JP2008101397A - Water tank - Google Patents

Water tank Download PDF

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JP2008101397A
JP2008101397A JP2006284930A JP2006284930A JP2008101397A JP 2008101397 A JP2008101397 A JP 2008101397A JP 2006284930 A JP2006284930 A JP 2006284930A JP 2006284930 A JP2006284930 A JP 2006284930A JP 2008101397 A JP2008101397 A JP 2008101397A
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pipe
water
tank
spiral guide
tank body
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Masaharu Kato
雅治 加藤
Kimitoku Takao
公徳 高尾
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Sekisui Chemical Co Ltd
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Sekisui Chemical Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a water tank in which the entry of air into a downstream side pipe is efficiently prevented from occurring, and the general size of which is made compact. <P>SOLUTION: The water tank 1 comprises a tank body 2, an inflow pipe 3 and an outflow pipe 4 fitted into the tank body 2, and a vertical pipe 4 with a spiral guide passage disposed inside the tank body 2. The vertical tank 5 with a spiral guide passage comprises a pipe body 51 having an outflow port 511 formed at the lower end part, a center tube 52 vertically extending along the center axis of the pipe body 51, and a spiral guide plate 53 spirally formed on the outer peripheral surface of the center tube 52. One end of the outflow pipe 4 is connected to the outflow port 511 of the pipe body 51. A vertically displaceable extension pipe part 7 is connected to the upper end of the pipe body 51. A water quantity flowing into the pipe body 51 is adjusted by vertically displacing the extension pipe part 7 according to a variation in the level of the water in the tank body 2. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、例えば農業用水、上下水道、工業用水等の分水工(分水槽)などの水槽に関する。   The present invention relates to a water tank such as a diversion work (a water diversion tank) such as agricultural water, water and sewage, and industrial water.

近年、農業用水路などのパイプライン化が進展する中で、種々の利点から送水路系にオープンタイプ形式が採用される場合が多い。オープンタイプ形式の送水路系においては、例えば、路線上の落差、区間距離などに応じた所要地点に用水分配用の分水工(調圧スタンド)を階段状に配置している。   In recent years, with the development of pipelines for agricultural waterways and the like, an open type system is often adopted for the waterway system due to various advantages. In the open-type water supply channel system, for example, a water diversion work (pressure adjustment stand) for distributing water is arranged in a stepped manner at a required point according to a drop on a route, a section distance, and the like.

分水工としては、例えば図4に示すように、水槽301の内部に堰(クレスト)302を設け、流入管303から水槽301内に流入した用水を、堰302をオーバーフロー(越流)させることにより、下流管304への送水水量を調整(調圧)するオーバーフロー型の分水工が多く用いられている。   For example, as shown in FIG. 4, a weir (crest) 302 is provided inside the water tank 301, and the weir 302 that has flowed into the water tank 301 from the inflow pipe 303 is overflowed (overflow). Therefore, an overflow type water diverter that adjusts (regulates) the amount of water supplied to the downstream pipe 304 is often used.

このようなオーバーフロー型の分水工では、落下水脈により静水中に発生する気泡により下流管路に空気が混入(連行)するという問題がある。   In such an overflow-type water diversion work, there is a problem that air is mixed (entrained) into the downstream pipe line by bubbles generated in still water due to the falling water vein.

ここで、農林水産省構造改善局監修の土地改良事業計画設計基準・設計「パイプライン」基準書・技術書(1998)では、管路の中に空気が混入されると、通水障害、凸部では空気塊の形成による管内跳水及び脈動減少等の発生が見られ、安定的な送水に支障をきたすため、管路内に空気を混入させない設計がパイプラインでは原則であるという点が指摘されている。   Here, in the land improvement project plan design standard / design “pipeline” standard document / technical manual (1998) supervised by the Ministry of Agriculture, Forestry and Fisheries, the improvement plan of the land improvement project In some areas, the occurrence of air jumps and pulsation reduction due to the formation of air masses is observed, and it is impeded that stable water supply is disturbed. ing.

オーバーフロー型の分水工において、下流管路への空気混入を防止する方法としては、図4に示すように、堰302から流出口301bまでの距離(槽長さ)LをL=4D〜5D(D:流出管の内径)として水槽301内にエアトラップを設けるとともに、下流管304内に混入した空気を排除する空気抜き管305を設けるという方法が採られている。   In the overflow type water diversion, as shown in FIG. 4, the distance (tank length) L from the weir 302 to the outlet 301b is set to L = 4D-5D as a method for preventing air from entering the downstream pipe. As (D: inner diameter of the outflow pipe), an air trap is provided in the water tank 301 and an air vent pipe 305 for removing air mixed in the downstream pipe 304 is employed.

また、下流管路への空気混入を防止する構造として、特許文献1に、流入水槽に空気集積槽を接続管を介して接続し、その流入水槽と接続管との接続部から空気集積槽の下流壁までの距離を本管(下流管路)の直径の4倍以上とした構造の空気排除装置が提案されている。   In addition, as a structure for preventing air from entering the downstream pipe line, in Patent Document 1, an air accumulation tank is connected to the inflow water tank via a connection pipe, and the connection between the inflow water tank and the connection pipe is connected to the air accumulation tank. There has been proposed an air evacuation device having a structure in which the distance to the downstream wall is at least four times the diameter of the main pipe (downstream pipe line).

さらに、特許文献2に、上流水槽における落下流入水槽と排出管との間に、当該排出管の断面積よりも大きな断面積を有し、上部が開放された空気集積槽を設けるとともに、落下流入水槽と空気集積槽とを、排出管よりも大きな断面積を有する接続管にて接続することにより、落下流入水槽に流入する水に混入した気泡を分水工装置の領域内で排除する構造の分水工装置が提案されている。
特開2000−096647号公報 特開2000−192442号公報
Furthermore, in Patent Document 2, an air collecting tank having a cross-sectional area larger than the cross-sectional area of the discharge pipe and having an open upper part is provided between the falling inflow water tank and the discharge pipe in the upstream water tank, and the falling inflow By connecting the water tank and the air accumulation tank with a connecting pipe having a cross-sectional area larger than that of the discharge pipe, air bubbles mixed in the water flowing into the falling inflow water tank are eliminated within the area of the water diversion device. A water splitting device has been proposed.
JP 2000-096647 A JP 2000-192442 A

ところが、図4に示す構造の分水工では、空気混入を効果的に防止するために槽長さLを大きくする必要があり、水槽の規模がどうして大きくなってしまう。また、下流管路内に混入した空気を排除する空気抜き管を設けているが、管路内での空気塊の形成により、空気抜き管内に跳水が発生するという問題がある。   However, in the water diversion work having the structure shown in FIG. 4, it is necessary to increase the tank length L in order to effectively prevent air mixing, and the scale of the water tank becomes large. Moreover, although the air vent pipe which excludes the air mixed in in the downstream pipe line is provided, there exists a problem that a water jump arises in an air vent pipe by formation of the air mass in a pipe line.

一方、特許文献1記載の空気排除装置では、流入水槽に加えて、接続管及び空気集積槽が必要であるため、図4に示す構造と同様に、装置全体としては大型となってしまう。また、特許文献2記載の分水工装置においても、1つの管路系に複数の槽を設けていることから、大幅なコンパクト化は達成できない。   On the other hand, the air rejection apparatus described in Patent Document 1 requires a connecting pipe and an air accumulation tank in addition to the inflow water tank, and therefore, the entire apparatus becomes large as in the structure shown in FIG. Moreover, also in the water diversion apparatus of patent document 2, since the several tank is provided in one pipe line system, drastic reduction in size cannot be achieved.

本発明はそのような実情に鑑みてなされたもので、下流管路内への空気の混入を効率的に排除することができ、しかも槽全体の規模をコンパクトにすることが可能な水槽の提供を目的とする。   The present invention has been made in view of such circumstances, and provides a water tank that can efficiently eliminate the entry of air into the downstream pipe and that can reduce the overall scale of the tank. With the goal.

上記した目的を達成するため、本発明に係る水槽は、槽本体と、槽本体に設けられた流入管及び流出管と、槽本体の内部に配置された螺旋案内路付き縦管とを備え、この螺旋案内路付き縦管は、下端部に流出口が設けられた管本体と、この管本体の中心軸に沿って上下方向に延びる中心筒と、中心筒の外周面に螺旋状に形成された螺旋案内板を有し、管本体の流出口に流出管の一端が接続されるとともに、流出管の他端が槽本体の外部へと導かれており、管本体の上端部には、この管本体の上端部に対して上下方向に変位自在となる伸縮管部が設けられ、この伸縮管部を上下方向に変位させる動力部を槽本体に備えて、槽本体内の水位変動に伴って前記伸縮管部を上下方向に変位させることにより、螺旋案内路付き縦管内への水の流入を制御可能に構成されていることを特徴とする。   In order to achieve the above-described object, a water tank according to the present invention includes a tank body, an inflow pipe and an outflow pipe provided in the tank body, and a vertical pipe with a spiral guide path disposed inside the tank body. The vertical pipe with a spiral guide path is formed in a spiral shape on a pipe body provided with an outlet at the lower end, a central cylinder extending in the vertical direction along the central axis of the pipe body, and an outer peripheral surface of the central cylinder. A spiral guide plate, and one end of the outflow pipe is connected to the outlet of the pipe body, and the other end of the outflow pipe is led to the outside of the tank body. A telescopic tube part that can be displaced in the vertical direction with respect to the upper end of the tube body is provided. Controls the inflow of water into the vertical pipe with a spiral guideway by displacing the telescopic pipe part in the vertical direction. Characterized in that it is configured to capacity.

本発明の水槽においては、まず、流入管から槽本体内に流入した流入水が槽本体内に貯留し、その貯留水の水面が槽本体内への流入水の流入とともに上昇する。次に、貯留水の水面が、螺旋案内路付き縦管の伸縮管部の上端部に達した時点(水面が伸縮管部の上端よりも高いレベルになった時点)で、螺旋案内路付き縦管に貯留水が流入する。そして、螺旋案内路付き縦管に流入した流入水は、螺旋案内板に沿って旋回しながら下方に流れ、管本体の下部の流出口から流出管を通じて槽外部へと流出するように構成されている。   In the water tank of the present invention, first, the inflow water flowing into the tank body from the inflow pipe is stored in the tank body, and the water level of the stored water rises with the inflow of the inflow water into the tank body. Next, when the water level of the stored water reaches the upper end of the telescopic pipe part of the vertical pipe with the spiral guide path (when the water level is higher than the upper end of the telescopic pipe part), The stored water flows into the pipe. The inflowing water that has flowed into the vertical pipe with the spiral guide passage flows downward while swirling along the spiral guide plate, and flows out from the outlet at the bottom of the pipe body to the outside of the tank through the outflow pipe. Yes.

そして、螺旋案内路付き縦管の上部の伸縮管部を伸縮させて上下方向に変位させることで、かかる貯留水の流入を制御することが可能であり、貯留水量に応じて適宜、螺旋案内路付き縦管内に流入させるか否かを選択することができる。   And it is possible to control the inflow of the stored water by expanding and contracting the upper and lower telescopic pipe portions of the vertical pipe with the spiral guide path, and appropriately depending on the amount of stored water, the spiral guide path It is possible to select whether or not to flow into the vertical pipe.

また、槽本体に流入した流入水を螺旋案内路付き縦管によって螺旋状に旋回させながら流下させているので、流下する水流に空気が混入することを抑制することができる。しかも、流下水流に空気が混入しても、その混入空気は中心筒を通じて水槽上方へと逃がすことができる。従って、槽長さを大きくしてエアトラップを形成したり、空気集積槽を別途に設ける等の手段を講じることなく、規模の小さい水槽で下流管路内への空気混入を効率よく排除することができる。   Moreover, since the inflow water which flowed into the tank main body is made to flow down spirally by the vertical pipe with a spiral guide path, it can suppress that air mixes into the flowing-down water flow. Moreover, even if air is mixed into the downstream water flow, the mixed air can escape through the central cylinder to the upper side of the water tank. Therefore, it is possible to efficiently eliminate the entry of air into the downstream pipe with a small-scale water tank without taking measures such as forming an air trap by increasing the tank length or providing a separate air accumulation tank. Can do.

また本発明は、上記構成の水槽において、伸縮管部は少なくとも一部が蛇腹状に形成されて、管軸方向に伸縮可能とされた構成であってもよい。   In the water tank configured as described above, the present invention may be configured such that at least a part of the telescopic tube portion is formed in a bellows shape and can be expanded and contracted in the tube axis direction.

あるいは、伸縮管部と管本体とは互いに嵌め合い可能に形成され、管本体上端部と伸縮管部下端部とのいずれか一方には環状シール部材が設けられるとともに他方には抜け止め機構が設けられた構成であってもよい。   Alternatively, the telescopic tube portion and the tube main body are formed so as to be fitted to each other, and an annular seal member is provided on one of the upper end portion of the tube main body and the lower end portion of the telescopic tube portion, and a retaining mechanism is provided on the other. It may be a configured.

このような構成により、伸縮管部の上下方向の変位を容易に調整することが可能となり、大がかりな装置も必要とせずに、安定的な送水を実現することが可能となる。   With such a configuration, it is possible to easily adjust the vertical displacement of the telescopic tube portion, and it is possible to realize stable water supply without requiring a large-scale device.

本発明によれば、下流管路内への混入空気を効率よく排除することができるので、安定的な送水を実現することができる。しかも、従来のオープンタイプの分水工で行われていた対策、例えば槽長さを大きくしてエアトラップを形成したり、空気集積槽を別途に設ける等の手段を講じることなく、小さな規模の水槽にて管路への混入空気を排除することができるので、水槽全体のコンパクト化を達成できる。さらに、水槽の建設工期の短縮等による経費削減も図ることができる。   According to the present invention, since the mixed air into the downstream pipe can be efficiently removed, stable water supply can be realized. In addition, measures that have been taken in conventional open-type water diversion work, such as forming an air trap by increasing the tank length, or providing a separate air accumulation tank, are not required. Since the air mixed in the pipe line can be eliminated in the water tank, the entire water tank can be made compact. In addition, the cost can be reduced by shortening the construction period of the aquarium.

以下、本発明に係る水槽を実施するための最良の形態について、図面を参照しつつ説明する。   Hereinafter, the best mode for carrying out the water tank according to the present invention will be described with reference to the drawings.

図1、2は本発明の水槽の一例を縦断面とともに模式的示す説明図、図3は前記水槽の横断面図である。この例の水槽1は、例えば、農業用水路の送水経路のパイプラインのうち、オープンタイプ形式の送水路系において、路線上の落差、区間距離などに応じた所要地点に設置される用水分配用の分水工として使用される水槽であって、槽本体(例えばコンクリート製)2と、この槽本体2の内部に設置された3本の螺旋案内路付き縦管(例えば樹脂製)5…5とを備えている。   1 and 2 are explanatory views schematically showing an example of a water tank according to the present invention together with a longitudinal section, and FIG. 3 is a cross-sectional view of the water tank. The aquarium 1 in this example is, for example, an open-type water supply channel system for pipelines of agricultural water channels, and is used for distributing water to be installed at a required point according to a drop in the route, a section distance, and the like. It is a water tank used as a diversion work, Comprising: A tank main body (for example, made of concrete) 2 and three vertical pipes (for example, made of resin) 5 ... 5 with three spiral guides installed inside the tank main body 2 It has.

槽本体2は、直方体形状で上部に開口を有する。この槽本体2の上部開口は、通常はグレーチング等からなる蓋部材21により閉止されている。槽本体2の側壁には、流入管3が接続される流入口2aと、流出管4の貫通用の貫通穴2bが設けられている。流入口2aは、後述する螺旋案内路付き縦管5の管本体51の上端よりも下方となる位置に設けられている。また、貫通穴2bは流入口2aよりも下方となる位置に設けられている。   The tank body 2 has a rectangular parallelepiped shape and has an opening at the top. The upper opening of the tank body 2 is normally closed by a lid member 21 made of grating or the like. On the side wall of the tank body 2, an inlet 2 a to which the inflow pipe 3 is connected and a through hole 2 b for penetrating the outflow pipe 4 are provided. The inflow port 2a is provided at a position below the upper end of the pipe body 51 of the vertical pipe 5 with a spiral guide path to be described later. Further, the through hole 2b is provided at a position below the inflow port 2a.

螺旋案内路付き縦管5は、上端が開口し、下端部に流出口511が設けられた管本体51と、管本体51の中心軸に沿って鉛直方向に延びる中心筒(空気抜き用パイプ)52と、この中心筒52の外周面に螺旋状に形成された螺旋案内板53とを備えている。管本体51の流出口511は接続短管54を介して流出管4に連通している。流出管4は、槽本体2の側壁の貫通穴2bを通じて槽本体2の外部に突出している。   The vertical pipe 5 with a spiral guide path has a pipe main body 51 having an upper end opened and an outlet 511 provided at the lower end, and a central cylinder (air vent pipe) 52 extending in the vertical direction along the central axis of the pipe main body 51. And a spiral guide plate 53 formed in a spiral shape on the outer peripheral surface of the center tube 52. The outlet 511 of the pipe main body 51 communicates with the outflow pipe 4 via the connection short pipe 54. The outflow pipe 4 protrudes to the outside of the tank body 2 through the through hole 2 b on the side wall of the tank body 2.

中心筒52の上端は管本体51の上端よりも上方に位置している。また、中心筒52の下端は、管本体51の高さ方向の略中央部位に位置している。   The upper end of the central cylinder 52 is located above the upper end of the tube body 51. Further, the lower end of the central tube 52 is located at a substantially central portion in the height direction of the tube main body 51.

また、本実施形態においては、上記構造の水槽1において、螺旋案内路付き縦管5の上部に伸縮管部7が設けられている。伸縮管部7は、管本体51の上端部に対して上下方向に変位自在となされている。この伸縮管部7は蛇腹状に形成されて管軸方向に伸縮可能な略円筒形状の管体であり、上端に用水流入用の開口71が形成されている。伸縮管部7は、少なくとも一部が蛇腹状に形成されて伸縮可能であればよく、例示のように伸縮管部7の全体が蛇腹状であってもよい。   Moreover, in this embodiment, the expansion / contraction pipe | tube part 7 is provided in the upper part of the vertical pipe 5 with a spiral guide path in the water tank 1 of the said structure. The telescopic tube portion 7 can be displaced in the vertical direction with respect to the upper end portion of the tube main body 51. The expandable tube portion 7 is a substantially cylindrical tube body that is formed in a bellows shape and can be expanded and contracted in the tube axis direction, and an opening 71 for inflow of water is formed at the upper end. The telescopic tube portion 7 may be at least partially formed in a bellows shape and can be expanded and contracted, and the entire telescopic tube portion 7 may be in a bellows shape as illustrated.

伸縮管部7の開口71には、さらに上部プレート72が鍔状に添設されている。また、伸縮管部7と管本体51とは、外周に固定バンド73を固着させ、締め付けることによって接続されている。   An upper plate 72 is attached to the opening 71 of the telescopic tube portion 7 in a bowl shape. Further, the telescopic tube portion 7 and the tube main body 51 are connected by fixing and fastening a fixing band 73 on the outer periphery.

さらに、螺旋案内路付き縦管5の上部には、伸縮管部7を上下方向に変位させる動力部8が備えられている。動力部8は、例えば、油圧ジャッキ、滑車、チェーンレバーホイスト等の牽引レバーなどの適宜の動力を備えた巻上機81を有する。そして、この巻上機81が槽本体2の蓋部材21に備えられて、伸縮管部7に接続されている。例示の形態では、巻上機81から吊り下げられたチェーン82が上部プレート72に緊結されて、伸縮管部7とを接続している。   Furthermore, a power unit 8 for displacing the telescopic tube unit 7 in the vertical direction is provided at the upper part of the vertical tube 5 with a spiral guide path. The power unit 8 includes a hoisting machine 81 having appropriate power such as a hydraulic jack, a pulley, and a traction lever such as a chain lever hoist. The hoisting machine 81 is provided on the lid member 21 of the tank body 2 and is connected to the telescopic pipe part 7. In the illustrated form, the chain 82 suspended from the hoisting machine 81 is fastened to the upper plate 72 to connect the telescopic tube portion 7.

伸縮管部7は、動力部8の作用によりチェーン82に接続した上部プレート72が引き上げられることで、管軸方向に伸張し、上端の開口71を管軸方向の上方へ変位させることが可能となっている。また、これとは逆に、チェーン82を引き下ろすことにより、伸縮管部7を収縮させて、上端の開口71を下方へ変位させることできるようになっている。   When the upper plate 72 connected to the chain 82 is pulled up by the action of the power unit 8, the telescopic tube unit 7 can be extended in the tube axis direction and the upper end opening 71 can be displaced upward in the tube axis direction. It has become. On the contrary, by pulling down the chain 82, the telescopic tube portion 7 can be contracted and the opening 71 at the upper end can be displaced downward.

かかる水槽1においては、まず、流入管3から槽本体2内に流入した水が槽本体2内に貯留し、その貯留水の水面WLが槽本体2内への水の流入とともに上昇する。そして、貯留水の水面WLが、螺旋案内路付き縦管5の伸縮管部7の上端の開口71を越えた時点で、水が伸縮管部7の上端周縁を越流し、その上端周縁の全周から開口71を通じて螺旋案内路付き縦管5に流入する。そこで、このような槽本体2内の水位変動に伴って、伸縮管部7を上下方向に変位させることにより、管本体51内に流入する水量が調整されるように構成されている。   In the water tank 1, first, water that has flowed into the tank body 2 from the inflow pipe 3 is stored in the tank body 2, and the water level WL of the stored water rises with the inflow of water into the tank body 2. Then, when the water level WL of the stored water exceeds the opening 71 at the upper end of the expansion / contraction pipe part 7 of the vertical pipe 5 with the spiral guide path, the water overflows the upper end periphery of the expansion / contraction pipe part 7, It flows into the vertical pipe 5 with the spiral guide path through the opening 71 from the periphery. Therefore, the amount of water flowing into the tube main body 51 is adjusted by displacing the telescopic tube portion 7 in the vertical direction in accordance with the fluctuation of the water level in the tank main body 2.

図1は、伸縮管部7を収縮させた状態であり、貯留水の水面WLが伸縮管部7の上端よりも高い水位となるので、開口71から水の流入が可能となり、螺旋案内路付き縦管5に導水される。   FIG. 1 shows a state in which the telescopic tube portion 7 is contracted, and since the water level WL of the stored water is higher than the upper end of the telescopic tube portion 7, water can flow in from the opening 71, and a spiral guide path is provided. Water is introduced into the vertical pipe 5.

螺旋案内路付き縦管5に流入した水は、螺旋案内板53に沿って旋回しながら下方に流れ、管本体51の下部の流出口511から接続短管54及び流出管4を通じて水槽1の外部へと流出する。   The water that has flowed into the vertical pipe 5 with the spiral guide path flows downward while turning along the spiral guide plate 53, and flows from the outlet 511 at the bottom of the pipe body 51 to the outside of the water tank 1 through the connection short pipe 54 and the outflow pipe 4. Spill into.

また、図2は、動力部8により伸縮管部7を上方へ伸張させており、伸縮管部7の上端の開口71の高さと水面WLの高さとが等しい状態を示している。この場合、伸縮管部7の上端周縁を水が越流しないので、開口71から水が螺旋案内路付き縦管5に流入しなくなる。   FIG. 2 shows a state in which the expansion tube portion 7 is extended upward by the power unit 8 and the height of the opening 71 at the upper end of the expansion tube portion 7 is equal to the height of the water surface WL. In this case, since water does not overflow the upper peripheral edge of the telescopic tube portion 7, water does not flow into the vertical tube 5 with the spiral guide path from the opening 71.

このように、伸縮管部7の開口71の高さを水面WLの最高水位以上となるように調整することによって水槽1の下流側への送水を停止させることができる。すなわち、水槽1へ流入する水量に応じて適宜、伸縮管部7を上下方向に変位させることにより、水槽1の下流側への送水を可能にしたり、停止させたりして容易に制御することができる。   Thus, the water supply to the downstream side of the water tank 1 can be stopped by adjusting the height of the opening 71 of the telescopic tube portion 7 to be equal to or higher than the maximum water level of the water surface WL. That is, by appropriately displacing the telescopic tube portion 7 in the vertical direction according to the amount of water flowing into the aquarium 1, it is possible to enable water supply to the downstream side of the aquarium 1 or to easily control it by stopping it. it can.

また、本発明の水槽1では、例えば分水する水を螺旋案内路付き縦管5によって螺旋状に旋回させながら流下させているので、流下する水流に空気が混入することを抑制することができる。しかも、螺旋案内路付き縦管5に水が流入する際に、ある程度の空気は連行されても、その空気は中心筒52を通じて、槽本体2内の貯留水の水面WLの上方へと逃がすことができる。従って、従来のオープンタイプの分水工で行われていた対策、例えば槽長さを大きくしてエアトラップを形成したり、空気集積槽を別途に設ける等の手段を講じることなく、規模の小さい水槽で下流管路内への空気混入を効率よく排除することができる。   Moreover, in the aquarium 1 of the present invention, for example, the water to be diverted is caused to flow down while being spirally swirled by the vertical pipe 5 with the spiral guide path, so that it is possible to prevent air from entering the flowing water flow. . Moreover, even when a certain amount of air is entrained when water flows into the vertical pipe 5 with the spiral guide path, the air escapes through the central cylinder 52 to above the water level WL of the stored water in the tank body 2. Can do. Therefore, the measures taken in the conventional open-type water diversion work, for example, the scale is small without taking measures such as forming the air trap by increasing the tank length or providing an air collecting tank separately. In the water tank, air mixing into the downstream pipe line can be efficiently eliminated.

なお、本発明の水槽1においては、上記の構造に加えて、流出管4の管内部と槽本体2内の上部とを連通する空気抜き管を設けておいてもよい。また、伸縮管部7の構造は、上記した例に限らず、伸縮管部7の上端の開口71が管軸方向に上下変位させることが可能であれば、どのような構成であってもよい。   In addition, in the water tank 1 of this invention, you may provide the air vent pipe which connects the pipe | tube inside of the outflow pipe 4 and the upper part in the tank main body 2 in addition to said structure. The structure of the telescopic tube portion 7 is not limited to the above example, and any configuration may be employed as long as the opening 71 at the upper end of the telescopic tube portion 7 can be displaced vertically in the tube axis direction. .

すなわち、例えば、伸縮管部7と管本体51とが互いに嵌め合い可能に形成されて、伸縮管部7が管本体51に対して上下方向に変位可能とされた構成であってもよい。この場合、管本体51の上端部と伸縮管部7の下端部とのいずれか一方には、ゴム輪等の環状シール部材が設けられて、他方には抜け止め機構が設けられていることが好ましい。   That is, for example, the expansion tube portion 7 and the tube main body 51 may be formed so as to be fitted to each other so that the expansion tube portion 7 can be displaced in the vertical direction with respect to the tube main body 51. In this case, an annular seal member such as a rubber ring is provided on one of the upper end portion of the tube main body 51 and the lower end portion of the telescopic tube portion 7, and a retaining mechanism is provided on the other. preferable.

この場合、管本体51が上端内周面に環状シール部材を設けて受口とされるのに対し、円筒管状の伸縮管部7がその下端部の外周面に管本体51に対する抜け止め機構を備えて差口とされ、伸縮管部7が動力部8によって適宜の高さに引き上げ、または引き下ろし可能な構造であってもよい。このように構成される場合も、伸縮管部7の開口71の高さを水面WLに対して低く設定したり、同等以上に調整したりすることにより、水の流入を制御することが可能となる。   In this case, the tube body 51 is provided with an annular seal member on the inner peripheral surface of the upper end to serve as a receiving port, whereas the cylindrical tubular expandable tube portion 7 has a retaining mechanism for the tube body 51 on the outer peripheral surface of the lower end portion thereof. It is possible to have a structure in which the expansion tube portion 7 can be pulled up to an appropriate height by the power portion 8 or pulled down. Even in such a configuration, it is possible to control the inflow of water by setting the height of the opening 71 of the telescopic tube portion 7 to be lower than the water surface WL or adjusting it to the same level or higher. Become.

また、以上の例では、槽本体2内に3本の螺旋案内路付き縦管5を配置しているが、本発明はこれに限られることなく、螺旋案内路付き縦管5の本数は任意であり、分水を行う箇所の数等に応じた本数とすればよい。また、槽本体2内に1本の螺旋案内路付き縦管5を配置してもよい。   Moreover, in the above example, the three vertical pipes 5 with a spiral guide way are arrange | positioned in the tank main body 2, However, this invention is not restricted to this, The number of the vertical pipes 5 with a spiral guide way is arbitrary. Therefore, the number may be set according to the number of locations where water is diverted. Moreover, you may arrange | position the vertical pipe 5 with a spiral guide path in the tank main body 2. As shown in FIG.

本発明は、例えば農業用水、上下水道、工業用水等の分水工(分水槽)などの水槽に好適に利用することができる。   INDUSTRIAL APPLICABILITY The present invention can be suitably used for water tanks such as water separators (water tanks) such as agricultural water, water and sewage systems, and industrial water.

本発明の水槽の一例を縦断面とともに模式的示す説明図である。It is explanatory drawing which shows typically an example of the water tank of this invention with a longitudinal cross-section. 前記水槽の伸縮管部を伸張させた状態を模式的に示す説明図である。It is explanatory drawing which shows typically the state which extended the expansion-contraction pipe part of the said water tank. 前記水槽の横断面図である。It is a cross-sectional view of the water tank. 従来のオープンタイプの分水工の一例を模式的に示す図である。It is a figure which shows typically an example of the conventional open type water divider.

符号の説明Explanation of symbols

1 水槽
2 槽本体
2a 流入口
2b 貫通穴
21 蓋部材
3 流入管
4 流出管
5 螺旋案内路付き縦管
51 管本体
511 流出口
52 中心筒
53 螺旋案内板
54 接続短管
6 空気抜き管
7 伸縮管部
71 開口
72 上部プレート
73 固定バンド
8 動力部
81 巻上機
82 チェーン
DESCRIPTION OF SYMBOLS 1 Water tank 2 Tank main body 2a Inflow port 2b Through-hole 21 Lid member 3 Inflow pipe 4 Outflow pipe 5 Vertical pipe | tube with a spiral guide way 51 Pipe main body 511 Outlet 52 Center pipe 53 Spiral guide plate 54 Connection short pipe 6 Air vent pipe 7 Expansion pipe Part 71 Opening 72 Upper plate 73 Fixed band 8 Power part 81 Hoisting machine 82 Chain

Claims (3)

槽本体と、槽本体に設けられた流入管及び流出管と、槽本体の内部に配置された螺旋案内路付き縦管とを備え、
この螺旋案内路付き縦管は、下端部に流出口が設けられた管本体と、この管本体の中心軸に沿って上下方向に延びる中心筒と、中心筒の外周面に螺旋状に形成された螺旋案内板を有し、管本体の流出口に流出管の一端が接続されるとともに、流出管の他端が槽本体の外部へと導かれており、
管本体の上端部には、この管本体の上端部に対して上下方向に変位自在となる伸縮管部が設けられ、この伸縮管部を上下方向に変位させる動力部を槽本体に備えて、
槽本体内の水位変動に伴って前記伸縮管部を上下方向に変位させることにより、螺旋案内路付き縦管内への水の流入を制御可能に構成されていることを特徴とする水槽。
A tank body, an inflow pipe and an outflow pipe provided in the tank body, and a vertical pipe with a spiral guide path disposed inside the tank body,
The vertical pipe with a spiral guide path is formed in a spiral shape on a pipe body provided with an outlet at the lower end, a central cylinder extending in the vertical direction along the central axis of the pipe body, and an outer peripheral surface of the central cylinder. And one end of the outflow pipe is connected to the outlet of the pipe body, and the other end of the outflow pipe is led to the outside of the tank body,
The upper end of the tube body is provided with a telescopic tube part that is displaceable in the vertical direction with respect to the upper end part of the tube body, and the tank body includes a power unit that displaces the telescopic tube part in the vertical direction.
A water tank configured to be able to control the inflow of water into a vertical pipe with a spiral guide path by displacing the expansion and contraction pipe part in the vertical direction in accordance with the fluctuation of the water level in the tank body.
伸縮管部は少なくとも一部が蛇腹状に形成されて、管軸方向に伸縮可能とされたことを特徴とする請求項1に記載の水槽。   The aquarium according to claim 1, wherein at least a part of the telescopic tube portion is formed in a bellows shape and can be expanded and contracted in a tube axis direction. 伸縮管部と管本体とは互いに嵌め合い可能に形成され、管本体上端部と伸縮管部下端部とのいずれか一方には環状シール部材が設けられるとともに他方には抜け止め機構が設けられていることを特徴とする請求項1に記載の水槽。   The telescopic tube portion and the tube main body are formed so as to be fitted to each other, and either the upper end portion of the tube main body or the lower end portion of the telescopic tube portion is provided with an annular seal member and the other is provided with a retaining mechanism. The aquarium according to claim 1, wherein:
JP2006284930A 2006-10-19 2006-10-19 Water tank Pending JP2008101397A (en)

Priority Applications (1)

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Publication Number Publication Date
JP2008101397A true JP2008101397A (en) 2008-05-01

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Family Applications (1)

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Country Link
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