にも設置することが可能である。   In the case of the undulating weir of the present invention, when air is supplied to the bag-like member attached to the bottom surface of the underdrain by the air supply means, the bag-like member expands, and the bag-like member is inflated by the stopping means to maintain the inflated state of the bag-like member. The air discharge of the member is stopped. Thereby, the state which the bag-shaped member swelled is maintained, and the water flow of a culvert is blocked. When the water level in the culvert reaches a predetermined height, the air discharge means automatically cancels the air discharge stop by the stop means and discharges air from the bag-like member, which causes the bag-like member to wither and culvert. Release the water flow barrier at Therefore, since it is a mechanism that does not require a power source or human power, even if it is installed in a culvert, there is no need to enter the culvert and perform operations, etc., and it is easy to deal with in an emergency such as a flood. Furthermore, when the bag-shaped member is deflated and the damming of the water flow in the culvert is released, the bag-shaped member is pressed and further deflated by the water flow, and is stored in the bottom side of the culvert. It can be used regardless of the height of the culvert and can be installed in any culvert.

また、袋状部材にエアを供給するエア供給配管は、マンホールの蓋を開けて、そのマンホール内のジョイント部材に、運搬可能なエア供給用ブロアに繋がった供給管の端に設けられた相手側のジョイント部材を接続することで、袋状部材にエアを供給することが可能である。よって、定期的な検査時、或いは、袋状部材を萎ませて暗渠での水流の堰き止めを解除した後に、運搬可能なエア供給用ブロアを用いて、袋状部材を膨らんだ状態にできるので、エア供給用ブロアを起伏堰の近傍に常時設置する必要もない。 The air supply pipe for supplying air to the bag-like member opens the manhole cover, and is connected to the joint member in the manhole on the other end provided at the end of the supply pipe connected to the air supply blower that can be transported It is possible to supply air to the bag-shaped member by connecting the joint members. Therefore, the bag-like member can be inflated using a transportable air supply blower at regular inspections or after wiping the bag-like member and releasing the water flow blocking in the underdrain. It is not necessary to always install an air supply blower in the vicinity of the undulation weir.

請求項に係る発明の起伏堰による場合には、袋状部材が取付けられた底面が窪んでいるので、萎んだ袋状部材の上端高さを低くすることができ、堰き止め解除により生じる暗渠での水流に対し袋状部材が邪魔にならないようにすることが可能となる。 In the case of the undulating weir of the invention according to claim 2 , since the bottom surface to which the bag-like member is attached is depressed, the upper end height of the deflated bag-like member can be lowered, and the culvert generated by releasing the damming It is possible to prevent the bag-like member from interfering with the water flow at the point.

請求項に係る発明の起伏堰による場合には、操作レバーによる軸の回動により第2開閉弁が開閉される。そして、ロック機構により第2開閉弁を閉状態にロックし、エア供給配管の第1開閉弁を閉状態にすると、袋状部材が膨らんだ状態に維持されることとなる。 In the case of the undulation weir of the invention according to claim 3 , the second on-off valve is opened and closed by the rotation of the shaft by the operation lever. When the second on-off valve is locked in the closed state by the lock mechanism and the first on-off valve of the air supply pipe is closed, the bag-like member is maintained in an inflated state.

請求項4,5に係る発明の起伏堰による場合には、操作レバーにより回動される軸に取付られた係止片を、操作レバーにより揺動させることで、ロック部材に係止させることができ、これにより第2開閉弁を開閉させる軸の回転が停止し、第2開閉弁が閉状態にロックされる。この状態のとき、水位に応じてフロートの高さ位置が変化すると、そのフロートの位置変化を受けてロック部材が変位して係止片との係止状態が解かれる。すると、錘が軸を回動させて第2開閉弁を開にする。よって、停止手段による停止を自動的かつ機械的に解除して袋状部材からエアを排出させることが可能になる。 In the case of the undulating weir of the inventions according to claims 4 and 5 , the locking piece attached to the shaft rotated by the operating lever can be locked to the lock member by swinging the operating lever. Thus, the rotation of the shaft for opening and closing the second on-off valve is stopped, and the second on-off valve is locked in the closed state. In this state, when the height position of the float changes according to the water level, the lock member is displaced in response to the change in the float position, and the locked state with the locking piece is released. Then, the weight rotates the shaft to open the second on-off valve. Therefore, it is possible to automatically and mechanically release the stop by the stop means and discharge air from the bag-like member.

請求項に係る発明の起伏堰による場合には、分岐水路に上記袋状部材を設けているので、主水路側が満水状態になっても、その水位に基づき袋状部材が萎んで分岐水路にも水が流れるので、水流をうまくさばくことが可能になる。 In the case of the undulating weir of the invention according to claim 6 , since the bag-like member is provided in the branch waterway, even if the main waterway side is full, the bag-like member is deflated based on the water level and into the branch waterway Since water flows, it is possible to manage the water flow well.

以下に、本発明の実施形態を具体的に説明する。   Embodiments of the present invention will be specifically described below.

図1は本発明の一実施形態に係る起伏堰が設けられた暗渠内の構成を示す平面図であり、図2は図1の起伏堰の近傍を示す平面図、図3は図1及び図2におけるA部分を示す拡大平面図、図4は図2の正面図、図5は図4のB−B線による断面図(図4の右側面図)である。   FIG. 1 is a plan view showing a configuration inside a culvert provided with an undulating dam according to an embodiment of the present invention, FIG. 2 is a plan view showing the vicinity of the undulating dam of FIG. 1, and FIG. 4 is an enlarged plan view showing an A portion in FIG. 2, FIG. 4 is a front view of FIG. 2, and FIG. 5 is a cross-sectional view taken along the line BB of FIG.

本実施形態の起伏堰10により水流調整される箇所は、地中に設けられた水路、つまり暗渠1内であり、その暗渠1は、主水路2とこれから分岐した分岐水路3とを有するもので、起伏堰10を構成する袋状部材11は分岐水路3の入口4の近傍に設けられている。なお、図1〜図5中の2aは主水路2と分岐水路3とを仕切る仕切壁である。   The place where the water flow is adjusted by the undulating weir 10 of the present embodiment is a water channel provided in the ground, that is, in the underdrain 1, and the underdrain 1 has a main water channel 2 and a branched water channel 3 branched therefrom. The bag-like member 11 constituting the undulation weir 10 is provided in the vicinity of the inlet 4 of the branch water channel 3. In addition, 2a in FIGS. 1-5 is a partition wall which partitions off the main water channel 2 and the branch water channel 3. FIG.

上記起伏堰10は、前記袋状部材11と、その袋状部材11にエアを供給するためのエア供給手段20と、袋状部材11を膨らんだ状態に維持させるべく袋状部材11のエアの出入りを停止させる停止手段30と、前記主水路2の水位が所定高さに達すると、停止手段30による停止を自動的に解除して袋状部材11からエアを排出させるエア排出手段40とを具備する。   The hoisting dam 10 includes the bag-shaped member 11, air supply means 20 for supplying air to the bag-shaped member 11, and air in the bag-shaped member 11 so as to maintain the bag-shaped member 11 in an inflated state. Stop means 30 for stopping entry and exit, and air discharge means 40 for automatically releasing the stop by the stop means 30 and discharging air from the bag-like member 11 when the water level of the main water channel 2 reaches a predetermined height. It has.

上記袋状部材11は、例えばゴム及び布等からなり、膨らんだ状態で概略蒲鉾状になるもので、その底部11aが分岐水路3の入口近傍の凹状に窪んだ底面3aに取付けられ、分岐水路3の幅方向の両端部11b、11cの各上端が両側面3b、3cに取付けられていて、萎むと前記幅方向の中央部分が低くなり、凹状底面3aに入り込み水の抵抗を受け難くするようになっている。なお、袋状部材11は、それ自身で袋状となっている形態のものでも、或いは、開口を有するものでもよい。但し、開口を有する場合は、その開口の縁部を分岐水路3の表面、例えば分岐水路3の底面3a及び両側面3b、3cなどに密着させて分岐水路表面との間で密封空間を形成すればよい。   The bag-like member 11 is made of, for example, rubber and cloth, and has a generally bowl shape in a swollen state. The bottom portion 11a is attached to a concave bottom surface 3a in the vicinity of the inlet of the branch water channel 3, and the branch water channel 3 is attached to both side surfaces 3b and 3c so that the central portion in the width direction is lowered and the concave bottom surface 3a is not easily affected by water resistance. It has become. In addition, the bag-shaped member 11 may be in the form of a bag itself, or may have an opening. However, in the case of having an opening, the edge of the opening is brought into close contact with the surface of the branch water channel 3, for example, the bottom surface 3a and both side surfaces 3b, 3c of the branch water channel 3 to form a sealed space with the surface of the branch water channel. That's fine.

エア供給手段20は、袋状部材11の底部に一端21aが連通連結され、他端21bが暗渠1の近傍に設けられたマンホール5内に配置されているエア供給配管21を有し、エア供給配管21の他端21bにはジョイント部材22が取付けられ、ジョイント部材22よりも少し一端21a寄りの位置には第1開閉弁23が設けられている(図5参照)。なお、図2中の23aは、第1開閉弁23を開閉させる操作レバーである。   The air supply means 20 includes an air supply pipe 21 having one end 21a connected to the bottom of the bag-like member 11 and the other end 21b disposed in a manhole 5 provided in the vicinity of the underdrain 1. A joint member 22 is attached to the other end 21b of the pipe 21, and a first on-off valve 23 is provided at a position slightly closer to the one end 21a than the joint member 22 (see FIG. 5). 2 is an operation lever that opens and closes the first on-off valve 23.

上記ジョイント部材22には、例えば図6に示すようにトラック100等により運搬されるエア供給用ブロア101に繋がった供給管102の端に設けられた相手側のジョイント部材103が接続される。ジョイント部材22と相手側のジョイント部材103とは、ワンタッチで接続できるものが好ましい。   For example, as shown in FIG. 6, the joint member 22 is connected to a mating joint member 103 provided at an end of a supply pipe 102 connected to an air supply blower 101 conveyed by a truck 100 or the like. It is preferable that the joint member 22 and the mating joint member 103 can be connected with one touch.

上記ブロア101からのエア供給は、操作レバー23aを介して第1開閉弁23を開にした状態で行われる。このエア供給の停止は、例えば操作レバー23aの近傍に設けた圧力計24の圧力値に基づき行われる。これにより袋状部材11は膨らんで概略蒲鉾状の起立状態となり、分岐水路3での水流を堰き止める。また、第1開閉弁23を閉状態に保持しておくことで、エア供給配管21を介する袋状部材11のエアの出入りを防止する。   Air supply from the blower 101 is performed with the first on-off valve 23 opened through the operation lever 23a. The air supply is stopped based on, for example, the pressure value of the pressure gauge 24 provided in the vicinity of the operation lever 23a. As a result, the bag-like member 11 swells into a substantially bowl-like standing state, and blocks the water flow in the branch water channel 3. Further, by keeping the first opening / closing valve 23 in the closed state, the bag-like member 11 is prevented from entering and exiting through the air supply pipe 21.

エア排出手段40としては、本実施形態ではエア供給配管21の途中から分岐して設けられたエア排出配管41を有し、エア排出配管41を介して袋状部材11からエアを排出させるようになっている。なお、エア排出配管41は、エア供給配管21とは完全に分離した状態で袋状部材11に連通連結させて設けるようにしてもよい。   In this embodiment, the air discharge means 40 includes an air discharge pipe 41 that is branched from the middle of the air supply pipe 21, and discharges air from the bag-like member 11 through the air discharge pipe 41. It has become. The air discharge pipe 41 may be provided in communication with the bag-like member 11 in a state of being completely separated from the air supply pipe 21.

停止手段30は、図3、図5及び図7(図5の部分拡大図)に示すように、エア排出配管41の途中に設けられた第2開閉弁31を有し、その第2開閉弁31は軸32に取付けた操作レバー33を操作することで開閉するようになっている。この操作レバー33は、本実施形態ではマンホール5とは別に設けた地上から暗渠1内に達する貫通する操作孔6の近傍に配置されていて(図3参照)、暗渠1内に入ることなく、操作孔6から操作レバー33を操作し得るようになっている。なお、マンホール5及び操作孔6は、蓋付きのものである。   As shown in FIGS. 3, 5 and 7 (partially enlarged view of FIG. 5), the stopping means 30 has a second on-off valve 31 provided in the middle of the air discharge pipe 41, and the second on-off valve 31 is opened and closed by operating an operating lever 33 attached to the shaft 32. In this embodiment, the operation lever 33 is disposed in the vicinity of the operation hole 6 penetrating from the ground to the inside of the underdrain 1 provided separately from the manhole 5 (see FIG. 3). The operation lever 33 can be operated from the operation hole 6. The manhole 5 and the operation hole 6 are provided with a lid.

また、停止手段30は、図3及び図8(図3を手前側から見た正面図)に示すように、その第2開閉弁31を閉状態にロックするロック機構34を備える。ロック機構34は、前記軸32に取付られた係止片35と、その係止片35に係止して係止片35の揺動を停止させるロック部材36とを有する。ロック部材36は、本実施形態では一対の板材を隙間を設けて平行に配したもので、一端36aが回動可能に支持されていて、他端36bには一対の板材で挟まれた水平方向に軸心を有する断面円状の係止部材36cが設けられている。係止片35は、二点鎖線で示す横向き状態から操作レバー33により実線(一部破線)で示す縦向き状態となるように軸32を矢印C方向に回動させると、先端側に設けた傾斜面35aでロック部材36の係止部材36cを押し上げ、係止部材36cの下側を通過することで係止部材36cに係止される。   Moreover, the stop means 30 is provided with the lock mechanism 34 which locks the 2nd on-off valve 31 to a closed state, as shown in FIG.3 and FIG.8 (front view which looked at FIG. 3 from the near side). The lock mechanism 34 includes a locking piece 35 attached to the shaft 32 and a lock member 36 that locks the locking piece 35 and stops the swinging of the locking piece 35. In the present embodiment, the lock member 36 is a pair of plate members arranged in parallel with a gap, and one end 36a is rotatably supported, and the other end 36b is sandwiched between the pair of plate members in the horizontal direction. A locking member 36c having a circular cross section having an axial center is provided. The locking piece 35 is provided on the distal end side when the shaft 32 is rotated in the arrow C direction so that the operating lever 33 changes from the horizontal direction indicated by the two-dot chain line to the vertical direction indicated by the solid line (partially broken line). The locking member 36c of the locking member 36 is pushed up by the inclined surface 35a, and is passed through the lower side of the locking member 36c to be locked to the locking member 36c.

エア排出手段40は、更に、図7及び図8に示すように水位に応じて高さ位置が変化するフロート42と、第2開閉弁31を開とする矢印D方向に軸32を回動させる錘43とを有する。フロート42は、主水路2側に配置されていて(図5参照)、主水路2での水位上昇に伴ってフロート42と同様に上昇することによりロック部材36を上方に押し上げるための鍔42aを備え、一定水位以上になると鍔42aがロック部材36を上方に押し上げる。そして、軸32に基端43a側を取付けた錘43により軸32が矢印D方向に回動することで係止片35の係止部材36cに対する係止が解除される。なお、錘43は、係止片35と係止部材36cが係止した状態で図7及び図8の実線で示すように、基端43aとは反対側の先端43b側が斜め上向きとなるように設けられ、ロック部材36の上昇に伴って係止片35が係止部材36cから係止解除となるように軸32を回動させるようになっている。但し、図2及び図3では錘43を水平に向いた状態で表している。   The air discharge means 40 further rotates the shaft 32 in the direction of the arrow D that opens the second on-off valve 31 and the float 42 whose height position changes according to the water level as shown in FIGS. And a weight 43. The float 42 is disposed on the main water channel 2 side (see FIG. 5), and has a hook 42a for pushing the lock member 36 upward by rising in the same manner as the float 42 as the water level rises in the main water channel 2. When the water level is above a certain level, the ridge 42a pushes the lock member 36 upward. Then, when the shaft 32 is rotated in the direction of arrow D by the weight 43 with the base end 43a side attached to the shaft 32, the locking of the locking piece 35 to the locking member 36c is released. As shown by the solid line in FIG. 7 and FIG. 8, the weight 43 is arranged so that the distal end 43 b side opposite to the base end 43 a is obliquely upward as the locking piece 35 and the locking member 36 c are locked. The shaft 32 is rotated so that the locking piece 35 is released from the locking member 36c as the locking member 36 is lifted. However, in FIG.2 and FIG.3, the weight 43 is represented in the state which faced horizontally.

このように構成された本実施形態における起伏堰10の操作内容について説明する。   The operation content of the hoisting weir 10 according to the present embodiment configured as described above will be described.

設置当初及び一旦使用した後において、袋状部材11を膨らませるための準備を行う。その準備としては、操作孔6から操作レバー33を手で揺動させて第2開閉弁31を閉状態にするとともにマンホール5内の第1開閉弁23を開状態にし、かつ、ジョイント部材22にエア供給用ブロア101側の相手側のジョイント部材103を接続する。そして、ブロア101からエアを、エア供給配管21を介して袋状部材11に供給する。これにより袋状部材11が膨らみ、概略蒲鉾状の起立状態となる。   Preparation for inflating the bag-like member 11 is performed at the beginning of installation and after once used. As the preparation, the operation lever 33 is manually swung from the operation hole 6 to close the second on-off valve 31, open the first on-off valve 23 in the manhole 5, and connect the joint member 22 to the joint member 22. The mating joint member 103 on the air supply blower 101 side is connected. Then, air is supplied from the blower 101 to the bag-like member 11 through the air supply pipe 21. Thereby, the bag-shaped member 11 swells, and becomes a substantially bowl-like standing state.

次に、第1開閉弁23を閉状態にし、かつ、ジョイント部材22から相手側のジョイント部材103を外す。これにより第1開閉弁23及び第2開閉弁31が共に閉状態となり、袋状部材11が膨らんだ状態に維持され、分岐水路3の入口を堰き止める。その結果、主水路2のみに水が流れる。   Next, the first on-off valve 23 is closed, and the mating joint member 103 is removed from the joint member 22. Thereby, both the 1st on-off valve 23 and the 2nd on-off valve 31 will be in a closed state, the bag-shaped member 11 will be maintained in the state which swelled, and the inlet of the branch waterway 3 will be dammed up. As a result, water flows only in the main water channel 2.

しかる後、洪水等により増水して主水路2の水位が高くなり、所定高さHに達する満水状態になると(図4参照)、フロート42がその水位上昇に伴って浮上して、係止片35を係止しているロック部材36を鍔42aが押上げる。すると、係止片35の係止状態が解除される。これに伴って、錘43が軸32を回動させて第2開閉弁31を開状態にし、袋状部材11が萎んで、分岐水路3での水流の堰き止めを解除する。よって、主水路2側が満水状態になっても、その水位に基づき袋状部材11が萎んで分岐水路3にも水が流れるので、水流をうまくさばくことが可能になる。   Thereafter, when the water level increases due to flooding or the like, the water level of the main water channel 2 becomes high, and when the water level reaches a predetermined height H (see FIG. 4), the float 42 floats as the water level rises, The hook 42a pushes up the lock member 36 that holds 35. Then, the locked state of the locking piece 35 is released. Along with this, the weight 43 rotates the shaft 32 to open the second on-off valve 31, the bag-like member 11 is deflated, and the water flow blocking in the branch water channel 3 is released. Therefore, even when the main water channel 2 side is full, the bag-like member 11 is deflated based on the water level, and water flows through the branch water channel 3, so that the water flow can be well controlled.

したがって、本実施形態による場合には、主水路2の水位が所定高さHに達すると、自動的かつ機械的に袋状部材11を膨らんだ状態から萎んだ状態に切り換える機構、つまり電源や人力を必要としない機構となっているので、暗渠1内にも設置しても暗渠1内に入って操作等を行う必要がなく、また洪水等の緊急時にも対応が容易である。更に、袋状部材11を萎ませて分岐水路3での水流の堰き止めを解除すると、その水流により袋状部材11が押圧を受けて更に萎んで小さくなり、分岐水路3の底面3a側に収納される状態になるため、暗渠1の高さに拘わらずに使用することができ、どのような暗渠1にも設置することが可能である。上記底面3aを窪ませることで、萎んだ袋状部材11の上端高さを低くすることができ、水流に対し袋状部材11が邪魔にならないようにすることが可能となる。上記底面3aの窪み深さとしては、萎んだ袋状部材11の上端の高さ寸法とほぼ一致する寸法が凹凸を少なくして流れ抵抗を少なくし得る点で好ましい。   Therefore, according to the present embodiment, when the water level of the main water channel 2 reaches the predetermined height H, a mechanism for automatically and mechanically switching the bag-like member 11 from the inflated state to the deflated state, that is, a power source or human power Therefore, even if it is installed in the culvert 1, it is not necessary to enter the culvert 1 and perform operations, etc., and it is easy to deal with in an emergency such as a flood. Further, when the bag-like member 11 is deflated to release the water flow blocking in the branch water channel 3, the bag-like member 11 is pressed by the water flow and further deflated and becomes smaller, and is stored on the bottom surface 3 a side of the branch water channel 3. Therefore, it can be used regardless of the height of the culvert 1 and can be installed in any culvert 1. By recessing the bottom surface 3a, the height of the upper end of the deflated bag-like member 11 can be lowered, and the bag-like member 11 can be prevented from interfering with the water flow. As the depth of the depression of the bottom surface 3a, a dimension that substantially matches the height dimension of the upper end of the deflated bag-like member 11 is preferable in that it can reduce unevenness and flow resistance.

また、本実施形態においては、袋状部材11にエアを供給するエア供給配管21の端部に設けたジョイント部材22がマンホール5内に配置されているので、袋状部材11へのエア供給を暗渠1の外側から行うことができる。よって、定期的な検査時、或いは、袋状部材11を萎ませて分岐水路3での水流の堰き止めを解除した後に、袋状部材11を再度膨らませることが容易であり、しかも運搬可能なエア供給用ブロアをマンホール5の近傍に用意すれば、袋状部材11へのエア供給が可能であるので、エア供給用ブロアを起伏堰の近傍に常時設置する必要もない。   Moreover, in this embodiment, since the joint member 22 provided in the edge part of the air supply piping 21 which supplies air to the bag-shaped member 11 is arrange | positioned in the manhole 5, air supply to the bag-shaped member 11 is carried out. It can be performed from the outside of the underdrain 1. Therefore, it is easy to inflate the bag-like member 11 again at regular inspections, or after the bag-like member 11 is deflated and the water flow blocking in the branch water channel 3 is released. If an air supply blower is prepared in the vicinity of the manhole 5, air supply to the bag-like member 11 is possible, and therefore it is not necessary to always install an air supply blower in the vicinity of the undulation weir.

なお、上述した実施形態では操作レバーを操作するための操作孔をマンホールとは別に設けるようにしているが、本発明はこれに限らず、操作レバーを設ける位置によるが、操作孔を省略してマンホールから操作を行う構成としてもよいことは勿論である。   In the above-described embodiment, an operation hole for operating the operation lever is provided separately from the manhole. However, the present invention is not limited to this, and the operation hole is omitted depending on the position where the operation lever is provided. Of course, it is good also as a structure which operates from a manhole.

また、上述した実施形態ではロック機構として係止片とロック部材とで構成しているが、本発明はこれに限らない。例えば、軸の外周に突起を設け、その突起にロック部材が引っ掛かる構成などでもよい。   In the above-described embodiment, the locking mechanism is constituted by a locking piece and a locking member, but the present invention is not limited to this. For example, a configuration in which a protrusion is provided on the outer periphery of the shaft and a lock member is hooked on the protrusion may be used.

本発明の一実施形態に係る起伏堰が設けられた暗渠内の構成を示す平面図である。It is a top view which shows the structure in the culvert where the undulation weir concerning one Embodiment of this invention was provided. 図1の起伏堰の近傍を示す平面図である。It is a top view which shows the vicinity of the undulation weir of FIG. 図1及び図2におけるA部分を示す拡大平面図である。FIG. 3 is an enlarged plan view showing a portion A in FIGS. 1 and 2. 図2の正面図である。FIG. 3 is a front view of FIG. 2. 図4のB−B線による断面図(図4の右側面図)である。It is sectional drawing by the BB line of FIG. 4 (right view of FIG. 4). 運搬可能なエア供給用ブロアを示す模式図である。It is a schematic diagram which shows the blower for air supply which can be conveyed. 図5の部分拡大図である。It is the elements on larger scale of FIG. 図3を手前側から見た正面図である。It is the front view which looked at FIG. 3 from the near side.

符号の説明Explanation of symbols

1 暗渠
2 主水路
3 分岐水路
3a 底面
5 マンホール
6 操作孔
10 起伏堰
11 袋状部材
20 エア供給手段
21 エア供給配管
21a 一端
21b 他端
22 ジョイント部材
23 第1開閉弁
30 停止手段
31 第2開閉弁
33 操作レバー
34 ロック機構
35 係止片
36 ロック部材
40 エア排出手段
41 エア排出配管
42 フロート
43 錘
101 エア供給用ブロア
102 供給管
103 相手側のジョイント部材
DESCRIPTION OF SYMBOLS 1 Underdrain 2 Main water channel 3 Branch water channel 3a Bottom surface 5 Manhole 6 Operation hole 10 Undwelling weir 11 Bag-shaped member 20 Air supply means 21 Air supply piping 21a One end 21b Other end 22 Joint member 23 1st on-off valve 30 Stop means 31 2nd open / close Valve 33 Operation lever 34 Lock mechanism 35 Locking piece 36 Lock member 40 Air discharge means 41 Air discharge pipe 42 Float 43 Weight 101 Air supply blower 102 Supply pipe 103 Joint member on the other side

Claims (6)

暗渠内の水位に応じて起伏させる起伏堰であって、
上記暗渠の底面に取付けられ、エア供給により膨らんで暗渠の水流を堰き止めるとともに、エア排出により萎んで暗渠での水流の堰き止めを解除する袋状部材と、
該袋状部材にエアを供給するためのエア供給手段と、
上記袋状部材を膨らんだ状態に維持させるべく袋状部材のエア排出を停止させる停止手段と、
前記水位が所定高さに達すると、上記停止手段によるエア排出停止を自動的に解除して上記袋状部材からエアを排出させるエア排出手段とを具備し、
前記エア供給手段は、前記袋状部材に一端が連通連結され、他端が暗渠近傍に設けられたマンホール内に配備されているとともに、その他端にジョイント部材が取付けられたエア供給配管を有し、そのジョイント部材に、運搬可能なエア供給用ブロアに繋がった供給管の端に設けられた相手側のジョイント部材が接続される構成となっていることを特徴とする起伏堰。
A hoisting weir that undulates according to the water level in the underdrain,
A bag-like member attached to the bottom surface of the culvert, inflated by air supply and damming the water flow of the culvert, and deflated by air discharge to release the damming of the water flow in the culvert;
Air supply means for supplying air to the bag-like member;
Stop means for stopping air discharge of the bag-like member to maintain the bag-like member in an inflated state;
When the water level reaches a predetermined height, air discharge means for automatically releasing the air discharge stop by the stop means and discharging air from the bag-like member ,
The air supply means includes an air supply pipe having one end connected to the bag-like member and being disposed in a manhole provided at the other end in the vicinity of a culvert, and having a joint member attached to the other end. A hoisting weir characterized in that a mating joint member provided at an end of a supply pipe connected to a transportable air supply blower is connected to the joint member .
請求項に記載の起伏堰において、
前記袋状部材が取付けられた前記底面が窪んでいることを特徴とする起伏堰。
The undulating weir according to claim 1 ,
The hoisting weir, wherein the bottom surface to which the bag-like member is attached is depressed.
請求項1又は2に記載の起伏堰において、
前記エア排出手段は前記袋状部材から排出されるエア排出配管を有し、前記停止手段は、前記エア供給配管に設けられた第1開閉弁と、上記エア排出配管に設けられ、操作レバーにより回動する軸により開閉される第2開閉弁と、その第2開閉弁を閉状態にロックするロック機構とを備え、第1開閉弁及び第2開閉弁を閉状態にすることで袋状部材のエアの出入りを停止させることを特徴とする起伏堰。
In the undulation weir according to claim 1 or 2 ,
The air discharge means has an air discharge pipe discharged from the bag-like member, and the stop means is provided in a first on-off valve provided in the air supply pipe and the air discharge pipe, and is operated by an operation lever. A bag-like member comprising a second on-off valve that is opened and closed by a rotating shaft and a lock mechanism that locks the second on-off valve in a closed state, and by closing the first on-off valve and the second on-off valve The undulation weir is characterized by stopping the entry and exit of air.
請求項に記載の起伏堰において、
前記ロック機構は、前記軸に取付られた係止片と、その係止片に係止して係止片の揺動を停止させるロック部材とを有し、
前記エア排出手段は、水位に応じて高さ位置が変化し、上記ロック部材を変位させて係止片との係止状態を解くフロートと、前記第2開閉弁を開とする方向に軸を回動させる錘とを有することを特徴とする起伏堰。
In the undulation weir according to claim 3 ,
The locking mechanism includes a locking piece attached to the shaft, and a locking member that locks the locking piece and stops swinging of the locking piece,
The air discharging means has a float whose position changes according to the water level, displaces the locking member to release the locking state with the locking piece, and a shaft in a direction to open the second on-off valve. A hoisting weir characterized by having a weight to be rotated.
請求項3又は4に記載の起伏堰において、
前記操作レバーが、地上から操作し得る位置に設けられていることを特徴とする起伏堰。
In the undulation weir according to claim 3 or 4 ,
The hoisting weir is characterized in that the operating lever is provided at a position where it can be operated from the ground.
請求項1乃至のいずれか一項に記載の起伏堰において、
前記暗渠は主水路とその主水路から分岐した分岐水路とを有し、その分岐水路に前記袋状部材が設けられていることを特徴とする起伏堰。
In the undulation weir according to any one of claims 1 to 5 ,
The hoisting dam has a main water channel and a branch water channel branched from the main water channel, and the bag-like member is provided in the branch water channel.
JP2005127092A 2005-04-25 2005-04-25 Undulating weir Active JP4405937B2 (en)

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