JP6282483B2 - Water supply / distribution pipe structure - Google Patents

Water supply / distribution pipe structure Download PDF

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JP6282483B2
JP6282483B2 JP2014031567A JP2014031567A JP6282483B2 JP 6282483 B2 JP6282483 B2 JP 6282483B2 JP 2014031567 A JP2014031567 A JP 2014031567A JP 2014031567 A JP2014031567 A JP 2014031567A JP 6282483 B2 JP6282483 B2 JP 6282483B2
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distribution pipe
water
water supply
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supply
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JP2015155628A (en
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鉄兵 岡村
鉄兵 岡村
雅夫 高野
雅夫 高野
洋一郎 小島
洋一郎 小島
祐矢 山崎
祐矢 山崎
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Kojima Industries Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B10/00Integration of renewable energy sources in buildings
    • Y02B10/50Hydropower in dwellings

Description

本発明は、水が垂直下方に流下する径路として垂直に配設された垂直給配水管を少なくとも含む給配水管構造に関する。   The present invention relates to a water supply / distribution pipe structure including at least a vertical water supply / distribution pipe arranged vertically as a path through which water flows vertically downward.

ビルや家屋等の建築物、産業機械や電化製品等の各種機器、発電所やダム等の構造物、及び工場や農場などあらゆる分野において、種々の目的で水が利用されている。この場合、水の供給源から必要とされる場所へ水を給水、配水、ないし導水したり、循環または排水するため、給水管、配水管、導水管ないし排水管(以下、これらを総称して「給配水管」と称す)が種々の径路で配されている。そのうち、例えば水平方向に配された水平給配水管と垂直に配された垂直給配水管とが連続し、水平方向に流れてきた水が垂直下方に流下するよう配された部分がある。   Water is used for various purposes in buildings, houses, and other buildings, industrial machines, various devices such as electrical appliances, power plants, dams, structures, factories, and farms. In this case, in order to supply, distribute, or conduct water, or circulate or drain the water from the water supply source to the required location, a water supply pipe, water distribution pipe, water conduit or drain pipe (hereinafter collectively referred to as these) (Referred to as “water supply and distribution pipes”). Among them, for example, there is a portion in which a horizontal water supply / distribution pipe arranged in the horizontal direction and a vertical water supply / distribution pipe arranged vertically are continuous, and water flowing in the horizontal direction flows down vertically.

例えば特許文献1の図4には、道路の側溝から地中の貯留管へ水を配水するための配水径路として、側溝から延びた上段の水平配水管と、貯留管に連結された下段の水平配水管との間に垂直配水管が配されており、上段の水平配水管内を流動する水が、垂直配水管内において垂直下方へ流下するよう配されている。これによれば、垂直配水管内を水が流下する勢い(流水力)を利用して側溝から貯留管へ水を積極的に配水することができる。   For example, FIG. 4 of Patent Document 1 shows an upper horizontal water distribution pipe extending from the side groove and a lower horizontal pipe connected to the storage pipe as a water distribution route for distributing water from the side groove of the road to the underground storage pipe. A vertical water distribution pipe is arranged between the water distribution pipes, and water flowing in the upper horizontal water distribution pipe is arranged to flow downward vertically in the vertical water distribution pipe. According to this, water can be actively distributed from the side groove to the storage pipe using the momentum (flowing hydropower) that the water flows down in the vertical water distribution pipe.

また、例えば落差を利用した水力発電などでは、垂直給配水管の下方に発電用水車(ランナ)を配し、垂直給配水管内を水が流下する流水力を利用して発電用水車を回転させるなど、流水力を各種機器の駆動力として利用する場合もある。   For example, in hydroelectric power generation using a head, a power generation turbine (runner) is arranged below the vertical water supply / distribution pipe, and the power generation turbine is rotated by using the hydropower that causes water to flow down the vertical supply / distribution pipe. In some cases, hydropower is used as driving force for various devices.

特開平11−124885号公報Japanese Patent Application Laid-Open No. 11-122485

このように、水が流下する流水力ないしその作用は、古くから種々の目的で利用されている。しかしながら、従来は垂直給配水管内を水が充満した状態、すなわち水が垂直給配水管の壁面に接触した状態で流下させていた。これでは、水の粘性摩擦により流水のエネルギー損失が生じて流水力が低下してしまう。当該水の粘性摩擦による流水のエネルギー損失を低減するには、水の流速を小さくして垂直給配水管壁面との相対速度を小さくするか、または単位断面積に対する壁面との接触面積の割合を小さくするため、垂直給配水管を太くする必要がある。   As described above, the flowing force or the action of flowing water has been used for various purposes since ancient times. However, conventionally, the vertical supply / distribution pipe has been filled with water, that is, the water has been allowed to flow down in contact with the wall surface of the vertical supply / distribution pipe. In this case, energy loss of the flowing water occurs due to the viscous friction of the water, and the flowing force is reduced. In order to reduce the energy loss of flowing water due to the viscous friction of the water, reduce the flow rate of water to reduce the relative speed with the vertical water distribution pipe wall surface, or the ratio of the contact area with the wall surface to the unit cross-sectional area can be reduced. To make it smaller, it is necessary to make the vertical water distribution pipe thicker.

しかし、水が垂直に流下する垂直給配水管においては、水の流速を小さくして垂直給配水管壁面との相対速度を小さくすることはできない。一方、垂直給配水管の太さを大きくすることは可能であるが、これでは広い配管スペースが必要なため、狭小空間や比較的小型の構造物等では困難である。そもそも、垂直給配水管の太さを大きくしたとしても、水と垂直給配水管とが接触している限り流水のエネルギー損失は生じるので、根本的な解決には至らない。   However, in a vertical supply / distribution pipe in which water flows vertically, the flow rate of water cannot be reduced to reduce the relative speed with the vertical supply / distribution pipe wall surface. On the other hand, although it is possible to increase the thickness of the vertical water supply and distribution pipe, this requires a wide piping space, which is difficult in a narrow space or a relatively small structure. In the first place, even if the thickness of the vertical water supply and distribution pipe is increased, energy loss of running water occurs as long as the water and the vertical water supply and distribution pipe are in contact with each other.

そこで、本発明はこのような課題を解決するものであって、流水のエネルギー損失が生じることなく流水力を最大限利用できる、給配水管構造を提供することを目的とする。   Therefore, the present invention solves such a problem, and an object of the present invention is to provide a water supply and distribution pipe structure that can make maximum use of flowing water without causing energy loss of flowing water.

そのための手段として、本発明は、水が垂直下方に流下する径路として垂直に配設された垂直給配水管を少なくとも含む給配水管構造であって、前記垂直給配水管の上端部が、他の部位よりも内径が小さな小径部となっていることを特徴とする。なお、本発明において「給配水管」とは、給水管、配水管、導水管、及び排水管など、水が流動していく径路として配設された配管の総称である。   As a means for that purpose, the present invention provides a water distribution pipe structure including at least a vertical water supply / distribution pipe arranged vertically as a path through which water flows vertically downward, and the upper end portion of the vertical water supply / distribution pipe has another It is characterized by being a small-diameter portion whose inner diameter is smaller than that of the part. In the present invention, the “supply / distribution pipe” is a general term for pipes arranged as paths through which water flows, such as a water supply pipe, a water distribution pipe, a water conduit, and a drain pipe.

なお、前記垂直給配水管の小径部には、整流器を設けることが好ましい。また、前記小径部の直上には、貯留槽を設けることも好ましい。   In addition, it is preferable to provide a rectifier in the small diameter part of the said vertical supply and distribution pipe. It is also preferable to provide a storage tank immediately above the small diameter portion.

本発明によれば、垂直給配水管の始端部位に当たる上端部を敢えて他の部位より小径にしているため、この小径部を介して流下する水の直径は、必然的に垂直給配水管の内径よりも小さくなる。これにより、垂直給配水管内では水が垂直給配水管に接触しないか、接触するとしても極僅かでほぼ自由落下する状態となるため、水の粘性摩擦による流水のエネルギー損失が殆ど生じることがない。而して、落差による流水力を最大限利用することができる。また、垂直給配水管を必要以上に太くする必要がないため、狭小空間等においても適用可能となる。   According to the present invention, since the upper end portion corresponding to the start end portion of the vertical water supply / distribution pipe is deliberately made smaller in diameter than other portions, the diameter of the water flowing down through this small diameter portion is inevitably the inner diameter of the vertical water supply / distribution pipe. Smaller than. As a result, the water does not contact the vertical water supply / distribution pipe in the vertical water supply / distribution pipe. . Thus, the hydropower generated by the head can be utilized to the maximum. In addition, since it is not necessary to make the vertical water supply / distribution pipes thicker than necessary, the present invention can be applied even in a narrow space.

また、小径部に整流器を設けていれば、流下していく水の拡散を防いでほぼきれいな柱状の水流とすることができるため、水と垂直給配水管との接触、延いては流水のエネルギー損失を確実に防ぐことができる。これにより、流水力をほぼ100%残した状態で水を送ることができる。なお、垂直給配水管の壁面に比べて、空気の粘性抵抗は殆ど無視できるほど極めて小さい。   In addition, if a rectifier is provided in the small-diameter part, it is possible to prevent the diffusion of the flowing water and to make a nearly clean columnar water flow, so that the contact between the water and the vertical water supply / distribution pipe, and consequently the energy of the flowing water Loss can be reliably prevented. Thereby, water can be sent in the state which left flowing water power almost 100%. In addition, compared with the wall surface of a vertical water supply / distribution pipe, the viscous resistance of air is very small so that it can be disregarded.

また、小径部の直上に貯留槽を設けていれば、供給源や循環により供給されてきた水が一旦貯留槽に貯留され、流量の変化に応じて水位が変動することで小径部への入水圧力が変動する。これによって上部配管への圧力の影響を抑制することができる。さらに、小径部の径を変化させることにより、流下していく水の流速及びこれに起因する水流直径の調整が容易となり、水と垂直給配水管との接触、延いては流水のエネルギー損失をより確実に防ぐことができる。   In addition, if a storage tank is provided immediately above the small-diameter portion, the water supplied by the supply source or circulation is once stored in the storage tank, and the water level fluctuates according to the change in the flow rate so that the water enters the small-diameter portion. Pressure fluctuates. As a result, the influence of pressure on the upper pipe can be suppressed. Furthermore, by changing the diameter of the small diameter part, it is easy to adjust the flow velocity of the flowing water and the resulting water flow diameter, thereby reducing the contact between the water and the vertical water distribution pipe, and consequently the energy loss of the flowing water. This can be prevented more reliably.

実施形態1の断面図である。1 is a cross-sectional view of Embodiment 1. FIG. 実施形態2の断面図である。6 is a cross-sectional view of a second embodiment. FIG.

(実施形態1)
以下に、本発明の代表的な実施形態について説明する。図1に示すように、本実施形態1の給配水管構造は、水の径路として水平に配された水平給配水管10と、垂直に配された垂直給配水管20とを有する。詳しくは、水平給配水管10の下流に垂直給配水管20が連続しており、水平給配水管10と垂直給配水管20との間、すなわち垂直給配水管20の直上には貯留槽30が設けられている。
(Embodiment 1)
Hereinafter, representative embodiments of the present invention will be described. As shown in FIG. 1, the water supply / distribution pipe structure of Embodiment 1 includes a horizontal water supply / distribution pipe 10 arranged horizontally as a water path and a vertical water supply / distribution pipe 20 arranged vertically. Specifically, a vertical water supply / distribution pipe 20 is continuous downstream of the horizontal water supply / distribution pipe 10, and a storage tank 30 is provided between the horizontal water supply / distribution pipe 10 and the vertical water supply / distribution pipe 20, that is, immediately above the vertical water supply / distribution pipe 20. Is provided.

水平給配水管10は特別な構造は特に有さず、従来から公知の全ての給配水管を使用できる。当該水平給配水管10の上流側は、直接又は図外の径路を経由して水道や貯留タンク等の水供給源(図示せず)と連通している。若しくは、垂直給配水管20から給配水された水が循環供給されるように構成することもできる。   The horizontal water supply / distribution pipe 10 does not have any special structure, and any conventionally known water supply / distribution pipe can be used. The upstream side of the horizontal water supply / distribution pipe 10 communicates with a water supply source (not shown) such as a water supply or a storage tank directly or via a non-illustrated path. Alternatively, the water supplied / distributed from the vertical water supply / distribution pipe 20 may be circulated and supplied.

水平給配水管10の下流端は、貯留槽30に連結されている。貯留槽30は、垂直給配水管20へ導入される水を一旦ある程度貯留するために配されるものである。そのため、例えば水供給源としての貯留タンク等と比べてかなり小さくてよい。具体的な大きさは、水平給配水管10からの水供給量、必要な貯留量、垂直給配水管20への水導入量等に応じて適宜選択すればよい。貯留槽30の大きさは必要最低限の大きさとして、できるだけ小さいことが好ましい。給配水管構造の小型化に有利となるからである。   The downstream end of the horizontal water supply / distribution pipe 10 is connected to the storage tank 30. The storage tank 30 is arranged to temporarily store water introduced into the vertical water supply / distribution pipe 20 to some extent. Therefore, it may be considerably smaller than, for example, a storage tank as a water supply source. The specific size may be appropriately selected according to the amount of water supplied from the horizontal supply / distribution pipe 10, the necessary storage amount, the amount of water introduced into the vertical supply / distribution pipe 20, and the like. The size of the storage tank 30 is preferably as small as possible as the minimum required size. This is because it is advantageous for downsizing the water supply and distribution pipe structure.

垂直給配水管20の上端部は他の部位よりも小径な小径部となっており、当該小径部には整流器21が挿嵌されている。整流器21は、水分子の分子運動の方向を揃えて綺麗な柱状の水流にするためのものであって、軸方向に延びる細長孔が複数並設された蜂の巣状のハニカムを好適に使用できる。小径部の内径(整流器21の外径)は、垂直給配水管20内を自由落下していく水の柱が、当該垂直給配水管20の周壁へまともに接触しない程度であればよく、この範囲内においてできるだけ大きいことが好ましい。流水のエネルギー損失を避けながら、水の流量をかせぐためである。なお、垂直給配水管20の下端は自由開口となっている。そのうえで本実施形態1では、垂直給配水管20の下方に、例えば図外の発電装置等に連結された水車40が配されている。   The upper end portion of the vertical water supply / distribution pipe 20 is a small-diameter portion having a smaller diameter than other portions, and a rectifier 21 is inserted into the small-diameter portion. The rectifier 21 is for aligning the direction of molecular motion of water molecules to form a clean columnar water flow, and a honeycomb honeycomb having a plurality of elongated holes extending in the axial direction can be suitably used. The inner diameter of the small-diameter portion (outer diameter of the rectifier 21) may be such that the column of water that freely falls within the vertical water supply / distribution pipe 20 does not contact the peripheral wall of the vertical water supply / distribution pipe 20 properly. It is preferably as large as possible within the range. This is to increase the flow rate of water while avoiding energy loss of running water. In addition, the lower end of the vertical water supply / distribution pipe 20 is a free opening. In addition, in the first embodiment, a water wheel 40 connected to, for example, a power generation device (not shown) is disposed below the vertical water supply / distribution pipe 20.

水平給配水管10から供給された水Wは、垂直給配水管20へ導入される前に、一旦貯留槽30内に貯留される。これにより、水平給配水管10より上部の径路における圧力が安定する。さらに、小径部の内径の大きさを調節することにより、垂直給配水管20内の流速変化を抑制させることができるし、逆に、垂直給配水管20内における水の径や流速を調節することも可能である。   The water W supplied from the horizontal supply / distribution pipe 10 is temporarily stored in the storage tank 30 before being introduced into the vertical supply / distribution pipe 20. Thereby, the pressure in the path above the horizontal water supply and distribution pipe 10 is stabilized. Furthermore, by adjusting the size of the inner diameter of the small-diameter portion, it is possible to suppress changes in the flow velocity in the vertical water supply / distribution pipe 20, and conversely, the water diameter and flow velocity in the vertical water supply / distribution pipe 20 are adjusted. It is also possible.

貯留槽30に貯留されている水Wは、整流器21を介して垂直給配水管20へ導入される。これにより、水の分子運動の方向が一方向に揃えられる(整流される)。そのうえで、整流器21(垂直給配水管20の上端部)は他の部位より小径となっているので、垂直給配水管20へ導入された水Wは、当該垂直給配水管20の周壁に衝突することなく綺麗な柱状となって自由落下していく。これにより、水の粘性摩擦による流水のエネルギー損失が生じることが防がれる。   The water W stored in the storage tank 30 is introduced into the vertical water supply / distribution pipe 20 via the rectifier 21. Thereby, the direction of molecular motion of water is aligned in one direction (rectified). In addition, since the rectifier 21 (the upper end portion of the vertical water supply / distribution pipe 20) has a smaller diameter than other parts, the water W introduced into the vertical water supply / distribution pipe 20 collides with the peripheral wall of the vertical water supply / distribution pipe 20. Without falling into a beautiful columnar shape. Thereby, it is prevented that the energy loss of flowing water by the viscous friction of water arises.

そして、垂直給配水管20から排出された水Wは下方の水車40へ衝突し、その衝突力(流水力)によって水車40が回動することになる。なお、水車40へ衝突する水の径と流速は、小径部の内径の大きさや整流器21の細孔径等によって調整することができる。   And the water W discharged | emitted from the vertical water supply / distribution pipe | tube 20 collides with the lower water wheel 40, and the water wheel 40 rotates with the collision force (flowing hydropower). In addition, the diameter and flow velocity of the water colliding with the water wheel 40 can be adjusted by the size of the inner diameter of the small diameter portion, the pore diameter of the rectifier 21, and the like.

(変形例)
以上、本発明の代表的な実施形態1について説明したが、これに限られず、本発明の要旨を逸脱しない範囲で種々の変更が可能である。例えば図2に示す実施形態2のように、垂直給配水管20の直上に貯留槽を設けず、水平給配水管10と垂直給配水管20とを直接連結することもできる。また、同実施形態2のように、垂直給配水管20の下端にも下段の水平給配水管11が連結された水路として構成することもできる。
(Modification)
The representative embodiment 1 of the present invention has been described above. However, the present invention is not limited thereto, and various modifications can be made without departing from the gist of the present invention. For example, like Embodiment 2 shown in FIG. 2, the horizontal supply / distribution pipe 10 and the vertical supply / distribution pipe 20 can also be connected directly, without providing a storage tank immediately above the vertical supply / distribution pipe 20. Further, as in the second embodiment, the lower horizontal supply / distribution pipe 11 may be connected to the lower end of the vertical supply / distribution pipe 20 as a water channel.

また、垂直給配水管20内の水流が当該垂直給配水管20の周壁にまともに接触しない限り、整流器21も必ずしも設ける必要はない。   In addition, the rectifier 21 is not necessarily provided as long as the water flow in the vertical water supply / distribution pipe 20 does not properly contact the peripheral wall of the vertical water supply / distribution pipe 20.

垂直給配水管20の上流や下流に連結される給配水管は、必ずしも水平である必要はなく、斜めでも良い。また、貯留槽30を介して垂直給配水管20の上流側に連結される給配水管であれば、垂直であっても良い。   The water supply / distribution pipe connected to the upstream or downstream of the vertical water supply / distribution pipe 20 does not necessarily have to be horizontal, and may be oblique. Moreover, as long as it is a water supply / distribution pipe connected to the upstream side of the vertical water supply / distribution pipe 20 through the storage tank 30, it may be vertical.

本発明の給配水管構造は、給水用、配水用、導水用、及び排水用など、落差による水の流水力を利用するものであれば、種々の用途に使用することができる。   The water supply / distribution pipe structure of the present invention can be used for various applications as long as it uses the flow force of water due to a drop, such as for water supply, water distribution, water conveyance, and drainage.

10・11 水平給配水管
20 垂直給配水管
21 整流器
30 貯留槽
40 水車

10.11 Horizontal supply and distribution pipe 20 Vertical supply and distribution pipe 21 Rectifier 30 Reservoir 40 Water wheel

Claims (3)

水が垂直下方に流下する径路として垂直に配設された垂直給配水管を少なくとも含む給配水管構造であって、
前記垂直給配水管の上端部が、他の部位よりも内径が小さな小径部となっており、
前記垂直給配水管の小径部に整流器が設けられており、
前記整流器の真下に、該整流器の径より大きい径の前記垂直給配水管が設定されており、
前記整流器は、軸方向に延びる細長孔が複数並設された蜂の巣状のハニカムであることを特徴とする、給配水管構造。
A water supply / distribution pipe structure including at least a vertical water supply / distribution pipe arranged vertically as a path through which water flows vertically downward,
The upper end portion of the vertical water supply and distribution pipe is a small-diameter portion whose inner diameter is smaller than other parts,
A rectifier is provided in a small diameter portion of the vertical water supply and distribution pipe,
The vertical water supply and distribution pipe having a diameter larger than the diameter of the rectifier is set immediately below the rectifier ,
The water supply / distribution pipe structure according to claim 1, wherein the rectifier is a honeycomb-like honeycomb having a plurality of elongated holes extending in the axial direction .
前記小径部の直上に貯留槽が設けられている、請求項1に記載の給配水管構造。   The water supply / distribution pipe structure according to claim 1, wherein a storage tank is provided immediately above the small-diameter portion. 前記整流器は、前記垂直給配水管の上端部よりも下方に突出している、請求項1または請求項2に記載の給配水管構造。   The water supply / distribution pipe structure according to claim 1 or 2, wherein the rectifier protrudes downward from an upper end portion of the vertical water supply / distribution pipe.
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