JP2004026252A - Water storage tank having mechanism for controlling protective water for canopy - Google Patents

Water storage tank having mechanism for controlling protective water for canopy Download PDF

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Publication number
JP2004026252A
JP2004026252A JP2002187363A JP2002187363A JP2004026252A JP 2004026252 A JP2004026252 A JP 2004026252A JP 2002187363 A JP2002187363 A JP 2002187363A JP 2002187363 A JP2002187363 A JP 2002187363A JP 2004026252 A JP2004026252 A JP 2004026252A
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Japan
Prior art keywords
water
canopy
sheet
float
protective
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JP2002187363A
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Japanese (ja)
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JP3902517B2 (en
Inventor
Isamu Nagatsuka
長束 勇
Fujio Muroi
室井 藤夫
Tetsuo Miyata
宮田 哲郎
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AIZU KOKENSHA KK
Mitsuboshi Belting Ltd
National Institute for Rural Engineering
Shibata Industrial Co Ltd
Original Assignee
AIZU KOKENSHA KK
Mitsuboshi Belting Ltd
National Institute for Rural Engineering
Shibata Industrial Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a water storage tank which has a submersible type and floating type canopy and enables redundant water of a protective water layer to be efficiently discharged at a low cost by a simple structure. <P>SOLUTION: A part or the whole of the floating type canopy of the water storage tank 1 is composed of an impermeable flexible sheet 2, and the protective water layer is formed of the protective water 5 above the sheet 2. A counterweight 3 is provided in a prescribed position on the sheet 2, and a float 6, which floats on the water surface of the protective water 5, is connected to the counterweight 3 by a coupling material 8 such as a cord. When the quantity of the protective water 5 is increased by a rainfall and the like, the float 6 is pulled into the protective water 5 while the counterweight 3 is sunk down; the redundant water is discharged through an exhaust port 7 and a drain hose 9, which are provided in the float 6; and the quantity of the protective water 5 on the sheet 2 is maintained. Thus, a reduction in stored water 4 is prevented. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本願発明は、浮上式天蓋の上部に紫外線などによる天蓋の劣化を防止したり、寒冷時における凍結による水上浮上式天蓋の水面昇降に対する追従阻害を防止するために保護水層を形成した潜水型の浮上式天蓋を備えた貯水槽の改良に関するものである。
【0002】
【従来の技術】
平成14年5月10日発行の日本農業新聞には、本願の発明者らが開発した浮上式天蓋を備えた貯水槽について、天蓋本体と貯水槽の側壁との間を非透水性のフレキシブルな天蓋シートでつなぎ、かつ浮上式天蓋の上方に保護水層を形成させることで、貯水槽内へのゴミの侵入やアオコや水草を発生を防止し、さらに保護水層により天蓋の材質劣化を防止できるようにした潜水型の貯水槽が記載されている。
【0003】
【発明が解決しようとする課題】
上述の浮上式天蓋は、従来の貯水槽側壁に架設される剛体の天蓋に比べ、ローコストであり、貯水槽本体への荷重の負担がないため、既存の貯水槽にも適用できるなど、多くの利点を有する。
【0004】
しかし、前記の記事に、「雨が続くとシート上の水が増え貯水容量を減らすので排水などの作業が必要になるが、その自動化対策も検討する」という記述もあるように解決すべき課題が残っている。
【0005】
すなわち、天蓋の劣化を防止するための保護水層を有する場合、降雨などによって保護水層に余剰水が発生した際、保護水層の余水吐きが適正に働かないと、貯水槽内の利用できる貯水量を減少させることになる。
【0006】
簡易な構造としては、天蓋の所定位置にパイプを取り付け、余水吐き位置につなげるものが考えられるが、貯留水との関係で保護水槽の余剰水のみ排出するのが困難である。これは貯留水と保護水層の水が、浮上式天蓋を構成するシートで区分されているだけで、シートの上側の水圧と下側の水圧が同一となるためである。また、このようなことから、保護水層の水位の調整も難しい。
【0007】
本願発明は、潜水型の浮上式天蓋を用いた場合の上述のような課題の解決を図ったものであり、潜水型の浮上式天蓋を有する貯水槽について、保護水層の余剰水を簡易な構造で、ローコストで、効率よく排水できる貯水槽を提供することを目的としている。
【0008】
【課題を解決するための手段】
本願の請求項1に係る貯水槽は、貯留水を覆い貯留水上に浮上可能とした浮上式天蓋の一部または全部を非透水性のフレキシブルなシートで構成し、前記浮上式天蓋の上部に天蓋を保護するための保護水層を形成させるとともに、前記シートの所定位置に重錘を設けることで、貯水槽内に貯留水が満たされている状態において前記シートに張力が生じるようにし、かつ前記重錘と排水口を備えたフロートとを所定長さの連結材でつなぎ、前記保護水層の水量が所定以上に増加した場合に、前記重錘が前記フロートを保護水層中に引き込むことにより、保護水層の余剰水が前記フロートの排水口を通じて排出されるようにしたことを特徴とするものである。
【0009】
シートの素材は、非透水性であれば特に限定されず、合成樹脂製のもの、ゴム製のものなどを使用することができる。要は浮上式天蓋としての上下動に馴染むフレキシビィリティーがあればよく、平坦であってもよいし、蛇腹状に折り曲げたものであってもよい。
【0010】
重錘も特に限定されないが、簡単なものとしては、例えば鉄片などの鉄材を用いることができる。排水口を備えたフロートと重錘を連結する連結材も、特に限定されないが、必要な引張強度を有すれば合成繊維等からなる紐あるいはロープなどで十分であり、フレキシブルで取扱いやすいものが望ましい。
【0011】
この請求項1に係る発明では、貯水槽内に必要量の貯水を行った状態で、降雨などにより保護水層の水量が増加すると、浮上式天蓋を下方に引っ張っている重錘が、さらに下方に沈みながら連結材でつながれたフロートを保護水層中に引き込む。
【0012】
このとき、貯留水と保護水層とに挟まれる浮上式天蓋のシートには重錘の沈降に伴う張力が作用しており、フロートに設けられた排水口をホースなどで余水吐き位置につないでおくことで、貯留水を減少させることなく、フロートの排水口に流入する保護水層の余剰水を効率的に排出させることができる。
【0013】
また、貯水量が一定の場合、重錘の位置は保護水層の水量で決まるため、連結材の長さの設定により保護水層の水位を設定することができ、特に監視装置などを用いなくても、降雨などによって余剰水が発生した場合に、シート最下部の重錘の位置がある限度を超えて下がることで、フロートの排水口を通じて余剰水を自動的に排水することができる。
【0014】
請求項2は、請求項1に係る貯水槽において、前記浮上式天蓋が、フロートを備えた非透水性の天蓋シートからなり、前記天蓋シートの外周部が貯水槽の側壁に取り付けられている場合を限定したものである。
【0015】
浮上式天蓋の全部を非透水性のシートで構成する場合としては、例えば従来の技術の項で述べた平成14年5月10日発行の日本農業新聞にされた貯水槽のように、所望位置に重錘を配設した非透水性フレキシブルシートを、その端部を前記貯水槽本体の側壁上端に取り付けるとともに、前記フレキシブルシートにフロートを設けたものがある。
【0016】
請求項3は、請求項1に係る貯水槽において、前記浮上式天蓋が、フロートを備えたまたはそれ自体がフロートを構成する天蓋本体と、天蓋本体の外周部と貯水層の側壁の内周部をつなぐ非透水性の天蓋シートからなる場合を限定したものである。
【0017】
浮上式天蓋の一部を非透水性のシートで構成する場合としては、例えば特開2002−12291号公報記載の貯水槽のように、浮上式天蓋の天蓋本体部分を貯水槽内の水面下において、水位の変動とともに上下動自在に配設するとともに、貯水槽の側壁と天蓋本体をフレキシブルシートで連結したものがある。
【0018】
本願の請求項4に係る貯水槽は、貯留水を覆い貯留水上に浮上可能とした浮上式天蓋の一部または全部を非透水性のフレキシブルなシートで構成し、前記浮上式天蓋の上部に天蓋を保護するための保護水層を形成させるとともに、前記シートの所定位置に重鍾を設けることで、貯水槽内に貯留水が満たされている状態において前記シートに張力が生じるようにし、かつ保護水層にフロートを浮かべ前記重錘と所定長さの連結材でつなぎ、前記保護水層の水量が所定以上に増加した場合に、前記重錘が前記フロートを保護水層中に引き込む力が働くことで生じる力を検知し、保護水層内に設けた排水装置が働き、保護水の余剰水が保護水用の排水口を通じて排出されるようにしたことを特徴とするものである。
【0019】
請求項1に係る貯水層が特に監視装置等を必要としないのに対し、請求項4のようにフロートを引き込む力を検知し、それに応じて排水ポンプその他の排水装置を作動させることも可能であり、比較的簡易な機構で、ローコストで、自動的に保護水の制御を行うことができる。
【0020】
請求項5に係る貯水層は、貯留水を覆い貯留水上に浮上可能とした浮上式天蓋の一部または全部を非透水性のフレキシブルなシートで構成し、前記浮上式天蓋の上部に天蓋を保護するための保護水層を形成させるとともに、前記シートの所定位置に重鍾を設けることで、貯水槽内に貯留水が満たされている状態において前記シートに張力が生じるようにし、前記重錘が保護水量の増減により上下することを電気的な検知、光学的検知(レーザー光線等)または電磁センサー等により検知することにより重錘位置が適正水量の時より上にあるかまたは下にあるかを判断基準として、保護水が余剰な時は保護水を排除し、保護水が不足なときは保護水を注入する装置を備えたことを特徴とするものである。
【0021】
請求項4が引き込む力を検知するのに対し、請求項5は重錘の位置を検知することにより保護水の自動制御を行うものである。
【0022】
【発明の実施の形態】
図1は、本願発明の一実施形態として浮上式天蓋全体がフレキシブルなシート2で形成されている場合(請求項2に対応)を示したものであるが、天蓋の一部が合成樹脂やゴム等の板状体からなり、その外周部と貯水槽1本体の側壁1aとをフレキシブルなシートでつなぐ場合(請求項3に対応)なども、基本的な構造は同様である。
【0023】
図1(a) は、貯水槽1への注水過程、すなわち貯留水4の量がまだ不十分な状態を示したもので、シート2がたわんだ状態となっている。なお、この例は、貯留水4の貯水を開始する前に、シート2上に所定量の保護水5を注水してある場合である。
【0024】
図中、符号3はシートの所要位置に取り付けた重錘であり、貯留水4が満たされた状態では、図1(b) 、図1(c) のように天蓋としてのシート2に下向きの張力を与える。
【0025】
また、符号6は上部に排水口7を有するフロートであり、重錘3と連結材8(必要な引張強度があればよく、簡単な紐状のものなどでよい。)で連結され、排水口7の他端には余吐き位置へ余剰の保護水5を誘導する排水用ホース9が取り付けられている。
【0026】
図1(b) は、貯水槽1を満水とした通常時の様子を示したもので、重錘4の位置と保護水5の水量が釣り合うことで、フロート6が保護水層の水面に位置している。この状態では保護水5の排水は行われない。なお、図は保護水5の量がほぼ設計における通常時の最大値の状態であり、連結材8が延び切った状態になっているが、設計によっては連結材8の長さに若干の余裕を持たせてもよい。
【0027】
図1(c) は、降雨などにより、保護水層に余剰水が生じた状態を示したものであり、保護水5が増すことで、重錘3は下方へ沈降し、フロート6を保護水5中に引き込む。この状態で、フロート6に設けた排水口7に余剰水が流れ込み、排水用ホース9を通じて、保護水5のみが効率的に排水されることになる。
【0028】
なお、保護水5はもともと蒸散などにより減少する分もあるため、余剰水の排水を必ずしも急激に行う必要はなく、排水口7の数や径は所望の排水速度に応じて設計すればよい。
【0029】
余剰水が排水されて行くに従い、保護水5の減少と重錘3の上昇により、フロート6は徐々に水面に近づき、図1(b) の状態に戻って行く。
【0030】
図2は、保護水層の水量と重錘を付けたフレキシブルなシートからなる浮上式天蓋の変形状態とを貯水槽のモデル(直径30cm)におけるシミュレーションの結果を示したものであり、貯水前のシートがたわんで貯水槽内面に位置した状態で、保護水の平均水深が7mm、12mm、17mmとなる場合を想定し、満水状態でのシート形状をプロットした。
【0031】
注目すべき点は、シート最下部の重錘の位置が、保護水が多くなるに従い下がってくる点であり、本願発明はこの点に着目してシート最下部の重錘の位置がある程度以下になったとき、保護水が自動的に排出されるようにしたものである。なお、添付した図面では、貯留水側の注水口、取水口、排水口等を省略しているが、従来の貯水槽に用いられている種々の形態のものが利用可能であり、これらの形態は特に限定されるものではない。
【0032】
【発明の効果】
請求項1に係る発明では、潜水型の浮上式天蓋の保護水の水量が降雨などにより増加した場合に、重錘に連結された排水口付きのフロートが保護水中に引き込まれることで、フロートの排水口から余剰の保護水のみが効率良く排出され、従来のような貯留水の減少が避けられる。
【0033】
保護水量の調整は重錘とフロートの配置、連結材の長さなどによって簡単に調整することができ、特別の監視設備や排水装置を必要とせず、経済的である。
【0034】
また、機構が簡単なだけでなく、基本的にはメンテナンスフリーであり、その点でもコストの削減が図れる。
【0035】
請求項4、5に係る発明は、請求項1に係る発明に対し、簡易な監視設備と排水装置を用いるものであるが、比較的簡単な機構により、保護水の水量の制御を効率よく行うことができる。
【図面の簡単な説明】
【図1】本願発明の一実施形態として浮上式天蓋全体がフレキシブルなシートで形成されている場合を示したもので、(a) は貯水槽への注水過程の状態を示す断面図、(b) は貯水槽を満水とした通常時の断面図、(c) は保護水層に余剰水が生じた時の排水の様子を示す断面図である。
【図2】保護水層の水量とフレキシブルなシートからなる浮上式天蓋の変形状態との関係のシミュレーション結果を示す図である。
【符号の説明】
1…貯水槽本体、1a…側壁、2…天蓋、3…重錘、4…貯留水、5…保護水、6…フロート、7…排水口、8…連結材、9…排水用ホース
[0001]
TECHNICAL FIELD OF THE INVENTION
The invention of the present application is a submersible type in which a protective water layer is formed on the upper part of the floating type canopy to prevent deterioration of the canopy due to ultraviolet rays or the like and to prevent obstruction of the surface of the floating type canopy from rising and falling due to freezing in cold weather. The present invention relates to improvement of a water storage tank having a floating canopy.
[0002]
[Prior art]
According to the Nihon Agricultural Newspaper issued on May 10, 2002, a water tank equipped with a floating canopy developed by the inventors of the present application has a non-permeable flexible between the canopy body and the side wall of the water tank. By connecting with a canopy sheet and forming a protective water layer above the floating canopy, it prevents garbage from entering the water storage tank and prevents the occurrence of watercress and aquatic plants, and the protective water layer prevents material deterioration of the canopy A submersible water tank is described.
[0003]
[Problems to be solved by the invention]
The above-mentioned floating canopy is less costly than a conventional rigid canopy installed on the side wall of a water tank, and has no load on the water tank body, so it can be applied to existing water tanks. Has advantages.
[0004]
However, in the above-mentioned article, the problem to be solved is as follows: "If rain continues, the amount of water on the sheet will increase and the storage capacity will decrease, so work such as drainage will be required. Remains.
[0005]
In other words, if there is a protective water layer to prevent the canopy from deteriorating, if surplus water is generated in the protective water layer due to rainfall, etc. This will reduce the amount of water that can be stored.
[0006]
As a simple structure, it is conceivable to attach a pipe to a predetermined position of a canopy and connect it to a spillway position. However, it is difficult to discharge only surplus water in a protection water tank in relation to stored water. This is because the stored water and the water in the protective water layer are only separated by the sheet constituting the floating canopy, and the water pressure on the upper side of the sheet and the water pressure on the lower side are the same. In addition, it is difficult to adjust the water level of the protective water layer because of this.
[0007]
The invention of the present application is intended to solve the above-described problem when a submerged floating canopy is used, and for a water storage tank having a submerged floating canopy, the surplus water in the protective water layer can be simply reduced. It is an object of the present invention to provide a water tank that can be efficiently drained at a low cost with a structure.
[0008]
[Means for Solving the Problems]
The water storage tank according to claim 1 of the present application is configured such that a part or all of a floating type canopy which covers the stored water and can float on the stored water is formed of a non-permeable flexible sheet, and a canopy is provided above the floating type canopy. A protective water layer for protecting the sheet is formed, and a weight is provided at a predetermined position of the sheet so that tension is generated in the sheet in a state where the water is filled in the water storage tank, and By connecting the weight and the float provided with the drain with a connecting member of a predetermined length, and when the amount of water in the protective water layer increases more than a predetermined amount, the weight draws the float into the protective water layer. The surplus water in the protective water layer is discharged through a drain port of the float.
[0009]
The material of the sheet is not particularly limited as long as it is impermeable to water, and a synthetic resin material, a rubber material, or the like can be used. In short, it is only necessary that the floating canopy has a flexibility that is compatible with the vertical movement, and it may be flat or may be bent in a bellows shape.
[0010]
The weight is not particularly limited, but as a simple one, for example, an iron material such as an iron piece can be used. The connecting material for connecting the float with the drainage port to the weight is not particularly limited, but a string or a rope made of synthetic fiber or the like is sufficient if it has a necessary tensile strength, and a flexible and easy-to-handle material is desirable. .
[0011]
According to the first aspect of the present invention, when the amount of water in the protective water layer increases due to rain or the like while the required amount of water is stored in the water storage tank, the weight pulling the floating canopy downwards further lowers the weight. The float connected by the connecting material is drawn into the protective water layer while sinking in the water.
[0012]
At this time, tension associated with the sedimentation of the weight acts on the sheet of the floating canopy sandwiched between the stored water and the protective water layer, and the drain port provided on the float is connected to the spillway position with a hose or the like. By doing so, it is possible to efficiently discharge the surplus water of the protective water layer flowing into the drain of the float without reducing the stored water.
[0013]
In addition, when the water storage amount is constant, since the position of the weight is determined by the water amount of the protective water layer, the water level of the protective water layer can be set by setting the length of the connecting member, and particularly without using a monitoring device or the like. However, when excess water is generated due to rainfall or the like, the position of the weight at the bottom of the seat falls below a certain limit, so that the excess water can be automatically drained through the drain port of the float.
[0014]
Claim 2 is the water storage tank according to claim 1, wherein the floating canopy is formed of a water-impermeable canopy sheet provided with a float, and an outer peripheral portion of the canopy sheet is attached to a side wall of the water storage tank. Is limited.
[0015]
When the entire floating canopy is made of a water-impermeable sheet, for example, as described in the section of the prior art, a water tank described in the Nihon Agricultural Newspaper issued on May 10, 2002 may be used. In some cases, a non-permeable flexible sheet provided with a weight is attached to the upper end of a side wall of the water tank body, and a float is provided on the flexible sheet.
[0016]
Claim 3 is the water tank according to claim 1, wherein the floating type canopy is provided with a float or a canopy body itself constituting a float, an outer peripheral portion of the canopy main body, and an inner peripheral portion of a side wall of the reservoir. This is limited to the case of a water-impermeable canopy sheet that connects the sheets.
[0017]
In the case where a part of the floating canopy is formed of a non-permeable sheet, for example, as in a water storage tank described in JP-A-2002-12291, the main body part of the floating canopy is placed below the water surface in the water storage tank. In addition, there is an arrangement in which the side wall of the water storage tank and the canopy main body are connected by a flexible sheet while being arranged so as to be able to move up and down with the fluctuation of the water level.
[0018]
The water storage tank according to claim 4 of the present application is configured such that a part or all of a floating canopy that covers the stored water and can float on the stored water is formed of a non-permeable flexible sheet, and a canopy is provided above the floating canopy. A protective water layer for protecting the sheet is formed, and a heavy line is provided at a predetermined position of the sheet so that tension is generated in the sheet in a state where the storage water is filled in the water storage tank, and the sheet is protected. A float is floated on an aqueous layer and connected to the weight by a connecting member having a predetermined length. When the amount of water in the protective water layer increases to a predetermined value or more, a force acts on the weight to draw the float into the protective water layer. In this case, the drainage device provided in the protective water layer is activated, and the surplus water of the protective water is discharged through the drain port for the protective water.
[0019]
While the reservoir according to claim 1 does not particularly require a monitoring device or the like, it is also possible to detect the force for pulling the float as in claim 4 and to operate a drain pump or other drain device accordingly. Yes, the protection water can be automatically controlled with a relatively simple mechanism at low cost.
[0020]
The water reservoir according to claim 5, wherein a part or all of a floating type canopy that covers the stored water and can float on the stored water is formed of a non-permeable flexible sheet, and protects the canopy above the floating type canopy. A protective water layer is formed at the predetermined position of the sheet, and a tension is generated in the sheet in a state where the storage water is filled in the water storage tank. Judgment of whether the position of the weight is above or below the appropriate amount of water by detecting the rise and fall of the amount of protection water by electrical detection, optical detection (laser beam, etc.) or an electromagnetic sensor. As a criterion, there is provided a device for removing the protected water when the protected water is excessive, and for injecting the protected water when the protected water is insufficient.
[0021]
While claim 4 detects the pulling force, claim 5 performs the automatic control of the protection water by detecting the position of the weight.
[0022]
BEST MODE FOR CARRYING OUT THE INVENTION
FIG. 1 shows a case in which the entire floating type canopy is formed of a flexible sheet 2 (corresponding to claim 2) as an embodiment of the present invention, but a part of the canopy is made of synthetic resin or rubber. The basic structure is the same when the outer peripheral portion and the side wall 1a of the water tank 1 are connected by a flexible sheet (corresponding to claim 3).
[0023]
FIG. 1A shows a process of pouring water into the water storage tank 1, that is, a state in which the amount of the stored water 4 is still insufficient, in which the sheet 2 is bent. Note that this example is a case where a predetermined amount of the protection water 5 is injected onto the sheet 2 before the storage of the storage water 4 is started.
[0024]
In the drawing, reference numeral 3 denotes a weight attached to a required position of the sheet, and when the storage water 4 is filled, the weight 3 faces downward on the sheet 2 as a canopy as shown in FIGS. 1 (b) and 1 (c). Give tension.
[0025]
Reference numeral 6 denotes a float having a drain port 7 on the upper portion, which is connected to the weight 3 by a connecting member 8 (a required tensile strength is sufficient, and a simple string-shaped one or the like may be used). At the other end of 7 is attached a drainage hose 9 for guiding the excess protection water 5 to the excess discharge position.
[0026]
FIG. 1B shows a normal state in which the water tank 1 is filled with water. When the position of the weight 4 and the amount of protection water 5 are balanced, the float 6 is positioned on the water surface of the protection water layer. are doing. In this state, the protection water 5 is not drained. The figure shows a state in which the amount of the protection water 5 is almost the maximum value in the normal state in the design, and the connecting member 8 is in a state of being completely extended. May be provided.
[0027]
FIG. 1C shows a state in which surplus water has been generated in the protective water layer due to rainfall or the like. When the protective water 5 increases, the weight 3 sinks downward and the float 6 protects the float 6. Pull in 5. In this state, surplus water flows into the drain port 7 provided in the float 6, and only the protection water 5 is efficiently drained through the drain hose 9.
[0028]
In addition, since the protection water 5 originally decreases due to transpiration and the like, it is not always necessary to rapidly drain surplus water, and the number and diameter of the drainage ports 7 may be designed according to a desired drainage speed.
[0029]
As the surplus water is drained, the float 6 gradually approaches the water surface due to the decrease of the protection water 5 and the rise of the weight 3, and returns to the state of FIG. 1 (b).
[0030]
FIG. 2 shows the results of a simulation of the water amount of the protective water layer and the deformation state of the floating canopy made of a flexible sheet with a weight, using a water tank model (30 cm in diameter). The sheet shape in a full state was plotted on the assumption that the average water depth of the protection water was 7 mm, 12 mm, and 17 mm in a state where the sheet was bent and positioned on the inner surface of the water storage tank.
[0031]
It should be noted that the position of the weight at the bottom of the seat is lowered as the amount of protection water is increased, and the present invention focuses on this point, and the position of the weight at the bottom of the seat is reduced to some extent. When this happens, the protection water is automatically drained. In addition, in the attached drawings, a water inlet, a water intake, a drain, etc. on the storage water side are omitted, but various forms used in conventional water storage tanks can be used. Is not particularly limited.
[0032]
【The invention's effect】
In the invention according to claim 1, when the amount of protection water of the submersible floating canopy increases due to rainfall or the like, the float with the drain connected to the weight is drawn into the protection water, thereby reducing the float. Only the surplus protection water is efficiently discharged from the drain, and the reduction of the stored water as in the past can be avoided.
[0033]
The amount of protection water can be easily adjusted by the arrangement of the weight and the float, the length of the connecting member, etc., and it is economical because no special monitoring equipment or drainage device is required.
[0034]
In addition, the mechanism is not only simple, but is basically maintenance-free, and in that respect, cost can be reduced.
[0035]
The invention according to claims 4 and 5 uses simple monitoring equipment and a drainage device as compared with the invention according to claim 1, but controls the amount of protection water efficiently with a relatively simple mechanism. be able to.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a state in which a floating canopy is entirely formed of a flexible sheet as an embodiment of the present invention, and FIG. () Is a cross-sectional view in a normal state when the water tank is full, and (c) is a cross-sectional view showing a state of drainage when surplus water is generated in the protective water layer.
FIG. 2 is a diagram illustrating a simulation result of a relationship between a water amount of a protective water layer and a deformed state of a floating canopy formed of a flexible sheet.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Reservoir main body, 1a ... Side wall, 2 ... Canopy, 3 ... Weight, 4 ... Reservoir, 5 ... Protective water, 6 ... Float, 7 ... Drain outlet, 8 ... Connecting material, 9 ... Drain hose

Claims (5)

貯留水を覆い貯留水上に浮上可能とした浮上式天蓋の一部または全部を非透水性のフレキシブルなシートで構成し、前記浮上式天蓋の上部に天蓋を保護するための保護水層を形成させるとともに、前記シートの所定位置に重錘を設けることで、貯水槽内に貯留水が満たされている状態において前記シートに張力が生じるようにし、かつ前記重錘と排水口を備えたフロートとを所定長さの連結材でつなぎ、前記保護水層の水量が所定以上に増加した場合に、前記重錘が前記フロートを保護水層中に引き込むことにより、保護水層の余剰水が前記フロートの排水口を通じて排出されるようにしたことを特徴とする貯水槽。Part or all of the floating canopy that covers the stored water and can float above the stored water is formed of a non-permeable flexible sheet, and a protective water layer for protecting the canopy is formed on the upper part of the floating canopy. Along with providing a weight at a predetermined position of the sheet, a tension is generated in the sheet in a state where the water is filled in the water storage tank, and the weight and a float having a drain port are provided. By connecting with a connecting member of a predetermined length, when the amount of water in the protective water layer is increased to a predetermined value or more, the weight pulls the float into the protective water layer, so that excess water in the protective water layer is removed from the float. A water tank characterized by being discharged through a drain. 前記浮上式天蓋は、フロートを備えた非透水性のフレキシブルな天蓋シートからなり、前記天蓋シートの外周部が貯水槽の側壁に取り付けられている請求項1記載の貯水槽。The water tank according to claim 1, wherein the floating canopy is made of a water-impermeable flexible canopy sheet provided with a float, and an outer peripheral portion of the canopy sheet is attached to a side wall of the water tank. 前記浮上式天蓋は、フロートを備えたまたはそれ自体がフロートを構成する天蓋本体と、天蓋本体の外周部と貯水層の側壁の内周部をつなぐ非透水性のフレキシブルな天蓋シートからなる請求項1記載の貯水槽。The floating canopy comprises a canopy body provided with a float or itself constituting a float, and a water-impermeable flexible canopy sheet connecting an outer peripheral portion of the canopy main body and an inner peripheral portion of a side wall of the reservoir. The water tank according to 1. 貯留水を覆い貯留水上に浮上可能とした浮上式天蓋の一部または全部を非透水性のフレキシブルなシートで構成し、前記浮上式天蓋の上部に天蓋を保護するための保護水層を形成させるとともに、前記シートの所定位置に重鍾を設けることで、貯水槽内に貯留水が満たされている状態において前記シートに張力が生じるようにし、かつ保護水層にフロートを浮かべ前記重錘と所定長さの連結材でつなぎ、前記保護水層の水量が所定以上に増加した場合に、前記重錘が前記フロートを保護水層中に引き込む力が働くことで生じる力を検知し、保護水層内に設けた排水装置が働き、保護水の余剰水が保護水用の排水口を通じて排出されるようにしたことを特徴とする貯水槽。Part or all of the floating canopy that covers the stored water and can float above the stored water is formed of a non-permeable flexible sheet, and a protective water layer for protecting the canopy is formed on the upper part of the floating canopy. At the same time, a weight is provided at a predetermined position of the sheet so that tension is generated in the sheet in a state where the water is filled in the water storage tank, and a float floats on the protective water layer and the weight is fixed to the weight. When the water volume of the protective water layer increases more than a predetermined amount, the weight detects the force generated by the force of drawing the float into the protective water layer, and the protective water layer A water storage tank, wherein a drainage device provided in the inside of the storage tank works so that surplus water of the protection water is discharged through a drain port for the protection water. 貯留水を覆い貯留水上に浮上可能とした浮上式天蓋の一部または全部を非透水性のフレキシブルなシートで構成し、前記浮上式天蓋の上部に天蓋を保護するための保護水層を形成させるとともに、前記シートの所定位置に重鍾を設けることで、貯水槽内に貯留水が満たされている状態において前記シートに張力が生じるようにし、前記重錘が保護水量の増減により上下することを電気的な検知、光学的検知または電磁センサー等により検知することにより重錘位置が適正水量の時より上にあるかまたは下にあるかを判断基準として、保護水が余剰な時は保護水を排除し、保護水が不足なときは保護水を注入する装置を備えたことを特徴とする貯水槽。Part or all of the floating canopy that covers the stored water and can float above the stored water is formed of a non-permeable flexible sheet, and a protective water layer for protecting the canopy is formed on the upper part of the floating canopy. In addition, by providing a weight at a predetermined position of the sheet, tension is generated in the sheet in a state where the storage water is filled in the water storage tank, and the weight is moved up and down by the increase and decrease of the protection water amount. By using electrical, optical or electromagnetic sensors to determine whether the position of the weight is above or below the appropriate amount of water, it is used as a criterion. A water tank characterized by being equipped with a device for removing and injecting protection water when protection water is insufficient.
JP2002187363A 2002-06-27 2002-06-27 Water tank with canopy protection water control mechanism Expired - Lifetime JP3902517B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112857474A (en) * 2021-01-20 2021-05-28 河北建筑工程学院 River rainy season flow dynamic monitoring system and monitoring method thereof

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009127331A (en) * 2007-11-26 2009-06-11 Nishimatsu Constr Co Ltd Floating roof type water storage tank

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112857474A (en) * 2021-01-20 2021-05-28 河北建筑工程学院 River rainy season flow dynamic monitoring system and monitoring method thereof
CN112857474B (en) * 2021-01-20 2022-10-28 河北建筑工程学院 River rainy season flow dynamic monitoring system and monitoring method thereof

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