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JP4884319B2 - Water tank installation method and installation structure - Google Patents
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JP4884319B2 - Water tank installation method and installation structure - Google Patents

Water tank installation method and installation structure Download PDF

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JP4884319B2
JP4884319B2 JP2007171594A JP2007171594A JP4884319B2 JP 4884319 B2 JP4884319 B2 JP 4884319B2 JP 2007171594 A JP2007171594 A JP 2007171594A JP 2007171594 A JP2007171594 A JP 2007171594A JP 4884319 B2 JP4884319 B2 JP 4884319B2
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water
tank
storage tank
water storage
case
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JP2009007873A (en
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真人 日置
毅博 小林
高道 原田
潤 原田
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Kubota CI Co Ltd
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この発明は貯水槽の設置方法および設置構造に関し、特にたとえば、給水系管路に設けられて、非常時に飲料水として用いられ得る清潔な水を貯留する貯水槽を建築物に設置する、貯水槽の設置方法および設置構造に関する。   BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water tank installation method and installation structure, and in particular, for example, a water tank for installing in a building a water tank for storing clean water that can be used as drinking water in an emergency. It relates to the installation method and installation structure.

近年、大規模地震等の自然災害への懸念の高まりから、断水状態を想定して、各家庭における飲料水の備蓄が推奨されている。そこで、本願発明者らは、給水系管路に設けられる貯水槽を特許文献1に提案した。特許文献1の貯水槽は、槽本体を含み、槽本体には、水道水が供給される第1給水管、および通常取水栓へとつながる複数の第2給水管が接続される。生活用水として槽本体内の水道水を通常取水栓から取り出すと、それに伴い水道水が第1給水管から槽本体内へ供給される。このため、槽本体内の水道水は、生活用水を使用する度に入れ替わり、常に清潔に維持される。したがって、特許文献1の技術によれば、特別なメンテナンス等を必要とすることなく、非常時に飲料水として用いられ得る清潔な水を貯留しておくことができる。
特開2006−160368号
In recent years, because of growing concern about natural disasters such as large-scale earthquakes, it has been recommended to store drinking water in each household assuming a water outage. In view of this, the inventors of the present application have proposed a water storage tank provided in a water supply system pipe line in Patent Document 1. The water storage tank of Patent Document 1 includes a tank body, and a first water supply pipe to which tap water is supplied and a plurality of second water supply pipes connected to a normal water tap are connected to the tank body. When tap water in the tank body is taken out from the normal water tap as domestic water, tap water is supplied from the first water supply pipe into the tank body. For this reason, the tap water in a tank main body is replaced whenever it uses domestic water, and is always kept clean. Therefore, according to the technique of Patent Document 1, clean water that can be used as drinking water in an emergency can be stored without requiring special maintenance or the like.
JP 2006-160368 A

上述のような貯水槽は、地震等が発生して断水状態に陥ったときに、その内部に貯留している水を利用できるように、建築物に設置される。したがって、地震が発生しても、その際の揺れによって貯水槽が破損されないように、建築物に貯水槽を設置する必要がある。しかし、特許文献1には、貯水槽の具体的な設置方法が記載されていない。   The water tank as described above is installed in a building so that when an earthquake or the like occurs and the water is shut down, the water stored therein can be used. Therefore, even if an earthquake occurs, it is necessary to install a water tank in the building so that the water tank is not damaged by the shaking at that time. However, Patent Document 1 does not describe a specific method for installing a water tank.

それゆえに、この発明の主たる目的は、耐震性に優れる、貯水槽の設置方法および設置構造を提供することである。   Therefore, a main object of the present invention is to provide a water tank installation method and an installation structure that are excellent in earthquake resistance.

本発明は、上記の課題を解決するために、以下の構成を採用した。なお、括弧内の参照符号および補足説明等は、本発明の理解を助けるために後述する実施の形態との対応関係を示したものであって、本発明を何ら限定するものではない。   The present invention employs the following configuration in order to solve the above problems. The reference numerals in parentheses, supplementary explanations, and the like indicate correspondence relationships with embodiments described later to help understanding of the present invention, and do not limit the present invention in any way.

請求項1の発明は、給水系管路に設けられる貯水槽を建築物に設置する設置方法であって、槽本体と、槽本体を覆うかつ弾性材によって形成されるケースとを備える貯水槽を用意し、ケース表面と建築物の躯体面とを当接させて躯体に貯水槽を固定する、貯水槽の設置方法である。   Invention of Claim 1 is the installation method which installs the water tank provided in a water supply system pipe line in a building, Comprising: A water tank provided with a tank main body and the case which covers a tank main body and is formed with an elastic material This is a water tank installation method in which the case surface is brought into contact with the housing surface of the building to fix the water tank to the housing.

請求項1の発明では、給水系管路に設けられる貯水槽(10)を、建築物の躯体、たとえば天井裏のコンクリートスラブ(100)や梁(108)などに固定して設置する。貯水槽は、水を貯留する槽本体(12)および槽本体を覆うケース(16)を備え、ケースは、弾性材によって形成される。貯水槽を建築物に設置する際には、ケース表面と躯体面とを当接させた状態で、貯水槽と躯体とを固定する。ケース表面と躯体面とを当接させることによって、地震が発生したときには、貯水槽の動きがひずみのない躯体の動きと同調する共に、ケースの弾性によって地震の揺れが吸収される。したがって、地震の揺れが槽本体に対して与える影響が減少され、槽本体の破損が防止される。   In the first aspect of the present invention, the water tank (10) provided in the water supply system pipeline is fixedly installed on a building frame, for example, a concrete slab (100) or a beam (108) on the back of the ceiling. The water storage tank includes a tank body (12) that stores water and a case (16) that covers the tank body, and the case is formed of an elastic material. When installing the water storage tank in the building, the water storage tank and the housing are fixed in a state where the case surface and the housing surface are in contact with each other. By bringing the case surface and the chassis surface into contact with each other, when an earthquake occurs, the movement of the water tank is synchronized with the movement of the chassis without distortion, and the vibration of the earthquake is absorbed by the elasticity of the case. Therefore, the influence which the shaking of an earthquake has with respect to a tank main body is reduced, and damage to a tank main body is prevented.

請求項1の発明によれば、貯水槽の動きがひずみのない躯体の動きと同調すると共に、ケースの弾性によって地震の揺れが吸収されるので、耐震性に優れる。   According to the first aspect of the present invention, the movement of the water reservoir is synchronized with the movement of the housing without distortion, and the vibration of the earthquake is absorbed by the elasticity of the case, so that the earthquake resistance is excellent.

請求項2の発明は、請求項1の発明に従属し、ケースはその上面が平らな横長形状に形成され、ケース上面と躯体下面とを当接させて、躯体に貯水槽を固定する。   The invention of claim 2 is dependent on the invention of claim 1, and the case is formed in a horizontally long shape with a flat upper surface, and the upper surface of the case and the lower surface of the casing are brought into contact with each other to fix the water storage tank to the casing.

請求項2の発明では、その上面(16a)が平らな横長形状に形成されるケース(16)を備える貯水槽(10)を、建築物の躯体(100,108)の下面(100a,108a)に固定して設置する。ケースの形状をその上面が平らな横長形状、つまり高さの低い形状にすることによって、高さ方向に制限のある天井裏などの躯体に貯水槽を設置できるようになる。また、貯水槽を躯体面に沿うように設置でき、躯体が揺れても貯水槽がひずみ難くなる。さらに、ケースと躯体との当接面積が大きくなり、地震による揺れがケースの弾性によって吸収され易くなる。   In the invention of claim 2, the water tank (10) provided with the case (16) whose upper surface (16a) is formed in a flat horizontally long shape is used as the lower surface (100a, 108a) of the housing (100, 108) of the building. Install in a fixed position. By making the shape of the case into a horizontally long shape with a flat upper surface, that is, a shape having a low height, the water storage tank can be installed in a housing such as a ceiling or the like that is restricted in the height direction. Moreover, a water tank can be installed along a housing | casing surface, and even if a housing shakes, a water storage tank becomes difficult to distort. Furthermore, the contact area between the case and the casing is increased, and the vibration due to the earthquake is easily absorbed by the elasticity of the case.

請求項3の発明は、貯水槽は、槽本体と槽本体を覆うかつ弾性材によって形成されるケースとを備え、ケース表面と建築物の躯体面とを当接させて躯体に貯水槽を固定する、貯水槽の設置構造である。   According to a third aspect of the present invention, the water storage tank includes a tank main body and a case that covers the tank main body and is formed of an elastic material, and the water tank is fixed to the casing by bringing the case surface into contact with the casing surface of the building. This is a storage tank installation structure.

請求項3の発明においても、請求項1の発明と同様の作用効果を示す。   The invention of claim 3 also exhibits the same function and effect as the invention of claim 1.

この発明によれば、貯水槽の動きがひずみのない躯体の動きと同調すると共に、ケースの弾性によって地震の揺れが吸収されるので、耐震性に優れる。   According to the present invention, the movement of the water tank is synchronized with the movement of the housing without distortion, and the vibration of the earthquake is absorbed by the elasticity of the case, so that the earthquake resistance is excellent.

この発明の上述の目的,その他の目的,特徴および利点は、図面を参照して行う以下の実施例の詳細な説明から一層明らかとなろう。   The above object, other objects, features and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the drawings.

図1を参照して、この発明の一実施例である貯水槽の設置方法では、貯水槽10をマンションや戸建などの一般住宅の躯体に固定して設置する。ここで、躯体とは、建築物の構造を支える骨組みをいい、コンクリートスラブ100、梁108および柱などを含む。   Referring to FIG. 1, in the water tank installation method according to an embodiment of the present invention, water tank 10 is fixedly installed on a housing of a general house such as an apartment or a detached house. Here, the frame refers to a framework that supports the structure of a building, and includes a concrete slab 100, a beam 108, a column, and the like.

貯水槽10は、図2−図7に示すように、槽本体12、フレーム14およびケース16を含み、非常時に飲料水として用いられ得る清潔な水を貯留する。貯水槽10は、水道管からの水道水を宅内に供給する第1給水管と、第1給水管によって供給される水道水を各給水栓に配水する複数の第2給水管とを接続する。つまり、貯水槽10は、給水系管路に設けられて、清潔な水を貯留すると共に、給水ヘッダとしても機能する。貯水槽10の内容量は、たとえば36リットルであり、この量は4人家族の3日間の飲料用水使用量に相当する。この実施例では、貯水槽10は、2つの槽本体12を備える。   As shown in FIGS. 2 to 7, the water storage tank 10 includes a tank body 12, a frame 14, and a case 16, and stores clean water that can be used as drinking water in an emergency. The water storage tank 10 connects a first water supply pipe that supplies tap water from the water pipe into the house and a plurality of second water supply pipes that distribute the tap water supplied by the first water supply pipe to each water tap. That is, the water storage tank 10 is provided in the water supply system pipeline, stores clean water, and also functions as a water supply header. The internal volume of the water storage tank 10 is, for example, 36 liters, and this amount corresponds to the amount of drinking water used for 3 days by a family of four. In this embodiment, the water storage tank 10 includes two tank bodies 12.

図2−図4を参照して、槽本体12は、水を貯留する部位であって、硬質塩化ビニルおよびポリエチレンなどの合成樹脂によって形成され、管部18およびキャップ部20を含む。管部18は、両端開口の円管、つまり汎用の合成樹脂製パイプであり、その両端のそれぞれにキャップ部20が設けられる。管部18の内径および長さは、貯留したい水の量によって適宜設定される。たとえば、この実施例では、内径が146mmの円管を用いて管部18を形成し、その長さを約1.1mとすることによって、1つの槽本体12に18リットルの水が貯留される。   Referring to FIGS. 2 to 4, tank body 12 is a part for storing water, is formed of a synthetic resin such as hard vinyl chloride and polyethylene, and includes a pipe part 18 and a cap part 20. The pipe portion 18 is a circular tube having both ends open, that is, a general-purpose synthetic resin pipe, and cap portions 20 are provided at both ends thereof. The inner diameter and length of the pipe part 18 are appropriately set according to the amount of water to be stored. For example, in this embodiment, 18 liters of water is stored in one tank body 12 by forming the pipe part 18 using a circular pipe having an inner diameter of 146 mm and having a length of about 1.1 m. .

キャップ部20は、管部18の両端部外面のそれぞれにTS接合法で接続され、管部18の一方端側に接続される第1キャップ部20a、および他端側に接続される第2キャップ部20bを含む。キャップ部20は、短円筒状の側壁22および側壁22の一方端を封止する円板状の円板部24を有する。側壁22の内面は、管部18の内面より外側に位置し、円板部24と管部18の端面との間には、空間が形成される。また、円板部24には、管部18から遠ざかる方向に、軸方向と平行に突出する2つの受口26が形成される。2つの受口26は、円板部24の上部および下部のそれぞれに形成され、上部に位置する第1受口26aの内面上部は、側壁22の内面上部と滑らかに繋がり、下部に位置する第2受口26bの内面下部は、側壁22の内面下部と滑らかに繋がる。つまり、第1受口26aは、管部18の内面最上部よりも高い位置で、また、第2受口26bは、管部18の内面最下部よりも低い位置で、円板部24と管部18の端面との間に形成された空間に連通する。   The cap part 20 is connected to each of the outer surfaces of both ends of the pipe part 18 by the TS bonding method, the first cap part 20a connected to one end side of the pipe part 18 and the second cap connected to the other end side. Part 20b. The cap unit 20 includes a short cylindrical side wall 22 and a disk-shaped disk unit 24 that seals one end of the side wall 22. The inner surface of the side wall 22 is located outside the inner surface of the tube portion 18, and a space is formed between the disc portion 24 and the end surface of the tube portion 18. Further, the disk portion 24 is formed with two receiving ports 26 protruding in parallel to the axial direction in a direction away from the tube portion 18. The two receiving ports 26 are respectively formed on the upper and lower portions of the disc portion 24, and the upper inner surface of the first receiving port 26 a located at the upper portion is smoothly connected to the upper inner surface of the side wall 22, and is located at the lower portion. The lower part of the inner surface of the two receiving ports 26b is smoothly connected to the lower part of the inner surface of the side wall 22. That is, the first receiving port 26a is higher than the uppermost part of the inner surface of the pipe part 18, and the second receiving port 26b is lower than the lowermost part of the inner surface of the pipe part 18 and the disk part 24 and the pipe. It communicates with the space formed between the end faces of the portion 18.

そして、第1キャップ部20aの第1受口26aは、導入口として機能し、導入管28と接続される。導入管28は、他の槽本体12からの導入管28と連結されて、その高さを維持したまま2つの槽本体12の間を通って第2キャップ部20b側に延びる。導入管28の端部には、第1給水管(図示せず)と接続される第1接続部30が設けられる。また、導入管28には、バルブ32およびバルブ32に内蔵された逆止弁が設けられる。   The first receiving port 26a of the first cap portion 20a functions as an introduction port and is connected to the introduction tube 28. The introduction pipe 28 is connected to the introduction pipe 28 from the other tank body 12, and extends to the second cap portion 20b side through the space between the two tank bodies 12 while maintaining its height. A first connection part 30 connected to a first water supply pipe (not shown) is provided at the end of the introduction pipe 28. The introduction pipe 28 is provided with a valve 32 and a check valve built in the valve 32.

第1キャップ部20aの第2受口26bは、給水口として機能し、第1導出管34と接続される。第1導出管34は、他の槽本体12からの第1導出管34と連結されて、その高さを維持したまま2つの槽本体12の間を通って第2キャップ部20b側に延びる。第1導出管34の端部には、非常用第2給水管(図示せず)と接続される第2接続部36が設けられる。非常用第2給水管は、通常時には通常取水栓として使用されると共に、非常時(断水時)には非常取水栓として使用される給水栓、たとえば台所の給水栓に繋がる。   The second receiving port 26b of the first cap portion 20a functions as a water supply port and is connected to the first outlet pipe 34. The first lead-out pipe 34 is connected to the first lead-out pipe 34 from the other tank main body 12 and extends between the two tank main bodies 12 while maintaining the height thereof and extends toward the second cap portion 20b. A second connection portion 36 connected to an emergency second water supply pipe (not shown) is provided at the end of the first outlet pipe 34. The emergency second water supply pipe is normally used as a water intake tap in normal times, and is connected to a water supply tap used as an emergency water intake tap in an emergency (when water is shut off), for example, a kitchen water tap.

第2キャップ部20bの第1受口26aは、給水口として機能し、第2導出管38と接続される。この第2導出管38は、その高さを維持したまま第2キャップ部20bから離れる方向に延びる。第2導出管38の端部には、通常用第2給水管(図示せず)と接続される第3接続部40が設けられる。通常用第2給水管は、非常取水栓として使用されるものを除く各給水栓、たとえばトイレや浴室の給水栓に繋がる。   The first receiving port 26a of the second cap portion 20b functions as a water supply port and is connected to the second outlet pipe 38. The second lead-out pipe 38 extends in a direction away from the second cap portion 20b while maintaining its height. A third connection portion 40 connected to a normal second water supply pipe (not shown) is provided at the end of the second outlet pipe 38. The normal second water supply pipe is connected to each water faucet except for the one used as an emergency water faucet, for example, a water faucet in a toilet or bathroom.

第2キャップ部20bの第2受口26bは、第2キャップ部20bの第1受口26aと同様に、給水口として機能し、第2導出管38と接続される。第2受口26bに接続される第2導出管38は、上方に屈曲して、第1受口26aに接続される第2導出管38と同じ高さになり、第2キャップ部20bから離れる方向に延びる。また、第2受口26bに接続される第2導出管38には、吸気口が形成され、この吸気口には、サイフォン現象を防止するための吸気弁42が設けられる。   Similarly to the first receiving port 26a of the second cap part 20b, the second receiving port 26b of the second cap part 20b functions as a water supply port and is connected to the second outlet pipe 38. The second lead-out pipe 38 connected to the second receiving port 26b bends upward, becomes the same height as the second lead-out pipe 38 connected to the first receiving port 26a, and is separated from the second cap portion 20b. Extend in the direction. In addition, an intake port is formed in the second outlet pipe 38 connected to the second receiving port 26b, and an intake valve 42 for preventing a siphon phenomenon is provided at the intake port.

また、槽本体12には、連結体44が設けられる。連結体44は、槽本体12とフレーム14とを連結して固定するための部材である。また、この実施例では、貯水槽10は2つの槽本体12を備えるので、連結体44は、槽本体12同士を連結する部材としても機能する。具体的には、連結体44は、ステンレス鋼などの金属によって形成され、その両端が外側に向かって屈曲する短半円筒状の連結体部材を組み合わせることによって、槽本体12を挟み込んで連結する略眼鏡状に形成される。この実施例では、2つの連結体44が、キャップ部20近傍の管部18外面にそれぞれ取り付けられる。また、連結体44の両端部44aには、槽本体12の高さ範囲内で、上下方向に形成される間隔が設けられる。この間隔に後述する第1フレーム48を嵌め込み、ボルト止めすることによって、連結体44とフレーム14とが接続される。   The tank body 12 is provided with a connecting body 44. The connecting body 44 is a member for connecting and fixing the tank body 12 and the frame 14. Moreover, in this Example, since the water storage tank 10 is provided with the two tank main bodies 12, the connection body 44 functions also as a member which connects the tank main bodies 12 mutually. Specifically, the connecting body 44 is formed of a metal such as stainless steel, and is combined with a short semi-cylindrical connecting body member whose both ends bend outward, thereby sandwiching and connecting the tank body 12. It is formed in glasses. In this embodiment, two connecting bodies 44 are respectively attached to the outer surface of the pipe portion 18 in the vicinity of the cap portion 20. Moreover, the space | interval formed in the up-down direction is provided in the both ends 44a of the connection body 44 within the height range of the tank main body 12. FIG. A first frame 48 (to be described later) is fitted into this interval and bolted to connect the connecting body 44 and the frame 14.

また、管部18に連結体44を取り付ける際には、管部18と連結体44との間に、ウレタン等によって形成される断熱材46が挟み込まれる。管部18内の温度と連結体44の温度とに差が生じた場合、管部18と連結体44とが直接触れていると、その接触部に結露が発生する恐れがあるため、断熱材46によってそれを防止する。また、弾性を有する断熱材46を介して管部18に連結体44を取り付けることによって、地震が発生して貯水槽10全体が揺れたとしても、その揺れは断熱材46の弾性によって吸収され、管部18の破損が防止される。   Further, when attaching the connecting body 44 to the pipe portion 18, a heat insulating material 46 formed of urethane or the like is sandwiched between the pipe portion 18 and the connecting body 44. When there is a difference between the temperature in the pipe portion 18 and the temperature of the connecting body 44, if the pipe portion 18 and the connecting body 44 are in direct contact with each other, condensation may occur at the contact portion. 46 prevents it. Moreover, even if an earthquake occurs and the whole water storage tank 10 shakes by attaching the coupling body 44 to the pipe part 18 via the heat insulating material 46 which has elasticity, the shaking is absorbed by the elasticity of the heat insulating material 46, Damage to the pipe portion 18 is prevented.

フレーム14は、ステンレス鋼などの金属によって、2つの槽本体12を囲繞する平面矩形形状に形成される。フレーム14は、上述の連結体44などを介して槽本体12を支持すると共に、貯水槽10を建築物に取り付ける際の取付具として機能する。フレーム14を形成する際には、溝形鋼などの汎用の形鋼を用いることができる。   The frame 14 is formed in a planar rectangular shape surrounding the two tank bodies 12 by a metal such as stainless steel. The frame 14 supports the tank body 12 via the above-described connecting body 44 and the like, and functions as an attachment for attaching the water storage tank 10 to the building. When forming the frame 14, a general-purpose shape steel such as a grooved steel can be used.

具体的には、フレーム14は、第1フレーム48および第2フレーム50を含み、第1フレーム48は、連結体44の両端部44aのそれぞれに、2つの連結体44を結ぶように接続される。つまり、第1フレーム48は、槽本体12の高さ範囲内で、槽本体12の両側のそれぞれに設けられて、槽本体12の長さ方向に延びる。第1フレーム48は、外方に向かって開口する溝形の断面形状を有し、槽本体12よりも長い長さを有する。たとえば、第1フレーム48の長さは1360mmであり、その幅は30mmであり、その高さは60mmである。   Specifically, the frame 14 includes a first frame 48 and a second frame 50, and the first frame 48 is connected to each of both end portions 44 a of the connection body 44 so as to connect the two connection bodies 44. . That is, the first frame 48 is provided on each side of the tank body 12 within the height range of the tank body 12 and extends in the length direction of the tank body 12. The first frame 48 has a groove-shaped cross-sectional shape that opens outward, and has a length longer than that of the tank body 12. For example, the first frame 48 has a length of 1360 mm, a width of 30 mm, and a height of 60 mm.

また、第1フレーム48には、貯水槽10を建築物に取り付ける際に利用される取付部52が形成される。取付部52は、たとえば、第1フレーム48を鉛直方向に連通する略楕円形状の孔であり、この孔に後述する吊ボルト102等が挿通される。取付部52は、貯水槽10を建築物に取り付けた際の重量バランスを考慮した位置に形成され、この実施例では、連結体44の端部近傍のそれぞれに計4つの取付部52が形成される。   Further, the first frame 48 is formed with an attachment portion 52 that is used when the water tank 10 is attached to a building. The attachment portion 52 is, for example, a substantially elliptical hole that allows the first frame 48 to communicate in the vertical direction, and a suspension bolt 102 and the like to be described later are inserted into the hole. The attachment portion 52 is formed at a position in consideration of the weight balance when the water tank 10 is attached to the building. In this embodiment, a total of four attachment portions 52 are formed in the vicinity of the end portion of the connection body 44. The

第2フレーム50は、槽本体12の端面より外側で、2つの第1フレーム48を連結し、フレーム14の強度、延いては貯水槽10の強度を高める。第2フレーム50は、Lアングル等の金具を介して第1フレーム48にボルト止めされて固定される。第2フレーム50の長さ、つまり2つの第1フレーム48の間の間隔は、たとえば475mmである。また、槽本体12の第2キャップ部20b側の第2フレーム50は、上述の導入管28および第2導出管38と第1導出管34との間を通るように形成され、その幅は、導入管28および第2導出管38と第1導出管34との間の間隔に相当する大きさに設定される。つまり、第2キャップ部20b側の第2フレーム50の上面に、導入管28および第2導出管38が乗るように沿い、その下面に、第1導出管34が沿う。したがって、第2キャップ部20b側の第2フレーム50に、各管28,34,38を容易に固定することができ、各管28,34,38に各給水管を接続した場合にも、各管28,34,38の撓み等による破損を防止することができる。   The second frame 50 is connected to the two first frames 48 on the outer side of the end face of the tank body 12 to increase the strength of the frame 14 and thus the strength of the water storage tank 10. The second frame 50 is bolted and fixed to the first frame 48 via a metal fitting such as an L angle. The length of the second frame 50, that is, the distance between the two first frames 48 is, for example, 475 mm. Further, the second frame 50 on the second cap portion 20b side of the tank body 12 is formed so as to pass between the introduction pipe 28 and the second outlet pipe 38 and the first outlet pipe 34, and its width is The inlet pipe 28 and the second outlet pipe 38 are set to a size corresponding to the distance between the first outlet pipe 34. That is, the introduction pipe 28 and the second outlet pipe 38 are on the upper surface of the second frame 50 on the second cap portion 20b side, and the first outlet pipe 34 is along the lower surface thereof. Therefore, each pipe | tube 28,34,38 can be easily fixed to the 2nd flame | frame 50 by the side of the 2nd cap part 20b, and when each water supply pipe | tube is connected to each pipe | tube 28,34,38, Damage due to bending of the tubes 28, 34, 38 can be prevented.

また、図5−図7に示すように、貯水槽10はケース16を備え、上述の槽本体12および各管28,34,38などはケース16内に横置きで収納される。ケース16は、槽本体12および各管28,34,38を覆って一定温度に保温すると共に、詳細は後述するように、貯水槽10の耐震性を向上させるために利用される。   As shown in FIGS. 5 to 7, the water storage tank 10 includes a case 16, and the tank main body 12 and the pipes 28, 34, and 38 are stored horizontally in the case 16. The case 16 covers the tank body 12 and the tubes 28, 34, and 38 and keeps the temperature constant, and is used to improve the earthquake resistance of the water tank 10 as will be described in detail later.

具体的には、ケース16は、保温性および難燃性を有する発泡スチロールおよびウレタン等の弾性材によって形成され、その上面16aおよび下面16bが平面である扁平横長形状の箱形に形成される。ケース16は、たとえば、その上部54と下部56とが別体として形成され、槽本体12などをその内部に収納した後、接着剤や粘着テープを用いる等して、上部54と下部56とが一体化されて箱形となる。たとえば、ケース16の長さは1600mmであり、その幅は535mmであり、その高さは240mmである。   Specifically, the case 16 is formed of a foamed polystyrene having a heat retaining property and flame retardancy and an elastic material such as urethane, and is formed in a flat horizontally long box shape whose upper surface 16a and lower surface 16b are flat. For example, the upper part 54 and the lower part 56 of the case 16 are formed as separate bodies, and the upper part 54 and the lower part 56 are separated by using an adhesive or an adhesive tape after the tank body 12 is accommodated therein. It is integrated into a box shape. For example, the length of the case 16 is 1600 mm, its width is 535 mm, and its height is 240 mm.

ケース16の両側面16cには、第1フレーム48の外形に相当する大きさの窪み部58が形成される。第1フレーム48は、この窪み部58に嵌り込むようにしてケース16の両側面16cから露出し、ケース16の両端面16dの近傍まで延びる。また、ケース16の両側面16cには、第1フレーム48の各取付部52の上方および下方を連通する切欠部60が形成される。この切欠部60によって、取付部52がケース16から上下方向に露出し、取付部52に後述する吊ボルト102等が取付可能になる。   On both side surfaces 16 c of the case 16, recessed portions 58 having a size corresponding to the outer shape of the first frame 48 are formed. The first frame 48 is exposed from the both side surfaces 16 c of the case 16 so as to fit into the recess 58, and extends to the vicinity of both end surfaces 16 d of the case 16. Further, on both side surfaces 16 c of the case 16, cutout portions 60 that communicate with the upper and lower portions of the attachment portions 52 of the first frame 48 are formed. With this cutout portion 60, the attachment portion 52 is exposed in the vertical direction from the case 16, and a suspension bolt 102 or the like described later can be attached to the attachment portion 52.

また、ケース16の端面16dの一方には、各管28,34,38に設けられる各接続部30,36,40に応じた位置に、複数(この実施例では6つ)の接続口62が形成され、この接続口62を介して各接続部30,36,40に各給水管が接続される。   Further, a plurality (six in this embodiment) of connection ports 62 are provided on one end surface 16d of the case 16 at positions corresponding to the connection portions 30, 36, 40 provided on the pipes 28, 34, 38. The water pipes are formed and connected to the connection portions 30, 36, and 40 through the connection ports 62.

このような貯水槽10では、日常生活において各給水栓から水道水が使用される度に、槽本体12内の水が自動的に入れ替わるため、常に清潔な水を確保できる。また、合成樹脂製パイプを用いて槽本体12形成したので、槽本体12は、機械的性質、特に可撓性に優れるようになり、地震が発生しても槽本体12には亀裂などが生じ難い。さらに、槽本体12と取付具として機能するフレーム14とを一体化した構造とし、槽本体12の高さ範囲内に収まるようにフレーム14を設けたので、貯水槽10を建築物に設置した際の高さ寸法を抑えることができる。また、フレーム14を、槽本体12を囲繞する平面矩形形状に形成したので、フレーム14の強度が十分に確保され、延いては貯水槽10自体の強度が十分に確保される。   In such a water tank 10, since the water in the tank main body 12 is automatically replaced every time tap water is used from each water tap in daily life, clean water can always be secured. In addition, since the tank body 12 is formed using a synthetic resin pipe, the tank body 12 has excellent mechanical properties, particularly flexibility, and the tank body 12 is cracked even if an earthquake occurs. hard. Further, since the tank body 12 and the frame 14 functioning as a fixture are integrated, and the frame 14 is provided so as to be within the height range of the tank body 12, the water tank 10 is installed in the building. The height dimension can be suppressed. Further, since the frame 14 is formed in a planar rectangular shape surrounding the tank body 12, the frame 14 is sufficiently strong, and the water tank 10 itself is sufficiently strong.

図1に戻って、貯水槽の設置方法は、上述のような貯水槽10を建築物の天井裏などに設置する際に適用される。以下に、RC構造(鉄筋コンクリート構造)を有するマンションに貯水槽10を設置する場合について説明する。この場合には、マンションの天井裏の躯体、すなわちコンクリートスラブ(以下、単に「スラブ」ということがある。)100に、貯水槽10を吊り下げて設置する。   Returning to FIG. 1, the water tank installation method is applied when the water tank 10 as described above is installed on the ceiling of a building or the like. Below, the case where the water tank 10 is installed in the apartment which has RC structure (reinforced concrete structure) is demonstrated. In this case, the water storage tank 10 is suspended and installed in a housing on the ceiling of the apartment, that is, a concrete slab (hereinafter, simply referred to as “slab”) 100.

具体的には、図1および図8に示すように、先ず、第1フレーム48の取付部52の位置に応じた間隔で、スラブ100に吊ボルト102を設ける。次に、下から貯水槽10を持ち上げて、取付部52のそれぞれに吊ボルト102を挿通する。この際には、耐衝撃性を有する硬質塩化ビニル等で形成される管状の補強具104を、第1フレーム48の内面に当接するように噛ましておくとよい。そして、ケース16の上面16aをスラブ100の下面100aに当接させ、その状態で、ナット等を適宜用いて第1フレーム48と吊ボルト102とを固定し、貯水槽10をスラブ100に設置する。   Specifically, as shown in FIGS. 1 and 8, first, suspension bolts 102 are provided on the slab 100 at intervals according to the positions of the attachment portions 52 of the first frame 48. Next, the water storage tank 10 is lifted from below, and the suspension bolts 102 are inserted into the attachment portions 52. At this time, a tubular reinforcing tool 104 formed of hard vinyl chloride or the like having impact resistance may be bitten so as to contact the inner surface of the first frame 48. Then, the upper surface 16a of the case 16 is brought into contact with the lower surface 100a of the slab 100, and in this state, the first frame 48 and the suspension bolt 102 are fixed appropriately using a nut or the like, and the water tank 10 is installed on the slab 100. .

このように、ケース16の上面16aをスラブ100の下面100aに当接させる設置構造にすることによって、地震が発生した際には、貯水槽10の動きが、ひずみのないスラブ100の動きと同調する。つまり、貯水槽10は、スラブ100と共に揺れるだけで、スラブ100からひずみの影響を受けない。また、ケース16の弾性によって、地震によるスラブ100の揺れが吸収される。したがって、地震の揺れが槽本体12に及ぼす影響を減少させることができるので、槽本体12の破損を防ぐことができ、槽本体12内の清潔な水は確保される。つまり、耐震性に優れる。   In this way, by adopting an installation structure in which the upper surface 16a of the case 16 is in contact with the lower surface 100a of the slab 100, the movement of the water tank 10 is synchronized with the movement of the slab 100 without distortion when an earthquake occurs. To do. That is, the water storage tank 10 only shakes with the slab 100 and is not affected by strain from the slab 100. Moreover, the vibration of the slab 100 due to the earthquake is absorbed by the elasticity of the case 16. Therefore, since the influence which the shaking of an earthquake has on the tank main body 12 can be reduced, the damage to the tank main body 12 can be prevented, and clean water in the tank main body 12 is ensured. That is, it is excellent in earthquake resistance.

また、ケース16の形状を、その上面16aが平らな扁平横長形状とすることによって、スラブ100の下面100aに沿うように貯水槽10を設置することができる、つまりケース16の下面16bとスラブ100の下面100aとの距離を短くすることができるので、貯水槽10の動きがスラブ100の動きと同調し易くなる。また、スラブ100の下面100aとの当接面積が大きくなるので、地震によるスラブ100の揺れが、ケース16の弾性によって吸収され易くなる。   Moreover, the water tank 10 can be installed along the lower surface 100a of the slab 100 by making the shape of the case 16 into a flat horizontally long shape whose upper surface 16a is flat, that is, the lower surface 16b of the case 16 and the slab 100. Since the distance to the lower surface 100a of the slab 100 can be shortened, the movement of the water storage tank 10 is easily synchronized with the movement of the slab 100. Moreover, since the contact area with the lower surface 100a of the slab 100 is increased, the vibration of the slab 100 due to the earthquake is easily absorbed by the elasticity of the case 16.

さらに、スラブ100(後述する梁108も同様)の下に設けられる天井材106に貯水槽10を置いて設置するのでは無く、スラブ100に貯水槽10を吊り下げて設置するので、スラブ100と比較して強度の弱い天井材106が、地震時に破損して、貯水槽10ごと落下してしまうようなことがない。   Furthermore, since the water storage tank 10 is not placed and installed on the ceiling material 106 provided under the slab 100 (the same applies to a beam 108 described later), the water storage tank 10 is suspended and installed on the slab 100. In comparison, the ceiling material 106 having a lower strength is not damaged during an earthquake and falls together with the water tank 10.

なお、上述の実施例では、RC構造(鉄筋コンクリート構造)を有するマンションに貯水槽10を設置する場合について説明したが、貯水槽の設置方法は、木造の建築物に貯水槽10を設置する場合にも適用できる。この場合には、図9に示すように、木造の建築物の天井裏の躯体、すなわち梁108に貯水槽10を吊り下げて設置する。   In addition, although the above-mentioned Example demonstrated the case where the water tank 10 was installed in the apartment which has RC structure (reinforced concrete structure), the installation method of a water tank is when installing the water tank 10 in a wooden building. Is also applicable. In this case, as shown in FIG. 9, the water storage tank 10 is suspended and installed on a frame on the ceiling of a wooden building, that is, a beam 108.

具体的には、梁108にLアングル110を固定し、このLアングル110に吊ボルト102を取り付ける。そして、スラブ100に設置した場合と同様に、下から槽本体10を持ち上げて、取付部52のそれぞれに吊ボルト102を挿通し、ケース16の上面16aを梁108の下面108aに当接させ、ナット等で適宜固定する。このようにしても、貯水槽10の動きが、ひずみのない梁108の動きと同調し、ケース16の弾性によって地震による揺れが吸収されるので、耐震性に優れる。   Specifically, an L angle 110 is fixed to the beam 108 and a suspension bolt 102 is attached to the L angle 110. Then, similarly to the case where it is installed in the slab 100, the tank body 10 is lifted from below, the suspension bolts 102 are inserted into each of the attachment portions 52, the upper surface 16a of the case 16 is brought into contact with the lower surface 108a of the beam 108, Fix with nuts as appropriate. Even if it does in this way, since the motion of the water tank 10 synchronizes with the motion of the beam 108 without a distortion | strain, the shake by an earthquake is absorbed by the elasticity of the case 16, and it is excellent in earthquake resistance.

また、上述の実施例では、槽本体12の高さ範囲内に設けられるフレーム14を利用して、貯水槽10を躯体に設置するようにしたが、これに限定されない。たとえば、槽本体12の高さ範囲から外れる位置にフレーム14を設け、このフレーム14を利用して貯水槽10を躯体に設置してもよい。   Moreover, in the above-mentioned Example, although the water storage tank 10 was installed in the housing | casing using the flame | frame 14 provided in the height range of the tank main body 12, it is not limited to this. For example, the frame 14 may be provided at a position that deviates from the height range of the tank body 12, and the water storage tank 10 may be installed on the housing using the frame 14.

また、貯水槽10が備えるフレーム14を利用するのではなく、たとえば、図10に示すように、貯水槽10とは別体の取付具112を利用して、貯水槽10を躯体に設置することもできる。この場合には、たとえば、貯水槽10を設置した際、ケース16の両側面16cに沿うような位置に、複数の吊ボルト102を並べてスラブ100に設けておく。次に、貯水槽10を持ち上げて、吊ボルト102の間を通すようにして、ケース16の上面16aをスラブ100の下面100aに当接させる。そして、この状態で、ケース16の両側面16cに沿うように設置された吊ボルト102の間に、溝形鋼などによって形成される取付具112を渡し、取付具112によって貯水槽10を下から支持するようにして、取付具112と吊ボルト102とをナット等で適宜固定する。また、この際には、貯水槽10が横方向にずれないように、貯水槽10と吊ボルト102或いは取付具112とを適宜固定する。   Further, instead of using the frame 14 provided in the water storage tank 10, for example, as shown in FIG. 10, the water storage tank 10 is installed in the housing by using a fixture 112 separate from the water storage tank 10. You can also. In this case, for example, when the water storage tank 10 is installed, a plurality of suspension bolts 102 are arranged on the slab 100 in a position along the both side surfaces 16 c of the case 16. Next, the water storage tank 10 is lifted, and the upper surface 16 a of the case 16 is brought into contact with the lower surface 100 a of the slab 100 so as to pass between the suspension bolts 102. And in this state, the attachment tool 112 formed with grooved steel etc. is passed between the suspension bolts 102 installed along the both side surfaces 16c of the case 16, and the water storage tank 10 is moved from below by the attachment tool 112. The fixture 112 and the suspension bolt 102 are appropriately fixed with a nut or the like so as to be supported. At this time, the water storage tank 10 and the suspension bolt 102 or the fixture 112 are appropriately fixed so that the water storage tank 10 does not shift laterally.

なお、上述の実施例のように、貯水槽10を建築物の天井裏に設置するのは、非常取水栓として使用される給水栓よりも高い位置に貯水槽10を設置するためである。これにより、非常時に、自然流下によって貯水槽10内の水を非常取水栓から取り出すことができるようになる。   The reason for installing the water storage tank 10 on the back of the ceiling of the building as in the above-described embodiment is to install the water storage tank 10 at a position higher than the water tap used as an emergency water intake tap. Thereby, in emergency, the water in the water storage tank 10 can be taken out from the emergency intake tap by natural flow.

ただし、貯水槽の設置方法は、天井裏のスラブ100や梁108に吊り下げて貯水槽10を設置する場合だけでなく、床下などに置いて貯水槽10を設置する場合にも適用できる。たとえば、床下に貯水槽10を設置する場合には、床下のコンクリート基礎上にボルトを打ち込み、取付部52にそのボルトを挿通して、ケース16の下面16bをコンクリート基礎の上面に当接させ、ナット等で適宜固定するとよい。このようにしても、貯水槽10の動きが、ひずみのないコンクリート基礎の動きと同調し、ケース16の弾性によって地震による揺れが吸収されるので、耐震性に優れる。なお、戸建の床下に貯水槽10を設置する場合には、自然流下によって貯水槽10内の貯留水を取り出すことは難しいので、槽本体12の上部に取水口を別途設け、非常時には、その取水口から貯留水を取り出す必要が生じる場合がある。しかし、たとえば集合住宅であれば、共用エリアに貯水槽10を設置し、階下で貯留水を取り出すようにすることもできる。   However, the installation method of the water storage tank can be applied not only when the water storage tank 10 is installed by being suspended from the slab 100 or the beam 108 on the back of the ceiling, but also when the water storage tank 10 is installed under the floor or the like. For example, when installing the water storage tank 10 under the floor, a bolt is driven on the concrete foundation under the floor, the bolt is inserted into the mounting portion 52, and the lower surface 16b of the case 16 is brought into contact with the upper surface of the concrete foundation. It is good to fix with a nut etc. suitably. Even if it does in this way, since the motion of the water storage tank 10 synchronizes with the motion of a concrete foundation without a distortion | strain, the shake by an earthquake is absorbed by the elasticity of the case 16, and it is excellent in earthquake resistance. In addition, when installing the water storage tank 10 under the floor of a detached house, since it is difficult to take out the stored water in the water storage tank 10 by natural flow, a separate water intake is provided at the upper part of the main body 12 of the tank. It may be necessary to remove the stored water from the intake. However, for example, in the case of an apartment house, it is possible to install the water storage tank 10 in the common area and take out the stored water downstairs.

また、上述の実施例では、槽本体12を横置きで収納するケース16を備える貯水槽10を想定し、スラブ100などの横方向に延びる躯体に貯水槽10を設置するようにしたが、これに限定されない。たとえば、槽本体12を縦置きで収納する縦長形状のケース16を備える貯水槽10を設置する場合には、柱などの縦方向に延びる躯体の側面に縦長形状のケース16の側面を当接させて、躯体に貯水槽10を固定して設置することもできる。この場合には、縦長形状のケース16の側面が横長形状のケース16の上面16aに相当する。   Moreover, in the above-mentioned Example, the water storage tank 10 provided with the case 16 which accommodates the tank main body 12 horizontally is assumed, and the water storage tank 10 was installed in the housing | casing which extends in the horizontal direction, such as the slab 100, but this It is not limited to. For example, when installing the water storage tank 10 provided with the vertically long case 16 for storing the tank main body 12 in a vertical position, the side surface of the vertically long case 16 is brought into contact with the side surface of a vertically extending casing such as a pillar. In addition, the water storage tank 10 can be fixed to the housing. In this case, the side surface of the vertically long case 16 corresponds to the upper surface 16 a of the horizontally long case 16.

また、貯水槽10を設置する躯体は、建築物内のものに限定されない。たとえば、建築物外にその表面が露出する柱などの躯体に貯水槽10を設置することもできる。この場合には、貯水槽10全体を保護部材で覆うようにするとよい。また、建築物外に貯水槽10を設ける場合であっても、建築物内から貯留水を取り出すようにすることもできる。   Moreover, the housing which installs the water tank 10 is not limited to the thing in a building. For example, the water storage tank 10 can be installed in a frame such as a pillar whose surface is exposed outside the building. In this case, it is preferable to cover the entire water storage tank 10 with a protective member. Even when the water tank 10 is provided outside the building, the stored water can be taken out from the building.

さらに、槽本体12を覆うケース16の形状は、扁平横長形状に限定されず、当接させる躯体面の形状等に応じて、適宜な形状を採用できる。たとえば、円柱形状のケース16を採用することもできる。ただし、躯体面との当接面積を大きくとることができ、また、躯体面に沿うように設置できる形状が好ましい。   Furthermore, the shape of the case 16 covering the tank body 12 is not limited to a flat horizontally long shape, and an appropriate shape can be adopted according to the shape of the casing surface to be brought into contact. For example, a cylindrical case 16 may be employed. However, the shape which can take large contact area with a housing | casing surface and can be installed along a housing | casing surface is preferable.

この発明の一実施例の貯水槽の設置方法によって、貯水槽をコンクリートスラブに設置した様子(設置構造)を貯水槽の端面側から示す図解図である。It is an illustration figure which shows a mode (installation structure) which installed the water storage tank in the concrete slab from the end surface side of the water storage tank by the installation method of the water storage tank of one Example of this invention. 図1の貯水槽の内部構造を示す平面図である。It is a top view which shows the internal structure of the water storage tank of FIG. 図1貯水槽の内部構造を示す側面図である。1 is a side view showing the internal structure of the water storage tank. 図1貯水槽の内部構造を示す端面図である。1 is an end view showing the internal structure of the water storage tank. 図1の貯水槽の外観を示す平面図である。It is a top view which shows the external appearance of the water storage tank of FIG. 図1の貯水槽の外観を示す側面図である。It is a side view which shows the external appearance of the water storage tank of FIG. 図1の貯水槽の外観を示す端面図である。It is an end elevation which shows the external appearance of the water storage tank of FIG. 図1の貯水槽の設置方法によって、コンクリートスラブに貯水槽を設置した様子を貯水槽の側面側から示す図解図である。It is an illustration figure which shows a mode that the water storage tank was installed in concrete slab by the installation method of the water storage tank of FIG. 1 from the side surface side of a water storage tank. この発明の他の実施例の貯水槽の設置方法によって、梁に貯水槽を設置した設置構造を貯水槽の端面側から示す図解図である。It is an illustration figure which shows the installation structure which installed the water storage tank in the beam by the installation method of the water storage tank of the other Example of this invention from the end surface side of a water storage tank. この発明のさらに他の実施例の貯水槽の設置方法によって、コンクリートスラブに貯水槽を設置した様子を貯水槽の側面側から示す図解図である。It is an illustration figure which shows a mode that the water tank was installed in the concrete slab by the water tank installation method of the further another Example of this invention from the side surface side of a water tank.

符号の説明Explanation of symbols

10 …貯水槽
12 …槽本体
14 …フレーム
16 …ケース
16a …ケースの上面
52 …取付部
100 …コンクリートスラブ
108 …梁
DESCRIPTION OF SYMBOLS 10 ... Water tank 12 ... Tank main body 14 ... Frame 16 ... Case 16a ... Upper surface of case 52 ... Mounting part 100 ... Concrete slab 108 ... Beam

Claims (3)

給水系管路に設けられる貯水槽を建築物に設置する設置方法であって、
槽本体と、前記槽本体を覆うかつ弾性材によって形成されるケースとを備える貯水槽を用意し、
前記ケース表面と前記建築物の躯体面とを当接させて、前記躯体に前記貯水槽を固定する、貯水槽の設置方法。
An installation method for installing a water tank provided in a water supply pipeline in a building,
Prepare a water storage tank comprising a tank body and a case that covers the tank body and is formed of an elastic material,
An installation method of a water storage tank, wherein the case surface and a housing surface of the building are brought into contact with each other to fix the water storage tank to the housing.
前記ケースは、その上面が平らな横長形状に形成され、
前記ケース上面と前記躯体下面とを当接させて、前記躯体に前記貯水槽を固定する、請求項1記載の貯水槽の設置方法。
The case is formed in a horizontally long shape with a flat upper surface,
The water tank installation method according to claim 1, wherein the upper surface of the case and the lower surface of the housing are brought into contact with each other to fix the water storage tank to the housing.
貯水槽は、槽本体と、前記槽本体を覆うかつ弾性材によって形成されるケースとを備え、
前記ケース表面と建築物の躯体面とを当接させて、前記躯体に前記貯水槽を固定する、貯水槽の設置構造。
The water storage tank includes a tank main body and a case that covers the tank main body and is formed of an elastic material.
An installation structure of a water storage tank, wherein the case surface and a housing surface of a building are brought into contact with each other to fix the water storage tank to the housing.
JP2007171594A 2007-06-29 2007-06-29 Water tank installation method and installation structure Active JP4884319B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01138960A (en) * 1987-11-26 1989-05-31 Matsushita Electric Works Ltd Stepping motor
JP3029990B2 (en) * 1996-01-29 2000-04-10 鹿島建設株式会社 Water supply system in apartment houses
JP2001115506A (en) * 1999-10-19 2001-04-24 Kimio Kawai Water storage equipment
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