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JP2011001790A - Rainwater storage device using concrete frame body - Google Patents

Rainwater storage device using concrete frame body Download PDF

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Publication number
JP2011001790A
JP2011001790A JP2009147354A JP2009147354A JP2011001790A JP 2011001790 A JP2011001790 A JP 2011001790A JP 2009147354 A JP2009147354 A JP 2009147354A JP 2009147354 A JP2009147354 A JP 2009147354A JP 2011001790 A JP2011001790 A JP 2011001790A
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Prior art keywords
rainwater
storage
concrete frame
reservoir
frame
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Japanese (ja)
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Seiichiro Takai
征一郎 高井
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TOTETSU Manufacturing CO Ltd
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TOTETSU Manufacturing CO Ltd
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Priority to JP2009147354A priority Critical patent/JP2011001790A/en
Priority to CN2009201666870U priority patent/CN201538986U/en
Priority to KR1020100052650A priority patent/KR101147801B1/en
Publication of JP2011001790A publication Critical patent/JP2011001790A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/02Methods or installations for obtaining or collecting drinking water or tap water from rain-water
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B11/00Arrangements or adaptations of tanks for water supply
    • E03B11/10Arrangements or adaptations of tanks for water supply for public or like main water supply
    • E03B11/12Arrangements or adaptations of tanks for water supply for public or like main water supply of high-level tanks
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B11/00Arrangements or adaptations of tanks for water supply
    • E03B11/10Arrangements or adaptations of tanks for water supply for public or like main water supply
    • E03B11/14Arrangements or adaptations of tanks for water supply for public or like main water supply of underground tanks
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B1/00Methods or layout of installations for water supply
    • E03B1/04Methods or layout of installations for water supply for domestic or like local supply
    • E03B1/041Greywater supply systems
    • E03B2001/047Greywater supply systems using rainwater
    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • 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
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

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  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Sewage (AREA)

Abstract

【課題】コンクリート製枠体が遮水シートの膨張を確実に阻止するとともに、コンクリート製枠体を構成するコンクリート製枠材を互いに密着した状態で効率良く搬送し、またコンクリート製枠体の組立作業性を向上する。
【解決手段】貯留材11bを遮水シート11aで包んで雨水を貯留可能に形成された雨水貯留部11が地上に設置され、雨水貯留部11を収容するコンクリート製枠体12がコンクリート製枠材13を井桁状に積上げるとともに互いに連結して形成される。集められた雨水が流入管19により雨水貯留部11に導かれ、雨水の利用先に給水するために給水管23が雨水貯留部11に接続される。雨水貯留部11から溢れる雨水を排出するためにオーバフロー管26が雨水貯留部11の上部に接続される。
【選択図】図1
An object of the present invention is to provide a concrete frame that reliably prevents expansion of a water-impervious sheet, efficiently conveys concrete frame members constituting the concrete frame in close contact with each other, and assembles the concrete frame. Improve sexiness.
A rainwater storage part 11 formed by wrapping a storage material 11b with a water-impervious sheet 11a so as to be able to store rainwater is installed on the ground, and a concrete frame body 12 containing the rainwater storage part 11 is a concrete frame material. 13 are stacked and connected to each other. The collected rainwater is guided to the rainwater storage part 11 by the inflow pipe 19, and the water supply pipe 23 is connected to the rainwater storage part 11 in order to supply the rainwater usage destination. An overflow pipe 26 is connected to the upper part of the rainwater storage unit 11 in order to discharge overflowing rainwater from the rainwater storage unit 11.
[Selection] Figure 1

Description

本発明は、家屋やビルディング等の建物の樋を流下する雨水を集めて貯留する装置に関する。更に詳しくは、遮水シートの膨張をコンクリート製枠体により阻止する雨水貯留装置に関するものである。   The present invention relates to an apparatus for collecting and storing rainwater flowing down a fence of a building such as a house or a building. More specifically, the present invention relates to a rainwater storage device that prevents the expansion of a water shielding sheet by a concrete frame.

従来、この種の雨水貯留槽として、地下に埋設されて水を貯留可能に構成された地下貯留槽が知られている(例えば、特許文献1参照。)。この地下貯留槽では、内部貯留槽が複数の滞水材(本明細書では、貯留材という)を組合せてなる滞水材(貯留材)の集合体を第1遮水シートにより被覆して構成され、内部貯留槽の外側に土圧吸収用板材が設けられ、更に土圧吸収用板材が第2遮水シートにより被覆される。このように構成された地下貯留槽では、周囲からの土圧が第2遮水シートに加わり、土圧吸収用板材がその土圧を吸収し、第1遮水シートに土圧が直接加わることを防止する。この結果、第2遮水シートが土圧により破損したとしても第1遮水シートが破損することを回避して、内部貯留槽に貯留された水の外部への漏れを有効に防止できるようになっている。   Conventionally, as this kind of rainwater storage tank, an underground storage tank is known that is buried underground and configured to store water (see, for example, Patent Document 1). In this underground storage tank, the internal storage tank is configured by covering a collection of water-holding materials (storage materials) formed by combining a plurality of water-holding materials (referred to as storage materials in this specification) with a first impermeable sheet. The earth pressure absorbing plate is provided outside the internal storage tank, and the earth pressure absorbing plate is further covered with the second water shielding sheet. In the underground storage tank configured as described above, earth pressure from the surroundings is applied to the second impermeable sheet, the earth pressure absorbing plate absorbs the earth pressure, and earth pressure is directly applied to the first impermeable sheet. To prevent. As a result, even if the second water-impervious sheet is damaged by earth pressure, the first water-impervious sheet is avoided from being damaged, so that leakage of water stored in the internal storage tank can be effectively prevented. It has become.

国際公開 WO2006/001139号公報(請求項1、段落[0006])International Publication No. WO2006 / 001139 (Claim 1, Paragraph [0006])

上記従来の特許文献1に示された地下貯水槽では、土が貯留槽内の水圧による遮水シートの膨張を阻止する。しかし、この貯留槽を地上に設置しようとすると、合成ゴム系や剛性樹脂系などの安価な遮水シートを用いた貯留槽では、この遮水シートの膨張を阻止することができない問題点があった。   In the underground water storage tank shown in the above-mentioned conventional Patent Document 1, the soil prevents expansion of the water shielding sheet due to water pressure in the storage tank. However, when this storage tank is installed on the ground, there is a problem that the storage tank using an inexpensive water shielding sheet such as a synthetic rubber system or a rigid resin system cannot prevent the expansion of the water shielding sheet. It was.

本発明の第1の目的は、コンクリート製枠体が遮水シートの膨張を確実に阻止することができる、コンクリート製枠体を用いた雨水貯留装置を提供することにある。本発明の第2の目的は、コンクリート製枠体を構成するコンクリート製枠材を互いに密着した状態で効率良く搬送することができ、またコンクリート製枠体の組立作業性を向上できる、コンクリート製枠体を用いた雨水貯留装置を提供することにある。本発明の第3の目的は、下側貯留部内の水位が低下しても、給水圧力だけで上側貯留部内の雨水を供給先に供給できる、コンクリート製枠体を用いた雨水貯留装置を提供することにある。本発明の第4の目的は、装置上面を緑化できるとともに、覆土による上側貯留部の膨張を阻止できる、コンクリート製枠体を用いた雨水貯留装置を提供することにある。本発明の第5の目的は、下側貯留部に作用する衝撃を吸収できるとともに、下側貯留部からコンクリート製枠体に作用する圧力を緩和でき、また寒冷期における上側貯留部及び下側貯留部内の雨水の凍結を防止できる、コンクリート製枠体を用いた雨水貯留装置を提供することにある。本発明の第6の目的は、安価な廃材の使用量を増やし、高価な貯留材を必要最低限に抑制することにより、製造コストを低減できる、コンクリート製枠体を用いた雨水貯留装置を提供することにある。   A first object of the present invention is to provide a rainwater storage device using a concrete frame body in which the concrete frame body can surely prevent the expansion of the water shielding sheet. A second object of the present invention is a concrete frame which can efficiently transport concrete frame members constituting a concrete frame body in close contact with each other, and can improve the assembly workability of the concrete frame body. The object is to provide a rainwater storage device using a body. The third object of the present invention is to provide a rainwater storage device using a concrete frame that can supply rainwater in the upper storage part to the supply destination only by the supply water pressure even if the water level in the lower storage part is lowered. There is. A fourth object of the present invention is to provide a rainwater storage device using a concrete frame that can greenen the upper surface of the device and prevent the upper storage portion from expanding due to covering soil. The fifth object of the present invention is to absorb the impact acting on the lower reservoir, to relieve the pressure acting on the concrete frame from the lower reservoir, and to upper and lower reservoirs in the cold season. An object of the present invention is to provide a rainwater storage device using a concrete frame that can prevent freezing of rainwater inside the unit. The sixth object of the present invention is to provide a rainwater storage device using a concrete frame that can reduce the manufacturing cost by increasing the amount of inexpensive waste materials used and suppressing the expensive storage materials to the minimum necessary. There is to do.

本発明の第1の観点は、図1及び図3に示すように、地上に設置されるか或いは下部が地中に埋設され上部が地上に突出するように設置され貯留材11bを遮水シート11aで包んで雨水を貯留可能に形成された雨水貯留部11と、雨水貯留部11を収容しコンクリート製枠材13を井桁状に複数段積上げるとともに互いに連結して形成されたコンクリート製枠体12と、集められた雨水を雨水貯留部11に導く流入管19と、雨水の利用先に給水するために雨水貯留部11に接続された給水管23と、雨水貯留部11から溢れる雨水を排出するために雨水貯留部11の上部に接続されたオーバフロー管26とを備えるコンクリート製枠体を用いた雨水貯留装置である。   As shown in FIGS. 1 and 3, the first aspect of the present invention is that the storage material 11b is installed on the ground or installed such that the lower part is buried in the ground and the upper part protrudes to the ground. A rainwater storage portion 11 that is wrapped in 11a so as to be able to store rainwater, and a concrete frame body that is formed by storing the rainwater storage portion 11 and stacking a plurality of concrete frame members 13 in a cross-girder shape and connecting them together. 12, an inflow pipe 19 for leading the collected rainwater to the rainwater storage section 11, a water supply pipe 23 connected to the rainwater storage section 11 for supplying rainwater to a destination, and draining rainwater overflowing from the rainwater storage section 11 This is a rainwater storage device using a concrete frame body that includes an overflow pipe 26 connected to the upper part of the rainwater storage unit 11.

本発明の第2の観点は、第1の観点に基づく発明であって、更に図3及び図4に示すように、コンクリート製枠材12が、両端部の上面及び下面に凹部21a,22aがそれぞれ形成された枠材本体21,22を有し、直交する枠材本体21,22の凹部21a,22aがそれぞれ係合することによりこれらの直交する枠材本体21,22が互いに連結されることを特徴とする。   The second aspect of the present invention is an invention based on the first aspect, and as shown in FIGS. 3 and 4, the concrete frame member 12 has recesses 21a and 22a on the upper and lower surfaces of both ends. The frame member main bodies 21 and 22 are formed, and the orthogonal frame member main bodies 21 and 22 are engaged with each other so that the orthogonal frame member main bodies 21 and 22 are connected to each other. It is characterized by.

本発明の第3の観点は、第2の観点に基づく発明であって、更に図3及び図4に示すように、コンクリート製枠材13は、高さが枠材本体21,22の高さの1/2に形成され両端部の上面に凹部14a,14aがそれぞれ形成された枠下端部材14と、高さが枠材本体21,22の高さの1/2に形成され両端部の下面に凹部15a,15aがそれぞれ形成された枠上端部材15とを更に有することを特徴とする。   3rd viewpoint of this invention is invention based on 2nd viewpoint, Comprising: As shown in FIG.3 and FIG.4, as for the concrete frame material 13, height is the height of frame material main bodies 21 and 22. As shown in FIG. Frame lower end member 14 formed with recesses 14a and 14a on the upper surfaces of both ends, and the lower surface of both ends formed with a height of ½ of the height of frame main bodies 21 and 22, respectively. It further has a frame upper end member 15 in which recesses 15a and 15a are respectively formed.

本発明の第4の観点は、第1の観点に基づく発明であって、更に図5に示すように、地上に設置されるか或いは下部が地中に埋設され上部が地上に突出するように設置され貯留材51bを遮水シート51aで包んで雨水を貯留可能に形成された下側貯留部51と、下側貯留部51より小さく形成され下側貯留部51の上面に設置され雨水を貯留可能な上側貯留部52とを有し、下側貯留部51と上側貯留部52とが連通管53により連通接続され、下側貯留部51に貯留された雨水を上側貯留部52に汲み上げるポンプ54が連通管53の途中に設けられ、流入管19が上側貯留部52に連通接続され、給水管23が上側貯留部52に連通接続され、オーバフロー管66が、上側貯留部52から溢れる雨水を下側貯留部51に導く第1オーバフロー管66aと、下側貯留部51から溢れる雨水を排出する第2オーバフロー管66bとを有することを特徴とする。   The fourth aspect of the present invention is an invention based on the first aspect, and as shown in FIG. 5, it is installed on the ground or the lower part is buried in the ground and the upper part protrudes on the ground. A lower storage part 51 that is installed so as to be able to store rainwater by wrapping the storage material 51b with a water shielding sheet 51a, and is installed on the upper surface of the lower storage part 51 that is smaller than the lower storage part 51 and stores rainwater. And a pump 54 that pumps rainwater stored in the lower reservoir 51 to the upper reservoir 52. The lower reservoir 51 and the upper reservoir 52 are connected to each other through a communication pipe 53. Is provided in the middle of the communication pipe 53, the inflow pipe 19 is connected to the upper storage section 52, the water supply pipe 23 is connected to the upper storage section 52, and the overflow pipe 66 discharges the rainwater overflowing from the upper storage section 52. 1st overrun to the side reservoir 51 And low pipe 66a, and having a second overflow pipe 66b for discharging the rain water overflowing from the lower reservoir 51.

本発明の第5の観点は、第1又は第4の観点に基づく発明であって、更に図1に示すように、露出する雨水貯留部11の上面或いは露出する上側貯留部及び下側貯留部の上面を土18で覆うことにより、上側貯留部52を形成する遮水シート52aが水圧によって膨張するのを阻止するとともに、上記覆土18に植物を植えることが可能に構成されたことを特徴とする。   A fifth aspect of the present invention is an invention based on the first or fourth aspect, and further, as shown in FIG. 1, the upper surface of the exposed rainwater storage part 11 or the upper and lower storage parts exposed. By covering the upper surface with soil 18, the water-impervious sheet 52 a forming the upper storage portion 52 is prevented from expanding due to water pressure, and a plant can be planted in the soil cover 18. To do.

本発明の第6の観点は、第1又は第4の観点に基づく発明であって、更に図1に示すように、雨水貯留部11又は下側貯留部の下面に緩衝機能及び断熱機能を有する下部保護板16が設けられ、コンクリート製枠体12と雨水貯留部11又は下側貯留部との間に緩衝機能及び断熱機能を有する側部保護板17が設けられたことを特徴とする。   6th viewpoint of this invention is invention based on 1st or 4th viewpoint, and also has a buffer function and heat insulation function in the lower surface of the rainwater storage part 11 or the lower side storage part, as shown in FIG. A lower protection plate 16 is provided, and a side protection plate 17 having a buffer function and a heat insulation function is provided between the concrete frame 12 and the rainwater storage unit 11 or the lower storage unit.

本発明の第7の観点は、第1又は第4の観点に基づく発明であって、更に図1及び図2に示すように、雨水貯留部11内或いは下側貯留部及び上側貯留部内のうち外周部に貯留材11bが充填され、この貯留材11bにより囲まれた内部に廃材11cが充填されたことを特徴とする。   A seventh aspect of the present invention is an invention based on the first or fourth aspect, and as shown in FIGS. 1 and 2, in the rainwater storage part 11 or in the lower storage part and the upper storage part. The outer peripheral portion is filled with the storage material 11b, and the interior surrounded by the storage material 11b is filled with the waste material 11c.

本発明の第1の観点の装置では、雨水貯留部が強固なコンクリート製枠体に収容されるので、雨水貯留部の遮水シートがこの貯留部内の雨水の水圧により膨張しようとしても、コンクリート製枠体がこの遮水シートの膨張を確実に阻止することができる。また雨水貯留部の合成ゴム系や剛性樹脂系などの安価な遮水シートが強固なコンクリート製枠体に収容されるので、遮水シートが損傷することがなく、雨水貯留部に雨水を確実に貯留できるとともに、雨水貯留装置の製造コストを低減できる。また雨水貯留部を収容するコンクリート製枠体がコンクリート製枠材を井桁状に複数段積上げるとともに互いに連結して形成されるので、コンクリート製枠体をボルトを用いずに容易に組立てることができる。この結果、コンクリート製枠体の組立作業性を向上できる。更にコンクリート製枠材が細長い板状であるため、コンクリート製枠材を互いに密着した状態でトラックに積載することができる。この結果、コンクリート製枠材を工場から設置現場へ効率良く搬送することができる。   In the apparatus according to the first aspect of the present invention, since the rainwater storage part is housed in a strong concrete frame, even if the water shielding sheet of the rainwater storage part tries to expand due to the rainwater pressure in the storage part, it is made of concrete. The frame can reliably prevent the expansion of the water shielding sheet. In addition, since a cheap water shielding sheet such as a synthetic rubber system or rigid resin system in the rainwater storage part is housed in a strong concrete frame body, the water shielding sheet is not damaged, and rainwater is reliably stored in the rainwater storage part. While being able to store, the manufacturing cost of a rainwater storage apparatus can be reduced. In addition, the concrete frame that accommodates the rainwater storage portion is formed by stacking a plurality of concrete frame materials in a cross-beam shape and connecting them together, so that the concrete frame can be easily assembled without using bolts. . As a result, the assembling workability of the concrete frame can be improved. Furthermore, since the concrete frame material has an elongated plate shape, the concrete frame material can be loaded on the truck in a state of being in close contact with each other. As a result, the concrete frame material can be efficiently conveyed from the factory to the installation site.

本発明の第2の観点の装置では、コンクリート製枠材のうち直交する枠材本体の凹部がそれぞれ係合することによりこれらの直交する枠材本体が互いに連結されるので、コンクリート製枠材を井桁状に強固に連結することができる。   In the apparatus according to the second aspect of the present invention, the orthogonal frame member main bodies are connected to each other by engaging the concave portions of the orthogonal frame member main bodies among the concrete frame members. It can be firmly connected in a cross-beam shape.

本発明の第3の観点の装置では、コンクリート製枠材が枠材本体に加えて枠下端部材及び枠上端部材を更に有するので、コンクリート製枠体の下面及び上面を平らにすることができる。この結果、コンクリート製枠体の下面全てを地面に密着して設置できるとともに、コンクリート製枠体の見栄えを向上できる。   In the apparatus according to the third aspect of the present invention, since the concrete frame material further includes a frame lower end member and a frame upper end member in addition to the frame material main body, the lower surface and the upper surface of the concrete frame body can be flattened. As a result, the entire bottom surface of the concrete frame can be installed in close contact with the ground, and the appearance of the concrete frame can be improved.

本発明の第4の観点の装置では、上側貯留部が地面より上方に位置し、下側貯留部内の雨水が上側貯留部にポンプで汲み上げられて、上側貯留部に常に所定量の雨水が貯留されているので、下側貯留部内の水位が低下しても、上側貯留部内の雨水の持つ位置エネルギに起因する給水圧力により、上側貯留部内の雨水を給水管から供給先に供給できる。   In the apparatus according to the fourth aspect of the present invention, the upper reservoir is located above the ground, rainwater in the lower reservoir is pumped up to the upper reservoir, and a predetermined amount of rainwater is always stored in the upper reservoir. Therefore, even if the water level in the lower reservoir is lowered, the rainwater in the upper reservoir can be supplied from the water supply pipe to the supply destination by the water supply pressure caused by the potential energy of the rainwater in the upper reservoir.

本発明の第5の観点の装置では、露出する雨水貯留部の上面或いは露出する上側貯留部及び下側貯留部の上面を土で覆うことにより、上側貯留部を形成する遮水シートが水圧によって膨張するのを阻止することができる。また上記覆土に植物を植えることにより、雨水貯留装置の上面を緑化できるので、地球環境の改善に貢献できる。   In the apparatus according to the fifth aspect of the present invention, the upper surface of the exposed rainwater reservoir or the upper surfaces of the exposed upper reservoir and lower reservoir is covered with soil, so that the water shielding sheet forming the upper reservoir is caused by water pressure. Expansion can be prevented. In addition, by planting a plant on the cover soil, the upper surface of the rainwater storage device can be greened, which can contribute to the improvement of the global environment.

本発明の第6の観点の装置では、下部保護材及び側部保護材により、下側貯留部に作用する衝撃を吸収できるとともに、下側貯留部からコンクリート製枠体に作用する圧力を緩和できる。また下部保護材、側部保護材及び覆土により、寒冷期における下側貯留部及び上側貯留部内の雨水の凍結を防止できる。   In the apparatus according to the sixth aspect of the present invention, the lower protective material and the side protective material can absorb the impact acting on the lower reservoir, and can relieve the pressure acting on the concrete frame from the lower reservoir. . Further, the lower protective material, the side protective material, and the covering soil can prevent the rainwater in the lower storage portion and the upper storage portion from being frozen in the cold season.

本発明の第7の観点の装置では、雨水貯留部内のうち外周部に貯留材を充填し、この貯留材に囲まれた内部に廃材を充填したので、安価な廃材の使用量を増やし、高価な貯留材の使用量を必要最低限に抑制することができる。この結果、雨水貯留装置の製造コストを更に低減できる。また下側貯留部内のうち外周部に貯留材を充填し、この貯留材により囲まれた内部に廃材を充填するとともに、上側貯留部内のうち外周部に貯留材を充填し、この貯留材により囲まれた内部に廃材を充填しても、上記と同様の効果が得られる。   In the apparatus according to the seventh aspect of the present invention, the outer peripheral portion of the rainwater storage portion is filled with the storage material, and the waste material is filled in the interior surrounded by the storage material. The amount of storage material used can be minimized. As a result, the manufacturing cost of the rainwater storage device can be further reduced. In addition, the outer peripheral portion of the lower storage portion is filled with a storage material, the interior surrounded by the storage material is filled with waste material, and the outer storage portion of the upper storage portion is filled with the storage material, and surrounded by the storage material. Even if the inside is filled with waste material, the same effect as described above can be obtained.

本発明第1実施形態の雨水貯留装置の縦断面構成図である。It is a longitudinal cross-section block diagram of the rainwater storage apparatus of 1st Embodiment of this invention. 図1のA−A線断面図である。It is the sectional view on the AA line of FIG. その装置のコンクリート製枠体の斜視図である。It is a perspective view of the concrete frame of the apparatus. そのコンクリート製枠体を組立てる直前の状態を示す分解斜視図である。It is a disassembled perspective view which shows the state just before assembling the concrete frame. 本発明第2実施形態の雨水貯留装置の縦断面構成図である。It is a longitudinal cross-sectional block diagram of the rainwater storage apparatus of 2nd Embodiment of this invention. 図5のB−B線断面図である。FIG. 6 is a sectional view taken along line B-B in FIG. 5. 図5のC−C線断面図である。It is CC sectional view taken on the line of FIG.

次に本発明を実施するための形態を図面に基づいて説明する。
<第1の実施の形態>
図1に示すように、雨水貯留装置10は、地上に設置された雨水貯留部11と、この雨水貯留部11を収容するコンクリート製枠体12を備える。雨水貯留部11は家屋やビルディング等の建物の屋根又は屋上に落下した雨水を内部に貯留可能に構成される。雨水貯留部11は遮水シート11a内に複数の貯留材11b及び複数の廃材11cを充填することにより形成される。遮水シート11aは合成ゴム系や合成樹脂系等の遮水性を有するシートであって、その両面には通常保護用の不織布(図示せず)が重ね合せられる。また貯留材11bは金型により角錐台形状に成形されたプラスチックの成型体であり、廃材11cは廃パイプである。貯留材11bの上面及び下面は開放されかつ貯留材11bの側面には複数の孔(図示せず)が形成される。また廃パイプ11cは直径の異なる複数のポリ塩化ビニル(PVC)パイプやポリプロピレン(PP)パイプ等の樹脂製パイプを所定の長さに切断して形成される。貯留材11bは雨水貯留部11内の外周部に充填され、廃パイプ11cは貯留材11bにより囲まれた内部に充填される。具体的には、複数の貯留材11bを四角形の筒状に配設しかつ積上げて角筒体11dを形成し、この角筒体11dにより囲まれた内部に複数の廃パイプ11cが一定の方向に並べて充填される。なお、廃材としては、廃パイプ以外にプラスチック製のコップや椀等の廃容器を用いてもよい。
Next, an embodiment for carrying out the present invention will be described with reference to the drawings.
<First Embodiment>
As shown in FIG. 1, the rainwater storage device 10 includes a rainwater storage unit 11 installed on the ground and a concrete frame 12 that accommodates the rainwater storage unit 11. The rainwater storage unit 11 is configured to be able to store rainwater falling on the roof or roof of a building such as a house or building. The rainwater storage part 11 is formed by filling the water shielding sheet 11a with a plurality of storage materials 11b and a plurality of waste materials 11c. The water-impervious sheet 11a is a sheet having a water-impervious property such as a synthetic rubber type or a synthetic resin type, and a protective non-woven fabric (not shown) is usually superimposed on both surfaces thereof. The storage material 11b is a plastic molded body formed into a truncated pyramid shape by a mold, and the waste material 11c is a waste pipe. The upper and lower surfaces of the storage material 11b are opened, and a plurality of holes (not shown) are formed on the side surface of the storage material 11b. The waste pipe 11c is formed by cutting a plurality of resin pipes having different diameters such as polyvinyl chloride (PVC) pipes and polypropylene (PP) pipes to a predetermined length. The storage material 11b is filled in the outer periphery of the rainwater storage unit 11, and the waste pipe 11c is filled in the interior surrounded by the storage material 11b. Specifically, a plurality of storage materials 11b are arranged in a rectangular cylinder and stacked to form a rectangular cylinder 11d, and a plurality of waste pipes 11c are arranged in a fixed direction inside the rectangular cylinder 11d. Filled side by side. In addition, as a waste material, you may use waste containers, such as a plastic cup and a basket other than a waste pipe.

上記雨水貯留部11は長方形の筒状に形成されたコンクリート製枠体12に収容される。コンクリート製枠体12はコンクリート製枠材13を井桁状に複数段積上げるとともに互いに連結して形成される(図3及び図4)。図4に詳しく示すように、コンクリート製枠材13は、両端部の上面及び下面に凹部21a,22aがそれぞれ形成された第1及び第2枠材本体21,22と、高さH1が第1及び第2枠材本体21,22の高さH0の1/2に形成され両端部の上面に凹部14aがそれぞれ形成された枠下端部材14と、高さH2が第1及び第2枠材本体21,22の高さH0の1/2に形成され両端部の下面に凹部15aがそれぞれ形成された枠上端部材15とを有する。第1枠材本体21はコンクリート製枠体12の横方向に延びて設けられた部材であり、第2枠材本体22はコンクリート製枠体12の縦方向に延びて設けられた部材である。第1枠材本体21は第2枠材本体22より長く形成される。また第1枠材本体21及び第2枠材本体22は同一の高さH0に形成され、第1枠材本体21及び第2枠材本体22の両端部の上面及び下面にそれぞれ形成された凹部21a,22aの深さは第1枠材本体21及び第2枠材本体22の高さH0の1/4に形成される。また枠下端部材14は第2枠材本体22と同一長さに形成され、枠下端部材14の両端部の上面に形成された凹部14aの深さは枠下端部材14の高さH1の1/2、即ち第1枠材本体21の高さH0の1/4に形成される。更に枠上端部材15は第1枠材本体21と同一長さに形成され、枠上端部材15の両端部の下面に形成された凹部15aの深さは枠上端部材15の高さH2の1/2、即ち第2枠材本体22の高さH0の1/4に形成される。 The rainwater storage part 11 is accommodated in a concrete frame 12 formed in a rectangular cylindrical shape. The concrete frame 12 is formed by stacking a plurality of concrete frame members 13 in a cross-beam shape and connecting them together (FIGS. 3 and 4). As shown in detail in FIG. 4, the concrete frame member 13 includes first and second frame body bodies 21 and 22 having recesses 21a and 22a formed on the upper and lower surfaces of both ends, respectively, and the height H 1 is the first . The frame lower end member 14 is formed to be ½ of the height H 0 of the first and second frame member bodies 21 and 22 and has recesses 14a formed on the upper surfaces of both ends, and the height H 2 is the first and second heights H 2. The frame member main bodies 21 and 22 have a frame upper end member 15 which is formed at a half of the height H 0 and has recesses 15a formed on the lower surfaces of both ends. The first frame body 21 is a member provided extending in the lateral direction of the concrete frame 12, and the second frame body 22 is a member provided extending in the longitudinal direction of the concrete frame 12. The first frame body 21 is formed longer than the second frame body 22. The first frame member body 21 and the second frame member body 22 are formed at the same height H 0 , and are formed on the upper and lower surfaces of both ends of the first frame member body 21 and the second frame member body 22, respectively. The depths of the recesses 21 a and 22 a are formed to be ¼ of the height H 0 of the first frame material body 21 and the second frame material body 22. The frame lower end member 14 is formed to have the same length as the second frame member main body 22, and the depth of the recess 14 a formed on the upper surface of both end portions of the frame lower end member 14 is 1 of the height H 1 of the frame lower end member 14. / 2, that is, 1/4 of the height H 0 of the first frame body 21. Further, the frame upper end member 15 is formed to have the same length as the first frame member main body 21, and the depth of the recess 15 a formed on the lower surface of both end portions of the frame upper end member 15 is 1 of the height H 2 of the frame upper end member 15. / 2, that is, 1/4 of the height H 0 of the second frame body 22.

第1枠材本体21、第2枠材本体22、枠下端部材14及び枠上端部材15の厚さはそれぞれ同一に形成され、上記凹部21a,22a,14a,15aの幅は、第1枠材本体21、第2枠材本体22、枠下端部材14及び枠上端部材15の厚さより僅かに大きく形成される。例えば、第1枠材本体21の長さ、高さ及び厚さは4500mm、440mm及び150mmに形成され、第2枠材本体22の長さ、高さ及び厚さは3500mm、440mm及び150mmに形成される。また枠下端部材14の長さ、高さ及び厚さは3500mm、220mm及び150mmに形成され、枠上端部材15の長さ、高さ及び厚さは4500mm、220mm及び150mmに形成される。更に第1枠材本体21、第2枠材本体22、枠下端部材14及び枠上端部材15の各凹部21a,22a,14a,15aの深さ及び幅は110mm及び155mmにそれぞれ形成される。第1枠材本体21、第2枠材本体22、枠下端部材14及び枠上端部材15は、現場で組立を行うために予め工場で製造されたコンクリート部品、即ちプレキャストコンクリート部品である。なお、この実施の形態では、コンクリート製枠体を長方形の筒状に形成したが、コンクリート製枠体を正方形の筒状に形成してもよい。この場合、第1枠材本体と第2枠材本体とを同一形状にすることができるとともに、枠下端部材と枠上端部材とを同一形状にすることができるので、プレキャストコンクリート部品の点数を低減することができる。   The thicknesses of the first frame member main body 21, the second frame member main body 22, the frame lower end member 14, and the frame upper end member 15 are formed to be the same, and the widths of the recesses 21a, 22a, 14a, 15a are the same as the first frame member. The main body 21, the second frame material main body 22, the frame lower end member 14, and the frame upper end member 15 are formed slightly larger than the thickness. For example, the length, height, and thickness of the first frame material body 21 are formed to 4500 mm, 440 mm, and 150 mm, and the length, height, and thickness of the second frame material body 22 are formed to 3500 mm, 440 mm, and 150 mm. Is done. The length, height and thickness of the frame lower end member 14 are formed to 3500 mm, 220 mm and 150 mm, and the length, height and thickness of the frame upper end member 15 are formed to 4500 mm, 220 mm and 150 mm. Further, the depths and widths of the recesses 21a, 22a, 14a, and 15a of the first frame member main body 21, the second frame member main body 22, the frame lower end member 14, and the frame upper end member 15 are formed to be 110 mm and 155 mm, respectively. The first frame member main body 21, the second frame member main body 22, the frame lower end member 14, and the frame upper end member 15 are concrete parts manufactured in advance in a factory for assembly at the site, that is, precast concrete parts. In this embodiment, the concrete frame is formed in a rectangular cylinder, but the concrete frame may be formed in a square cylinder. In this case, the first frame material body and the second frame material body can be made the same shape, and the frame lower end member and the frame upper end member can be made the same shape, so the number of precast concrete parts is reduced. can do.

上記コンクリート製枠体12は地上に設置される。また雨水貯留部11の下面には緩衝機能及び断熱機能を有する下部保護板16が設けられ、コンクリート製枠体12と雨水貯留部11との間には緩衝機能及び断熱機能を有する側部保護板17が設けられる。下部保護板16及び側部保護板17は発泡スチロールや発泡塩化ビニル等により形成される。露出する雨水貯留部11の上面は土18で覆われ、この覆土18には芝生等の植物(図示せず)が植えられる。更に家屋やビルディング等の建物の屋根又は屋上に落下した雨水は樋(図示せず)などに集められ、この雨水は流入管19を通って雨水貯留部11の上部に導かれる。即ち、流入管19の基端は樋に接続され、流入管19の先端はコンクリート製枠体12及び側部保護板17を貫通して雨水貯留部11の上面から雨水貯留部11内に挿入される。   The concrete frame 12 is installed on the ground. Further, a lower protection plate 16 having a buffer function and a heat insulation function is provided on the lower surface of the rainwater storage section 11, and a side protection plate having a buffer function and a heat insulation function between the concrete frame 12 and the rainwater storage section 11. 17 is provided. The lower protection plate 16 and the side protection plate 17 are made of foamed polystyrene, foamed vinyl chloride or the like. The upper surface of the exposed rainwater storage unit 11 is covered with soil 18, and plants (not shown) such as lawn are planted in the soil cover 18. Furthermore, rainwater falling on the roof or roof of a building such as a house or building is collected in a fence (not shown) and the rainwater is guided to the upper part of the rainwater storage part 11 through the inflow pipe 19. That is, the base end of the inflow pipe 19 is connected to a ridge, and the front end of the inflow pipe 19 passes through the concrete frame 12 and the side protection plate 17 and is inserted into the rainwater storage section 11 from the top surface of the rainwater storage section 11. The

雨水貯留部11の下部には給水管23の基端が接続され、この給水管23の先端には蛇口24が設けられる。即ち、給水管23の基端は雨水貯留部11の各側面の下部に接続され、給水管23の先端は覆土18、側部保護板17及びコンクリート製枠体12を貫通して枠体12の外方に突出し、この突出端に蛇口24が設けられる。給水管23はこの実施の形態では4本設けられる(図3)。また雨水貯留部11の上部にはオーバフロー管26の基端が接続され、オーバフロー管26の先端は下方に曲げられて下向きに形成される。このオーバフロー管26は雨水貯留部11から溢れる雨水を排出するために設けられる。なお、流入管19、給水管23及びオーバフロー管26の雨水貯留部11への挿入部はシール部材(図示せず)によりシールされて水密性が保たれる。また流入管19、給水管23及びオーバフロー管26は雨水貯留部11の貯留材11bの内部に挿入するように構成される。これは各配管の施工を容易にするためである。   A base end of a water supply pipe 23 is connected to the lower part of the rainwater storage section 11, and a faucet 24 is provided at the tip of the water supply pipe 23. That is, the proximal end of the water supply pipe 23 is connected to the lower part of each side surface of the rainwater storage section 11, and the distal end of the water supply pipe 23 penetrates the cover 18, the side protection plate 17, and the concrete frame body 12. It protrudes outward and a faucet 24 is provided at the protruding end. In this embodiment, four water supply pipes 23 are provided (FIG. 3). The base end of the overflow pipe 26 is connected to the upper part of the rainwater storage section 11, and the tip of the overflow pipe 26 is bent downward and formed downward. The overflow pipe 26 is provided to discharge rainwater overflowing from the rainwater storage unit 11. Note that the insertion portion of the inflow pipe 19, the water supply pipe 23, and the overflow pipe 26 into the rainwater storage section 11 is sealed by a seal member (not shown) to maintain water tightness. The inflow pipe 19, the water supply pipe 23 and the overflow pipe 26 are configured to be inserted into the storage material 11 b of the rainwater storage section 11. This is to facilitate the construction of each pipe.

このように構成された雨水貯留装置10の製造方法を説明する。予め細長い板状のコンクリート製枠材13を工場で製造しておき、このコンクリート製枠材13をトラックに積載して設置現場に搬送する。このときコンクリート製枠材13を互いに密着した状態でトラックに積載することができるので、コンクリート製枠材13を工場から設置現場へ効率良く搬送することができる。設置現場に到着すると、先ず地面27を砂利や砂で締め固めた後、コンクリート製枠体12を組立てる(図3及び図4)。具体的には、図4に示すように、2本の枠下端部材14,14を所定の間隔をあけて地面27に配置し、2本の第1枠材本体21,21を上記2本の枠下端部材14,14に掛け渡して井桁状に組む。このとき一方の第1枠材本体21の両端部下面の凹部21a,21aを2本の枠下端部材14,14の一方の端部上面の凹部14a,14aに係合させ、他方の第1枠材本体21の両端部下面の凹部21a,21aを2本の枠下端部材14,14の他方の端部上面の凹部14a,14aに係合させる。これにより2本の第1枠材本体21,21と2本の枠下端部材14,14とを井桁状に強固に組むことができるとともに、2本の第1枠材本体21,21と2本の枠下端部材14,14の下面が同一水平面に位置するので、コンクリート製枠体12の下面全てを地面に密着して設置できる。次いで2本の第2枠材本体22,22を上記2本の第1枠材本体21,21に掛け渡して井桁状に組む。このとき一方の第2枠材本体22の両端部下面の凹部22a,22aを2本の第1枠材本体21,21の一方の端部上面の凹部21a,21aに係合させ、他方の第2枠材本体22の両端部下面の凹部22a,22aを2本の第1枠材本体21,21の他方の端部上面の凹部21a,21aに係合させる。これにより2本の第2枠材本体22,22と2本の第1枠材本体21,21とを井桁状に強固に組むことができる。この作業を繰返して第1枠材本体21及び第2枠材本体22をそれぞれ4段積上げるとともに互いに連結する。このとき積上げられた第1枠材本体21の間に隙間が発生せず、また積上げられた第2枠材本体22の間に隙間が発生しない。更に2本の枠上端部材15,15を2本の第2枠材本体22,22に掛け渡して井桁状に組む。このとき一方の枠上端部材15の両端部下面の凹部15a,15aを2本の第2枠材本体22,22の一方の端部上面の凹部22a,22aに係合させ、他方の枠上端部材15の両端部下面の凹部15a,15aを2本の第2枠材本体22,22の他方の端部上面の凹部22a,22aに係合させる。これにより2本の枠上端部材15,15と2本の第2枠材本体22,22とを井桁状に強固に組むことができるとともに、2本の第2枠材本体22,22と2本の枠上端部材15,15の上面が同一水平面に位置するので、コンクリート製枠体12の見栄えを向上できる。このようにコンクリート製枠体12をボルトを用いずに容易に組立てることができるので(図3)、コンクリート製枠体12の組立作業性を向上できる。   A method for manufacturing the rainwater storage device 10 configured as described above will be described. An elongated plate-shaped concrete frame member 13 is manufactured in advance in a factory, and the concrete frame member 13 is loaded on a truck and transported to an installation site. At this time, since the concrete frame members 13 can be loaded on the truck in close contact with each other, the concrete frame members 13 can be efficiently conveyed from the factory to the installation site. Upon arrival at the installation site, the ground 27 is first compacted with gravel or sand, and then the concrete frame 12 is assembled (FIGS. 3 and 4). Specifically, as shown in FIG. 4, the two frame lower end members 14, 14 are arranged on the ground 27 at a predetermined interval, and the two first frame member bodies 21, 21 are arranged in the two It spans the frame lower end members 14 and 14 and assembles in the form of a cross beam. At this time, the recesses 21a, 21a on the lower surfaces of both end portions of one first frame member main body 21 are engaged with the recesses 14a, 14a on the upper surfaces of one end portions of the two frame lower end members 14, 14, and the other first frame. The recesses 21a and 21a on the lower surfaces of both ends of the material main body 21 are engaged with the recesses 14a and 14a on the upper surfaces of the other ends of the two frame lower end members 14 and 14, respectively. As a result, the two first frame member main bodies 21 and 21 and the two frame lower end members 14 and 14 can be firmly assembled in a cross-beam shape, and the two first frame member main bodies 21 and 21 and the two first frame member main bodies 21 and 21 can be combined. Since the lower surfaces of the frame lower end members 14 and 14 are positioned on the same horizontal plane, the entire lower surface of the concrete frame 12 can be installed in close contact with the ground. Next, the two second frame member main bodies 22 and 22 are stretched over the two first frame member main bodies 21 and 21 and assembled in a cross-beam shape. At this time, the recesses 22a and 22a on the lower surfaces of both ends of one second frame member body 22 are engaged with the recesses 21a and 21a on the upper surfaces of one end portions of the two first frame member bodies 21 and 21, respectively. The recesses 22a and 22a on the lower surfaces of both ends of the two frame member bodies 22 are engaged with the recesses 21a and 21a on the upper surfaces of the other end portions of the two first frame member bodies 21 and 21, respectively. As a result, the two second frame member main bodies 22 and 22 and the two first frame member main bodies 21 and 21 can be firmly assembled in a cross beam shape. By repeating this operation, the first frame member main body 21 and the second frame member main body 22 are stacked in four stages and connected to each other. At this time, no gap is generated between the stacked first frame member bodies 21 and no gap is generated between the stacked second frame member bodies 22. Further, the two frame upper end members 15 and 15 are spanned over the two second frame member main bodies 22 and 22 and assembled in a cross beam shape. At this time, the recesses 15a and 15a on the lower surfaces of both ends of one frame upper end member 15 are engaged with the recesses 22a and 22a on the upper surfaces of one end portions of the two second frame member bodies 22 and 22, respectively. The recesses 15 a and 15 a on the lower surfaces of both end portions of 15 are engaged with the recesses 22 a and 22 a on the upper surfaces of the other end portions of the two second frame member bodies 22 and 22. As a result, the two frame upper end members 15 and 15 and the two second frame member main bodies 22 and 22 can be firmly assembled in a cross beam shape, and the two second frame member main bodies 22 and 22 and the two second frame member main bodies 22 and 22 can be combined. Since the upper surfaces of the frame upper end members 15 and 15 are located on the same horizontal plane, the appearance of the concrete frame body 12 can be improved. Since the concrete frame 12 can be easily assembled without using bolts in this way (FIG. 3), the assembling workability of the concrete frame 12 can be improved.

この状態でコンクリート製枠体12の内部の地面に下部保護板16を敷き、コンクリート製枠体12の内側面に側部保護板17を沿わせる。このときコンクリート製枠体12と側部保護板17との間に砂を充填する。これは、コンクリート製枠体12と側部保護板17との間にできる限り隙間が発生しないようにするためである。次いで雨水貯留部11用の遮水シート11aを、その中央部が下部保護板16の上面及び側部保護板17の内面を覆いかつその外周部がコンクリート製枠体12の外周面を覆うように広げた後、この遮水シート11a上に側部保護板17に沿うように複数の貯留材11bを配設して角筒体11dを形成し、この角筒体11dにより囲まれた内部に廃パイプ11cを一定の方向に並べて充填する。そして上記遮水シート11aの外周部を貯留材11b及び廃パイプ11cの上面に載せて重ね合せることにより、貯留材11b及び廃パイプ11cを遮水シート11aにより包み込む。このようにして雨水貯留部11がコンクリート製枠体12内に設置される。雨水貯留部11の合成ゴム系や剛性樹脂系などの安価な遮水シート11aが強固なコンクリート製枠体12に収容されるので、遮水シート11aが損傷することなく、雨水貯留部11に雨水を確実に貯留できるとともに、雨水貯留装置10の製造コストを低減できる。また雨水貯留部11内において、高価な貯留材11bの使用量を少なくし、安価な廃パイプ11cの使用量を多くしたので、雨水貯留装置10の製造コストを更に低減できる。   In this state, the lower protection plate 16 is laid on the ground inside the concrete frame 12, and the side protection plate 17 is placed along the inner surface of the concrete frame 12. At this time, sand is filled between the concrete frame 12 and the side protection plate 17. This is to prevent as much gap as possible between the concrete frame 12 and the side protection plate 17. Next, the water shielding sheet 11 a for the rainwater storage part 11 is so arranged that its central part covers the upper surface of the lower protective plate 16 and the inner surface of the side protective plate 17 and its outer peripheral part covers the outer peripheral surface of the concrete frame 12. After spreading, a plurality of storage materials 11b are arranged on the water-impervious sheet 11a along the side protection plate 17 to form a rectangular tube 11d, and discarded inside the rectangular tube 11d. The pipes 11c are filled in a certain direction. Then, the outer periphery of the water-impervious sheet 11a is placed on the upper surfaces of the storage material 11b and the waste pipe 11c so as to overlap each other, thereby enclosing the storage material 11b and the waste pipe 11c with the water-impervious sheet 11a. In this way, the rainwater storage part 11 is installed in the concrete frame 12. Since an inexpensive water-impervious sheet 11a such as a synthetic rubber system or a rigid resin system of the rain water storage part 11 is accommodated in the strong concrete frame 12, the rain water storage part 11 is not damaged by the rain water storage part 11 without being damaged. Can be reliably stored, and the manufacturing cost of the rainwater storage device 10 can be reduced. Moreover, since the usage amount of the expensive storage material 11b is reduced and the usage amount of the inexpensive waste pipe 11c is increased in the rainwater storage section 11, the manufacturing cost of the rainwater storage device 10 can be further reduced.

次に流入管19、給水管23及びオーバフロー管26を雨水貯留部11に配索する。このときこれらの管を挿通する孔がコンクリート製枠体12や側部保護板17に予め形成しておけば、施工現場での配管作業を容易に行うことができる。更に露出する雨水貯留部11の上面を土18で覆い、この覆土18に植物を植える。これにより雨水貯留装置10の上面を緑化できるので、地球環境の改善に貢献できる。なお、下部保護板16及び側部保護板17により、雨水貯留部11に作用する衝撃を吸収できるとともに、雨水貯留部11からコンクリート製枠体12に作用する圧力を緩和できる。また、下部保護板16、側部保護板17及び覆土18により、寒冷期における雨水貯留部11内の雨水の凍結を防止できる。   Next, the inflow pipe 19, the water supply pipe 23, and the overflow pipe 26 are routed to the rainwater storage unit 11. At this time, if holes for inserting these pipes are formed in the concrete frame 12 and the side protection plate 17 in advance, piping work at the construction site can be easily performed. Further, the upper surface of the exposed rainwater storage unit 11 is covered with soil 18, and a plant is planted in the soil 18. Thereby, since the upper surface of the rainwater storage apparatus 10 can be greened, it can contribute to improvement of global environment. The lower protective plate 16 and the side protective plate 17 can absorb the impact acting on the rainwater storage portion 11 and can relieve the pressure acting on the concrete frame 12 from the rainwater storage portion 11. In addition, the lower protection plate 16, the side protection plate 17, and the cover soil 18 can prevent the rainwater in the rainwater storage unit 11 from freezing in the cold season.

このように製造された雨水貯留装置10の動作を説明する。雨が降って、家屋やビルディング等の建物の屋根や屋上に落下した雨水は樋及び流入管19を通って雨水貯留部11に貯留される。このとき雨水貯留部11の遮水シート11aがこの貯留部11内の雨水の水圧により膨張しようとするけれども、コンクリート製枠体12がこの遮水シート11aの膨張を確実に阻止することができる。一方、雨水貯留部11に貯留された雨水を庭の植木などへの散布に利用する場合には、給水管23の蛇口24にホース(図示せず)を接続し、蛇口24のハンドルを操作して給水管23を開く。これにより雨水貯留部11内の雨水のうち給水管23より上方に位置する雨水の持つ位置エネルギに起因する給水圧力により、雨水貯留部11内の雨水を給水管23からホースを通って植木に散布することができる。   Operation | movement of the rainwater storage apparatus 10 manufactured in this way is demonstrated. The rainwater that has fallen and falls onto the roof or roof of a building such as a house or building is stored in the rainwater storage section 11 through a gutter and an inflow pipe 19. At this time, although the water shielding sheet 11a of the rainwater storage part 11 tries to expand due to the water pressure of the rainwater in the storage part 11, the concrete frame 12 can reliably prevent the water shielding sheet 11a from expanding. On the other hand, when rainwater stored in the rainwater storage unit 11 is used for spraying on garden plants, a hose (not shown) is connected to the faucet 24 of the water supply pipe 23 and the handle of the faucet 24 is operated. Open the water supply pipe 23. Thus, rainwater in the rainwater storage section 11 is scattered from the water supply pipe 23 to the plant through the hose by the water supply pressure caused by the potential energy of rainwater located above the water supply pipe 23 in the rainwater in the rainwater storage section 11. can do.

<第2の実施の形態>
図5〜図7は本発明の第2の実施の形態を示す。図5〜図7において図1〜図4と同一符号は同一部品を示す。この実施の形態では、雨水貯留装置50は、下部が地中に埋設され上部が地上に突出するように設置された下側貯留部51と、下側貯留部51より小さく形成され下側貯留部51の上面に設置された上側貯留部52とを備える。下側貯留部51及び上側貯留部52は家屋やビルディング等の建物の屋根又は屋上に落下した雨水を内部に貯留可能に構成される。下側貯留部51は、第1の実施の形態の雨水貯留部と同様に、遮水シート51a内に複数の貯留材51b及び複数の廃材51cを充填することにより形成される。上側貯留部52も、第1の実施の形態の雨水貯留部と同様に、遮水シート52a内に複数の貯留材52b及び複数の廃パイプ52cを充填することにより形成される。なお、下側貯留部51と上側貯留部52の容積比は(7:3)〜(10:2)の範囲に設定することが好ましい。上記容積比を(7:3)〜(10:2)の範囲に限定したのは、(7:3)(7/3=約2.3)未満では、露出する上側貯留部52及び下側貯留部51の上面に土盛りをする際に、土18が流れ易くなって植物を植えるためのマウンドを形成し難くなり、(10:2)(10/2=5)を越えると下側貯留部51内の雨水を頻繁に上側貯留部52に汲み上げなければならず、また上側貯留部52が小さくなり過ぎて全体の貯水量が減少してしまうからである。
<Second Embodiment>
5 to 7 show a second embodiment of the present invention. 5-7, the same code | symbol as FIGS. 1-4 shows the same component. In this embodiment, the rainwater storage device 50 includes a lower storage portion 51 installed such that a lower portion is buried in the ground and an upper portion protrudes above the ground, and a lower storage portion formed smaller than the lower storage portion 51. The upper storage part 52 installed in the upper surface of 51 is provided. The lower storage part 51 and the upper storage part 52 are configured to be able to store rainwater falling on the roof or roof of a building such as a house or a building. The lower storage part 51 is formed by filling the water shielding sheet 51a with a plurality of storage materials 51b and a plurality of waste materials 51c, similarly to the rainwater storage part of the first embodiment. The upper storage part 52 is also formed by filling a plurality of storage materials 52b and a plurality of waste pipes 52c in the water shielding sheet 52a, similarly to the rainwater storage part of the first embodiment. In addition, it is preferable to set the volume ratio of the lower side storage part 51 and the upper side storage part 52 to the range of (7: 3)-(10: 2). The above volume ratio was limited to the range of (7: 3) to (10: 2) when (7: 3) (7/3 = about 2.3) or less, the exposed upper reservoir 52 and lower side When filling the upper surface of the storage unit 51, the soil 18 easily flows and it becomes difficult to form a mound for planting a plant, and if it exceeds (10: 2) (10/2 = 5), the lower storage unit This is because the rainwater in 51 must be frequently pumped to the upper reservoir 52, and the upper reservoir 52 becomes too small, reducing the total amount of water stored.

上記下側貯留部51の全部及び上側貯留部52の下部は、第1の実施の形態のコンクリート製枠体と同様にして組立てられたコンクリート製枠体12に収容される。このコンクリート製枠体12は下部が地中に埋設され上部が地上に突出するように設置される。また下側貯留部51の下面には緩衝機能及び断熱機能を有する下部保護板16が設けられ、コンクリート製枠体12と下側貯留部51との間には緩衝機能及び断熱機能を有する側部保護板17が設けられる。更に露出する上側貯留部52及び下側貯留部51の上面は土18で覆われ、この覆土18には芝生等の植物(図示せず)が植えられる。   All of the lower storage part 51 and the lower part of the upper storage part 52 are accommodated in a concrete frame body 12 assembled in the same manner as the concrete frame body of the first embodiment. The concrete frame 12 is installed such that the lower part is buried in the ground and the upper part protrudes above the ground. A lower protective plate 16 having a buffer function and a heat insulation function is provided on the lower surface of the lower storage part 51, and a side part having a buffer function and a heat insulation function is provided between the concrete frame 12 and the lower storage part 51. A protection plate 17 is provided. Furthermore, the upper surfaces of the exposed upper storage portion 52 and lower storage portion 51 are covered with soil 18, and plants (not shown) such as lawn are planted in the cover soil 18.

家屋やビルディング等の建物の屋根又は屋上に落下した雨水は樋(図示せず)などに集められ、この雨水は流入管19を通って上側貯留部52の上部に導かれる。即ち、流入管19の基端は樋に接続され、流入管19の先端は上側貯留部52の上面から上側貯留部52内に挿入される。また下側貯留部51と上側貯留部52とは連通管53により連通接続され、連通管53の途中には電動ポンプ54が設けられる。一端が電動ポンプ54の吸入口に接続された連通管53の他端は下側貯留部51の上面から下側貯留部51に挿入され、一端が電動ポンプ54の吐出口に接続された連通管53の他端は上側貯留部52の上面から上側貯留部52に挿入される。なお、下側貯留部51に挿入された連通管53は下側貯留部51の底面近傍まで延びて設けられる。更に電動ポンプ54はコンクリート製枠体12上面に設置され、下側貯留部51内の雨水を上側貯留部52に汲み上げるように構成される。   Rainwater falling on the roof or roof of a building such as a house or building is collected in a fence (not shown) or the like, and this rainwater is guided to the upper part of the upper storage part 52 through the inflow pipe 19. In other words, the proximal end of the inflow pipe 19 is connected to the tub, and the distal end of the inflow pipe 19 is inserted into the upper storage section 52 from the upper surface of the upper storage section 52. The lower reservoir 51 and the upper reservoir 52 are connected to each other by a communication pipe 53, and an electric pump 54 is provided in the middle of the communication pipe 53. The other end of the communication pipe 53 whose one end is connected to the suction port of the electric pump 54 is inserted into the lower storage part 51 from the upper surface of the lower storage part 51, and the communication pipe whose one end is connected to the discharge port of the electric pump 54. The other end of 53 is inserted into the upper reservoir 52 from the upper surface of the upper reservoir 52. The communication pipe 53 inserted into the lower storage part 51 is provided extending to the vicinity of the bottom surface of the lower storage part 51. Furthermore, the electric pump 54 is installed on the upper surface of the concrete frame 12 and is configured to pump rainwater in the lower reservoir 51 into the upper reservoir 52.

上側貯留部52の下部には給水管23の基端が接続され、この給水管23の先端には蛇口24が設けられる。即ち、給水管23の基端は上側貯留部52の各側面の下部に接続され、給水管23の先端は覆土18、側部保護板17及びコンクリート製枠体12を貫通して枠体12の外方に突出し、この突出端に蛇口24が設けられる。給水管23はこの実施の形態では4本設けられる(図7)。またオーバフロー管66は、上側貯留部52から溢れる雨水を下側貯留部51に導く第1オーバフロー管66aと、下側貯留部51から溢れる雨水を排出する第2オーバフロー管66bとを有する。第1オーバフロー管66aの基端は上側貯留部52の上部に接続され、第1オーバフロー管66aの先端は下側貯留部51の上部に接続される。第2オーバフロー管66bの基端は下側貯留部51の上部に接続され、第2オーバフロー管66bの先端は側部保護板17及びコンクリート製枠体12を貫通した後に下方に曲げられて下向きに形成される。更に下側貯留部51の上部には水道水供給管56が接続される。即ち、水道水供給管56の基端は水道管(図示せず)に接続され、水道水供給管56の先端はコンクリート製枠体12及び側部保護板17を貫通して下側貯留部51の上面から下側貯留部51内に挿入される。この水道水供給管56の途中にはこの水道水供給管56を開閉する電磁弁57(開閉弁)が設けられる。なお、流入管19、連通管53、給水管23、オーバフロー管66(第1及び第2オーバフロー管66a,66b)及び水道水供給管56の下側貯留部51や上側貯留部52への挿入部はシール部材(図示せず)によりシールされて水密性が保たれる。更に流入管19、連通管53、給水管23、オーバフロー管66(第1及び第2オーバフロー管66a,66b)及び水道水供給管56は、下側貯留部51の貯留材51bの内部又は上側貯留部52の貯留材52bの内部に挿入するように構成される。これは各配管の施工を容易にするためである。図5において、連通管53を下側貯留部51の廃パイプ51c中に挿入しているが、実際には連通管53は下側貯留部51の貯留材51b内に挿入される。   The base end of the water supply pipe 23 is connected to the lower part of the upper reservoir 52, and the faucet 24 is provided at the tip of the water supply pipe 23. That is, the proximal end of the water supply pipe 23 is connected to the lower part of each side surface of the upper storage section 52, and the distal end of the water supply pipe 23 penetrates the cover soil 18, the side protection plate 17, and the concrete frame body 12. It protrudes outward and a faucet 24 is provided at the protruding end. In this embodiment, four water supply pipes 23 are provided (FIG. 7). The overflow pipe 66 includes a first overflow pipe 66 a that guides rainwater overflowing from the upper storage section 52 to the lower storage section 51, and a second overflow pipe 66 b that discharges rainwater overflowing from the lower storage section 51. The base end of the first overflow pipe 66 a is connected to the upper part of the upper storage part 52, and the tip of the first overflow pipe 66 a is connected to the upper part of the lower storage part 51. The base end of the second overflow pipe 66b is connected to the upper part of the lower storage part 51, and the tip of the second overflow pipe 66b is bent downward after penetrating the side protection plate 17 and the concrete frame 12, and downward. It is formed. Further, a tap water supply pipe 56 is connected to the upper part of the lower storage part 51. That is, the base end of the tap water supply pipe 56 is connected to a water pipe (not shown), and the tip of the tap water supply pipe 56 penetrates through the concrete frame 12 and the side protection plate 17 to the lower reservoir 51. Is inserted into the lower reservoir 51 from the upper surface. An electromagnetic valve 57 (open / close valve) for opening and closing the tap water supply pipe 56 is provided in the middle of the tap water supply pipe 56. The inlet pipe 19, the communication pipe 53, the water supply pipe 23, the overflow pipe 66 (first and second overflow pipes 66 a and 66 b), and the tap water supply pipe 56 inserted into the lower storage section 51 and the upper storage section 52. Is sealed by a sealing member (not shown) to maintain watertightness. Further, the inflow pipe 19, the communication pipe 53, the water supply pipe 23, the overflow pipe 66 (first and second overflow pipes 66 a and 66 b) and the tap water supply pipe 56 are stored inside or on the upper side of the storage material 51 b of the lower storage section 51. It is comprised so that it may insert in the inside of the storage material 52b of the part 52. FIG. This is to facilitate the construction of each pipe. In FIG. 5, the communication pipe 53 is inserted into the waste pipe 51 c of the lower storage section 51, but the communication pipe 53 is actually inserted into the storage material 51 b of the lower storage section 51.

一方、下側貯留部51には、この下側貯留部51内に貯留された雨水のレベルを検出する下部水位センサ61が設けられ、上側貯留部52には、この上側貯留部52内に貯留された雨水のレベルを検出する上部水位センサ62が設けられる。下部水位センサ61及び上部水位センサ62の各検出出力はコントローラ63の制御入力に接続され、コントローラ63の制御出力は駆動回路(図示せず)を介して電動ポンプ54及び電磁弁57に接続される。上部水位センサ62は上側貯留部52内の雨水の水位が40〜60%の範囲内の所定値に達したときにオンし、水位が87〜93%の範囲内の所定に達したときにオフするように構成される。また下部水位センサ61は下側貯留部51内の雨水の水位が10〜20%の範囲内の所定値に達したときにオンし、水位が30〜60%の範囲内の所定に達したときにオフするように構成される。   On the other hand, the lower reservoir 51 is provided with a lower water level sensor 61 that detects the level of rainwater stored in the lower reservoir 51, and the upper reservoir 52 stores in the upper reservoir 52. An upper water level sensor 62 is provided for detecting the level of the rainwater. The detection outputs of the lower water level sensor 61 and the upper water level sensor 62 are connected to the control input of the controller 63, and the control output of the controller 63 is connected to the electric pump 54 and the electromagnetic valve 57 via a drive circuit (not shown). . The upper water level sensor 62 is turned on when the rainwater level in the upper reservoir 52 reaches a predetermined value within the range of 40 to 60%, and is turned off when the water level reaches the predetermined value within the range of 87 to 93%. Configured to do. The lower water level sensor 61 is turned on when the rainwater level in the lower reservoir 51 reaches a predetermined value within a range of 10 to 20%, and when the water level reaches a predetermined value within a range of 30 to 60%. Configured to turn off.

このように構成された雨水貯留装置50の製造方法を説明する。先ず地面27を所定の深さの直方体状に掘削し、この掘削部の底面を砂利や砂で締め固めた後、コンクリート製枠材13を井桁状に複数段積上げるとともに互いに連結して長方形の筒状のコンクリート製枠体12を掘削部内に組立てる。この状態でコンクリート製枠体12の内部であって掘削部の底面に下部保護板16を敷き、コンクリート製枠体12の内側面に側部保護板17を沿わせる。このとき第1の実施の形態と同様に、コンクリート製枠体12と側部保護板17との間に砂を充填する。次いで下側貯留部51用の遮水シート51aを、その中央部が下部保護板16の上面及び側部保護板17の内面を覆いかつその外周部がコンクリート製枠体12の外周面を覆うように広げた後、この遮水シート51a上に側部保護板17に沿うように複数の貯留材51bを配設して角筒体51dを形成し、この角筒体51dにより囲まれた内部に廃パイプ51cを一定の方向に並べて充填する。そして上記遮水シート51aの外周部を貯留材51b及び廃パイプ51cの上面に載せて重ね合せることにより、貯留材51b及び廃パイプ51cを遮水シート51aにより包み込む。このようにして下側貯留部51がコンクリート製枠体12内に設置される。   A method for manufacturing the rainwater storage device 50 configured as described above will be described. First, the ground surface 27 is excavated into a rectangular parallelepiped shape having a predetermined depth, and the bottom surface of the excavated portion is compacted with gravel or sand. A cylindrical concrete frame 12 is assembled in the excavation part. In this state, the lower protection plate 16 is laid on the bottom surface of the excavation portion inside the concrete frame 12, and the side protection plate 17 is placed along the inner side surface of the concrete frame 12. At this time, as in the first embodiment, sand is filled between the concrete frame 12 and the side protection plate 17. Next, the water shielding sheet 51 a for the lower storage portion 51 is arranged such that its central portion covers the upper surface of the lower protective plate 16 and the inner surface of the side protective plate 17 and its outer peripheral portion covers the outer peripheral surface of the concrete frame 12. Then, a plurality of storage materials 51b are arranged on the water-impervious sheet 51a along the side protection plate 17 to form a square cylinder 51d, and the interior surrounded by the square cylinder 51d is formed. The waste pipes 51c are filled in a certain direction. The outer periphery of the water-impervious sheet 51a is placed on the upper surfaces of the storage material 51b and the waste pipe 51c and overlapped, so that the storage material 51b and the waste pipe 51c are wrapped with the water-impervious sheet 51a. In this way, the lower storage part 51 is installed in the concrete frame 12.

次に上側貯留部52用の遮水シート52aを、その中央部が下側貯留部51の上面及び側部保護板17の上部内面を覆いかつその外周部がコンクリート製枠体12の外周面を覆うように広げた後、この遮水シート52a上に下側貯留部51より一回り小さくなるように複数の貯留材52bを配設して角筒体52dを形成し、この角筒体52dにより囲まれた内部に廃パイプ52cを一定の方向に並べて充填する。そして上記遮水シート52aの外周部を貯留材52b及び廃パイプ52cの上面に載せて重ね合せることにより、貯留材52b及び廃パイプ52cを遮水シート52aにより包み込む。このようにして上側貯留部52が下側貯留部51の上面に設置される。また下側貯留部51の合成ゴム系や剛性樹脂系などの安価な遮水シート51aの全部と、上側貯留部52の合成ゴム系や剛性樹脂系などの安価な遮水シート52aの下部とが強固なコンクリート製枠体12に収容されるので、遮水シート51a,52aが損傷することなく、下側貯留部51及び上側貯留部52に雨水を確実に貯留できるとともに、雨水貯留装置50の製造コストを低減できる。更に下側貯留部51内において、高価な貯留材51bの使用量を少なくし、安価な廃パイプ51cの使用量を多くするとともに、上側貯留部52内において、高価な貯留材52bの使用量を少なくし、安価な廃パイプ52cの使用量を多くしたので、雨水貯留装置50の製造コストを更に低減できる。   Next, the water-impervious sheet 52a for the upper reservoir 52 has its central portion covering the upper surface of the lower reservoir 51 and the upper inner surface of the side protection plate 17, and its outer peripheral portion covers the outer peripheral surface of the concrete frame 12. After spreading so as to cover, a plurality of storage materials 52b are disposed on the water shielding sheet 52a so as to be slightly smaller than the lower storage portion 51 to form a rectangular tube body 52d. The enclosed pipe is filled with waste pipes 52c in a certain direction. The outer periphery of the water-impervious sheet 52a is placed on the upper surfaces of the storage material 52b and the waste pipe 52c and overlapped with each other, thereby enclosing the storage material 52b and the waste pipe 52c with the water-impervious sheet 52a. In this way, the upper reservoir 52 is installed on the upper surface of the lower reservoir 51. Further, all of the inexpensive water-impervious sheet 51a such as the synthetic rubber system and the rigid resin system of the lower storage part 51 and the lower part of the cheap water-impervious sheet 52a such as the synthetic rubber system and the rigid resin system of the upper storage part 52 are provided. Since it is housed in the strong concrete frame 12, rainwater can be reliably stored in the lower storage portion 51 and the upper storage portion 52 without damaging the water shielding sheets 51a, 52a, and the manufacture of the rainwater storage device 50 is performed. Cost can be reduced. Further, in the lower storage part 51, the usage amount of the expensive storage material 51b is reduced, the usage amount of the inexpensive waste pipe 51c is increased, and the usage amount of the expensive storage material 52b is reduced in the upper storage part 52. Since the amount of use of the inexpensive waste pipe 52c is reduced, the manufacturing cost of the rainwater storage device 50 can be further reduced.

次に電動ポンプ54をコンクリート製枠体12の上面に設置するとともに、流入管19、連通管53、給水管23、オーバフロー管66(第1及び第2オーバフロー管66a,66b)、水道水供給管56を下側貯留部51や上側貯留部52に配索する。このときこれらの管を挿通する孔がコンクリート製枠体12や側部保護板17に予め形成しておけば、施工現場での配管作業を容易に行うことができる。更に露出する上側貯留部52及び下側貯留部51の上面を土18で覆い、この覆土18に植物を植える。これにより雨水貯留装置50の上面を緑化できるので、地球環境の改善に貢献できる。また露出する下側貯留部51の上面及び露出する上側貯留部52の上面を覆った土18は、上側貯留部52内の水圧による上側貯留部52の遮水シート52aの膨張を阻止する機能を有する。更に上記覆土18は下側貯留部51や上側貯留部52の遮水シート51a,52aを保護する機能も有する。なお、下部保護板16及び側部保護板17により、下側貯留部51に作用する衝撃を吸収できるとともに、下側貯留部51からコンクリート製枠体12に作用する圧力を緩和できる。また、下部保護板16、側部保護板17及び覆土18により、寒冷期における下側貯留部51及び上側貯留部52内の雨水の凍結を防止できる。   Next, the electric pump 54 is installed on the upper surface of the concrete frame 12, and the inflow pipe 19, the communication pipe 53, the water supply pipe 23, the overflow pipe 66 (first and second overflow pipes 66a and 66b), and the tap water supply pipe. 56 is routed to the lower reservoir 51 and the upper reservoir 52. At this time, if holes for inserting these pipes are formed in the concrete frame 12 and the side protection plate 17 in advance, piping work at the construction site can be easily performed. Further, the upper surfaces of the exposed upper storage portion 52 and lower storage portion 51 are covered with soil 18, and a plant is planted in the soil cover 18. Thereby, since the upper surface of the rainwater storage apparatus 50 can be greened, it can contribute to improvement of global environment. Further, the soil 18 covering the upper surface of the exposed lower storage portion 51 and the exposed upper surface of the upper storage portion 52 has a function of preventing expansion of the water shielding sheet 52a of the upper storage portion 52 due to water pressure in the upper storage portion 52. Have. Furthermore, the covering soil 18 also has a function of protecting the water shielding sheets 51 a and 52 a of the lower storage portion 51 and the upper storage portion 52. The lower protective plate 16 and the side protective plate 17 can absorb the impact acting on the lower reservoir 51 and can alleviate the pressure acting on the concrete frame 12 from the lower reservoir 51. Further, the lower protection plate 16, the side protection plate 17, and the cover 18 can prevent rainwater in the lower storage portion 51 and the upper storage portion 52 from freezing in the cold season.

このように製造された雨水貯留装置50の動作を説明する。雨が降って、家屋やビルディング等の建物の屋根や屋上に落下した雨水は樋及び流入管19を通って上側貯留部52に貯留され、上側貯留部52から溢れる雨水は第1オーバフロー管66aを通って下側貯留部51に貯留される。このとき下側貯留部51の遮水シート51aがこの貯留部51内の雨水の水圧により膨張しようとするけれども、コンクリート製枠体12がこの遮水シート51aの膨張を確実に阻止することができる。一方、上側貯留部52に貯留された雨水を庭の植木などへの散布に利用する場合には、給水管23の蛇口24にホース(図示せず)を接続し、蛇口24のハンドルを操作して給水管23を開く。上側貯留部52内の雨水が徐々に減って上側貯留部52内の雨水の水位が例えば80%まで低下すると、上部水位センサ62がオンするので、コントローラ63は上部水位センサ62の検出出力に基づいて電動ポンプ54をオンする。これにより下側貯留部51内の雨水が電動ポンプ54により上側貯留部52に汲み上げられる。そして上側貯留部52内の雨水の水位が例えば90%まで上昇すると、上部水位センサ62がオフするので、コントローラ63は上部水位センサ62の検出出力に基づいて電動ポンプ54をオフする。これにより下側貯留部51から上側貯留部52への雨水の汲み上げが停止する。このように上側貯留部52には常に所定量以上の雨水が貯留されているので、高い水位が保たれる。この結果、下側貯留部51内の雨水の水位が低下しても、上側貯留部52内の雨水の持つ位置エネルギに起因する給水圧力により、上側貯留部52内の雨水を給水管23からホースを通って植木に散布することができる。   Operation | movement of the rainwater storage apparatus 50 manufactured in this way is demonstrated. Rain water that has fallen and falls onto the roof or roof of a building such as a house or building is stored in the upper storage section 52 through the gutter and the inflow pipe 19, and rainwater overflowing from the upper storage section 52 passes through the first overflow pipe 66a. It is stored in the lower storage part 51 through. At this time, although the water shielding sheet 51a of the lower storage part 51 tries to expand due to the water pressure of rainwater in the storage part 51, the concrete frame 12 can reliably prevent the water shielding sheet 51a from expanding. . On the other hand, when the rainwater stored in the upper storage section 52 is used for spraying on garden plants, a hose (not shown) is connected to the faucet 24 of the water supply pipe 23 and the handle of the faucet 24 is operated. Open the water supply pipe 23. When the rainwater in the upper reservoir 52 gradually decreases and the rainwater level in the upper reservoir 52 decreases to, for example, 80%, the upper water level sensor 62 is turned on, so the controller 63 is based on the detection output of the upper water level sensor 62. The electric pump 54 is turned on. As a result, rainwater in the lower reservoir 51 is pumped to the upper reservoir 52 by the electric pump 54. Then, when the rainwater level in the upper reservoir 52 rises to, for example, 90%, the upper water level sensor 62 is turned off, so the controller 63 turns off the electric pump 54 based on the detection output of the upper water level sensor 62. As a result, the pumping of rainwater from the lower reservoir 51 to the upper reservoir 52 stops. Thus, since the upper storage part 52 always stores a predetermined amount or more of rainwater, a high water level is maintained. As a result, even if the rainwater level in the lower reservoir 51 decreases, the rainwater in the upper reservoir 52 is hose from the water supply pipe 23 by the water supply pressure caused by the potential energy of the rainwater in the upper reservoir 52. Can be sprayed on the plant through.

一方、渇水期に、下側貯留部51内の雨水の水位が例えば20%まで低下したことを下部水位センサ61が検出すると、この下部水位センサ61の検出出力に基づいてコントローラ63が電磁弁57をオンして水道水供給管56を開く。これにより水道水が水道水供給管56を通って下側貯留部51に供給される。そして下側貯留部51内の水道水の水位が例えば50%まで上昇すると、下部水位センサ61がオフするので、コントローラ63は下部水位センサ61の検出出力に基づいて電磁弁57をオフする。これにより下側貯留部51への水道水の供給が停止する。このように下側貯留部51には常に必要最小限の水(雨水又は水道水のいずれか一方又は双方)が貯留されるので、下側貯留部51から上側貯留部52にいつでも水を汲み上げることができる。   On the other hand, when the lower water level sensor 61 detects that the rainwater level in the lower reservoir 51 has decreased to, for example, 20% during the drought period, the controller 63 controls the electromagnetic valve 57 based on the detection output of the lower water level sensor 61. Is turned on and the tap water supply pipe 56 is opened. Thereby, tap water is supplied to the lower storage part 51 through the tap water supply pipe 56. When the tap water level in the lower reservoir 51 rises to, for example, 50%, the lower water level sensor 61 is turned off. Therefore, the controller 63 turns off the electromagnetic valve 57 based on the detection output of the lower water level sensor 61. Thereby, supply of the tap water to the lower side storage part 51 stops. Thus, since the minimum required water (either rain water or tap water or both) is always stored in the lower storage 51, water is always pumped from the lower storage 51 to the upper storage 52. Can do.

なお、上記第1及び第2の実施の形態では、コンクリート製枠材の凹部同士を係合することにより、ボルトを用いずにコンクリート製枠体を組立てたが、コンクリート製枠材の凹部同士を係合してコンクリート製枠体を組立てた後に、積上げられた各枠材にボルトを貫通してナットを螺合してもよい。これによりコンクリート製枠体を更に強固にすることができる。また、上記第1及び第2の実施の形態では、覆土に植物を植えたが、覆土の上方に太陽光発電用のパネルを設置してもよい。この場合、コンクリート製枠体にアングル材等を掛け渡して支持フレームを形成し、この支持フレームに太陽光発電用のパネルを所定の角度で取付ける。これにより、太陽光発電用のパネルで発生した電力で電動ポンプを駆動し、このポンプにより下側貯留部内の雨水を上側貯留部に汲み上げることができる。この結果、上記電動ポンプの電力を他の場所から供給する必要がなく、自家発電で賄うことができる。   In the first and second embodiments, the concrete frame body is assembled without using bolts by engaging the concave portions of the concrete frame material. After assembling and assembling the concrete frame, bolts may be passed through the stacked frame members and nuts may be screwed together. Thereby, the concrete frame can be further strengthened. Moreover, in the said 1st and 2nd embodiment, although the plant was planted in the covering soil, you may install the panel for photovoltaic power generation above the covering soil. In this case, an angle material or the like is hung on the concrete frame to form a support frame, and a panel for photovoltaic power generation is attached to the support frame at a predetermined angle. Thereby, an electric pump can be driven with the electric power which generate | occur | produced in the panel for photovoltaic power generation, and the rainwater in a lower side storage part can be pumped up by this pump to an upper side storage part. As a result, it is not necessary to supply electric power of the electric pump from another place, and it can be covered by private power generation.

また、第2の実施の形態では、貯留材及び廃パイプを遮水シートで包んで雨水を貯留できるように上側貯留部を形成したが、上側貯留部はステンレス鋼又はプラスチック等により形成された貯留槽でもよい。この場合、露出する下側貯留部の上面及び露出する上側貯留部の上面を土で覆ったときに、下側貯留部の上面及び上側貯留部の側面を覆う土の量を少なくして、この土が上側貯留部内の水圧による上側貯留部の膨張を阻止する力が十分でなくても、剛性を有するステンレス鋼製又はプラスチック製の貯留槽からなる上側貯留部が上側貯留部内の水圧による上側貯留部の膨張を阻止できる。また、第2の実施の形態では、下側貯留部内の雨水を上側貯留部に汲み上げるポンプとして電動ポンプを用いたが、手動ポンプを用いてもよい。この場合、上側貯留槽の雨水がなくなって雨水が蛇口から出なくなったときに、手動ポンプを用いて下側貯留槽内の雨水を上側貯留槽に汲み上げることにより、上側貯留部内の雨水の持つ位置エネルギに起因する給水圧力により、上側貯留部内の雨水を蛇口から供給先に供給できる。更に、第2の実施の形態では、下側貯留槽の上面に直接上側貯留槽を載せた、即ち下側貯留槽の遮水シートの上面に上側貯留槽の遮水シートの下面を接触させたが、下側貯留槽の遮水シートの上面と上側貯留槽の遮水シートの下面との間に、発泡スチロールや発泡塩化ビニル等により形成され緩衝機能及び断熱機能を有する中間保護板を介装してもよい。この中間保護板の存在により、下側貯留部に作用する衝撃を緩衝でき、また下側貯留槽の断熱性を向上でき、更に上側貯留部の荷重を下側貯留部にほぼ均等に作用させることもできる。   In the second embodiment, the upper storage portion is formed so that rainwater can be stored by wrapping the storage material and the waste pipe with a water shielding sheet, but the upper storage portion is a storage formed of stainless steel, plastic, or the like. It may be a tank. In this case, when the upper surface of the exposed lower reservoir and the upper surface of the exposed upper reservoir are covered with soil, the amount of soil covering the upper surface of the lower reservoir and the side surface of the upper reservoir is reduced, and this Even if the soil does not have sufficient force to prevent expansion of the upper reservoir due to the water pressure in the upper reservoir, the upper reservoir consisting of a rigid stainless steel or plastic reservoir is retained by the water pressure in the upper reservoir. Expansion of the part can be prevented. In the second embodiment, an electric pump is used as a pump for pumping rainwater in the lower reservoir to the upper reservoir, but a manual pump may be used. In this case, when there is no rainwater in the upper storage tank and rainwater does not come out of the faucet, the rainwater in the upper storage section is held by pumping the rainwater in the lower storage tank into the upper storage tank using a manual pump. The rainwater in the upper reservoir can be supplied from the faucet to the supply destination by the water supply pressure resulting from the energy. Further, in the second embodiment, the upper storage tank is placed directly on the upper surface of the lower storage tank, that is, the lower surface of the water shielding sheet of the upper storage tank is brought into contact with the upper surface of the water shielding sheet of the lower storage tank. However, between the upper surface of the impermeable sheet of the lower storage tank and the lower surface of the impermeable sheet of the upper storage tank, an intermediate protective plate having a cushioning function and a heat insulating function formed of foamed polystyrene or foamed vinyl chloride is interposed. May be. Due to the presence of this intermediate protective plate, the impact acting on the lower reservoir can be buffered, the heat insulation of the lower reservoir can be improved, and the load of the upper reservoir can be applied to the lower reservoir almost evenly. You can also.

10,50 雨水貯留装置
11 雨水貯留部
11a,51a,52a 遮水シート
11b,51b,52b 貯留材
11c,51c,52c 廃パイプ(廃材)
12 コンクリート製枠体
13 コンクリート製枠材
14 枠下端部材
14a,15a,21a,22a 凹部
15 枠上端部材
16 下部保護板
17 側部保護板
18 覆土
19 流入管
21 第1枠材本体
22 第2枠材本体
23 給水管
26,66 オーバフロー管
51 下側貯留部
52 上側貯留部
53 連通管
54 電動ポンプ(ポンプ)
56 水道水供給管
66a 第1オーバフロー管
66b 第2オーバフロー管
DESCRIPTION OF SYMBOLS 10,50 Rainwater storage apparatus 11 Rainwater storage part 11a, 51a, 52a Water shielding sheet 11b, 51b, 52b Storage material 11c, 51c, 52c Waste pipe (waste material)
DESCRIPTION OF SYMBOLS 12 Concrete frame body 13 Concrete frame material 14 Frame lower end member 14a, 15a, 21a, 22a Recessed part 15 Frame upper end member 16 Lower protection plate 17 Side part protection plate 18 Covering soil 19 Inflow pipe 21 1st frame material main body 22 2nd frame Material body 23 Water supply pipe 26, 66 Overflow pipe 51 Lower storage part 52 Upper storage part 53 Communication pipe 54 Electric pump (pump)
56 Tap water supply pipe 66a First overflow pipe 66b Second overflow pipe

Claims (7)

地上に設置されるか或いは下部が地中に埋設され上部が地上に突出するように設置され貯留材(11b)を遮水シート(11a)で包んで雨水を貯留可能に形成された雨水貯留部(11)と、
前記雨水貯留部(11)を収容しコンクリート製枠材(13)を井桁状に複数段積上げるとともに互いに連結して形成されたコンクリート製枠体(12)と、
集められた雨水を前記雨水貯留部(11)に導く流入管(19)と、
前記雨水の利用先に給水するために前記雨水貯留部(11)に接続された給水管(23)と、
前記雨水貯留部(11)から溢れる雨水を排出するために前記雨水貯留部(11)の上部に接続されたオーバフロー管(26)と
を備えるコンクリート製枠体を用いた雨水貯留装置。
A rainwater storage part that is installed on the ground or has a lower part buried in the ground and an upper part protruding above the ground, and is formed so that rainwater can be stored by wrapping the storage material (11b) with a water shielding sheet (11a) (11) and
A concrete frame body (12) formed by connecting the rainwater storage section (11) and connecting the frames together with a plurality of layers of the concrete frame material (13) stacked in a columnar shape,
An inflow pipe (19) for guiding the collected rainwater to the rainwater storage section (11);
A water supply pipe (23) connected to the rainwater reservoir (11) to supply water to the rainwater usage destination;
A rainwater storage device using a concrete frame comprising an overflow pipe (26) connected to an upper part of the rainwater storage part (11) for discharging overflowing rainwater from the rainwater storage part (11).
コンクリート製枠材(13)が、両端部の上面及び下面に凹部(21a,22a)がそれぞれ形成された枠材本体(21,22)を有し、直交する枠材本体(21,22)の凹部(21a,22a)がそれぞれ係合することにより前記直交する枠材本体(21,22)が互いに連結される請求項1記載のコンクリート製枠体を用いた雨水貯留装置。   The concrete frame material (13) has frame body bodies (21, 22) formed with recesses (21a, 22a) on the upper surface and the lower surface of both ends, respectively, and the frame body bodies (21, 22) orthogonal to each other. The rainwater storage device using a concrete frame according to claim 1, wherein the orthogonal frame member bodies (21, 22) are connected to each other by engaging the recesses (21a, 22a). コンクリート製枠材(13)は、高さが枠材本体(21,22)の高さの1/2に形成され両端部の上面に凹部(14a)がそれぞれ形成された枠下端部材(14)と、高さが枠材本体(21,22)の高さの1/2に形成され両端部の下面に凹部(15a)がそれぞれ形成された枠上端部材(15)とを更に有する請求項2記載のコンクリート製枠体を用いた雨水貯留装置。   The frame member made of concrete (13) is a frame lower end member (14) in which the height is formed to ½ of the height of the frame material body (21, 22) and the recesses (14a) are formed on the upper surfaces of both ends. And a frame upper end member (15) having a height which is ½ of the height of the frame body (21, 22) and a recess (15a) formed on the lower surface of both ends. A rainwater storage device using the concrete frame described. 地上に設置されるか或いは下部が地中に埋設され上部が地上に突出するように設置され貯留材(11b)を遮水シート(11a)で包んで雨水を貯留可能に形成された下側貯留部(51)と、前記下側貯留部(51)より小さく形成され前記下側貯留部(51)の上面に設置され雨水を貯留可能な上側貯留部(52)とを有し、
前記下側貯留部(51)と前記上側貯留部(52)とが連通管(53)により連通接続され、
前記下側貯留部(51)に貯留された雨水を前記上側貯留部(52)に汲み上げるポンプ(54)が前記連通管(53)の途中に設けられ、
流入管(19)が前記上側貯留部(52)に連通接続され、
給水管(23)が前記上側貯留部(52)に連通接続され、
オーバフロー管(66)が、前記上側貯留部(52)から溢れる雨水を前記下側貯留部(51)に導く第1オーバフロー管(66a)と、前記下側貯留部(51)から溢れる雨水を排出する第2オーバフロー管(66b)とを有する
請求項1記載のコンクリート製枠体を用いた雨水貯留装置。
A lower storage that is installed on the ground or has a lower part buried in the ground and an upper part protruding above the ground, and the storage material (11b) is covered with a water shielding sheet (11a) so that rainwater can be stored. Part (51) and an upper storage part (52) that is smaller than the lower storage part (51) and is installed on the upper surface of the lower storage part (51) and can store rainwater,
The lower storage portion (51) and the upper storage portion (52) are connected in communication by a communication pipe (53),
A pump (54) for pumping rainwater stored in the lower reservoir (51) to the upper reservoir (52) is provided in the middle of the communication pipe (53),
An inflow pipe (19) is connected in communication with the upper reservoir (52),
A water supply pipe (23) is connected in communication with the upper reservoir (52),
An overflow pipe (66) discharges overflowing rainwater from the first overflow pipe (66a) for guiding rainwater overflowing from the upper reservoir (52) to the lower reservoir (51) and the lower reservoir (51). The rainwater storage device using the concrete frame body according to claim 1, further comprising: a second overflow pipe (66b).
露出する雨水貯留部(11)の上面或いは露出する上側貯留部(52)及び下側貯留部(51)の上面を土(18)で覆うことにより、前記上側貯留部(52)を形成する遮水シート(52a)が水圧によって膨張するのを阻止するとともに、前記覆土(18)に植物を植えることを可能に構成された請求項1又は4記載のコンクリート製枠体を用いた雨水貯留装置。   The upper surface of the exposed rainwater reservoir (11) or the upper surfaces of the exposed upper reservoir (52) and lower reservoir (51) is covered with soil (18) to form the upper reservoir (52). The rainwater storage device using a concrete frame body according to claim 1 or 4, wherein the water sheet (52a) is prevented from expanding due to water pressure, and a plant can be planted in the covering soil (18). 雨水貯留部(11)又は下側貯留部(51)の下面に緩衝機能及び断熱機能を有する下部保護板(16)が設けられ、コンクリート製枠体(12)と前記雨水貯留部(11)又は前記下側貯留部(51)との間に緩衝機能及び断熱機能を有する側部保護板(17)が設けられた請求項1又は4記載のコンクリート製枠体を用いた雨水貯留装置。   A lower protective plate (16) having a buffer function and a heat insulating function is provided on the lower surface of the rainwater storage section (11) or the lower storage section (51), and the concrete frame (12) and the rainwater storage section (11) or The rainwater storage device using a concrete frame body according to claim 1 or 4, wherein a side protection plate (17) having a buffer function and a heat insulation function is provided between the lower storage section (51) and the lower storage section (51). 雨水貯留部(11)内或いは下側貯留部(51)及び上側貯留部(52)内のうち外周部に貯留材(11b,51b,52b)が充填され、この貯留材(11b,51b,52b)により囲まれた内部に廃材(11c,51c,52c)が充填された請求項1又は4記載のコンクリート製枠体を用いた雨水貯留装置。   The storage material (11b, 51b, 52b) is filled in the outer periphery of the rainwater storage part (11) or the lower storage part (51) and the upper storage part (52), and the storage material (11b, 51b, 52b). The rainwater storage device using the concrete frame body according to claim 1 or 4, wherein the interior surrounded by () is filled with waste material (11c, 51c, 52c).
JP2009147354A 2009-06-22 2009-06-22 Rainwater storage device using concrete frame body Pending JP2011001790A (en)

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JP2007239417A (en) 2006-03-13 2007-09-20 Sekisui Chem Co Ltd Rainwater storage and infiltration facility

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JP2022161365A (en) * 2021-04-08 2022-10-21 株式会社 林物産発明研究所 Civil engineering structure skeleton
JP2023044149A (en) * 2021-09-17 2023-03-30 清水建設株式会社 Drainage structure of rainwater storage/impregnation green space
JP7758514B2 (en) 2021-09-17 2025-10-22 清水建設株式会社 Rainwater storage and infiltration green space drainage structure

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