JP2011168957A - Rainwater storage tank - Google Patents

Rainwater storage tank Download PDF

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Publication number
JP2011168957A
JP2011168957A JP2010030866A JP2010030866A JP2011168957A JP 2011168957 A JP2011168957 A JP 2011168957A JP 2010030866 A JP2010030866 A JP 2010030866A JP 2010030866 A JP2010030866 A JP 2010030866A JP 2011168957 A JP2011168957 A JP 2011168957A
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Prior art keywords
rainwater
storage tank
water
foam
glassy
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JP4740378B1 (en
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tetsuya Nabeshima
徹哉 鍋島
Akira Onuma
明 尾沼
Yoshiaki Matsumoto
好明 松本
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IBEX KK
NABESHIMA SHOTEN KK
TECHNO ECO CO Ltd
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IBEX KK
NABESHIMA SHOTEN KK
TECHNO ECO CO Ltd
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Priority to JP2010030866A priority Critical patent/JP4740378B1/en
Priority to CN201110021518XA priority patent/CN102162275A/en
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • 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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  • Sewage (AREA)
  • Road Paving Structures (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide an underground storage tank which has a rainwater purifying action and which enables the rainwater stored under the ground to gradually permeate the ground. <P>SOLUTION: This rainwater storage tank includes: a storage section 10 for storing the rainwater, which formed under the ground; a glassy foam 40 which is constituted by heating and burning glass powder, obtained by crushing a glassy waste material with a particle diameter of 1-200 mm, embedded in a part or the whole of the inside of the storage section 10, to a softening point or above and subsequently cooling the glass powder; and an impermeable plastic sheet 20 for covering a bottom surface of the storage section 10 and a lateral lower area thereof. This enables the rainwater in the storage section 10 to be stored in the state of being alkalified to pH9 or more, and prevents the corrosion of the rainwater. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、宅地の庭、公園、駐車場、敷地等の地下に設置される雨水貯留槽に関する。   The present invention relates to a rainwater storage tank installed in a basement such as a garden of a residential land, a park, a parking lot, or a site.

従来、雨水の地下貯留槽としては、例えば、特許文献1に開示された地下貯留槽がある。係る地下貯留槽は、地中に雨水を貯留する貯留部を形成し、この貯留部のオーバーフロー部から下側の天面、側面及び底面に通水部と透水面を有する通水・透水シートを添設したものである。   Conventionally, as an underground storage tank of rainwater, there exists an underground storage tank disclosed by patent document 1, for example. Such an underground storage tank forms a storage part for storing rainwater in the ground, and has a water-permeable / permeable sheet having a water-permeable part and a water-permeable surface on the top surface, side surface and bottom surface from the overflow part of the storage part. Attached.

しかし、係る地下貯留槽は、方形の梁体四隅に4本の支持脚が設けられた合成樹脂性の充填材を内部に敷き詰めるものであるため、雨水の浄化作用を有するものではなかった(特許文献1 段落番号「0037」、図6参照)。そのため、内部の水が腐食し易く、かつ充填材が汚れやすいことから、2〜3年おきに充填材を交換する必要があるという課題があった。また、雨水はあくまでオーバーフロー部まで貯留しなければ、地中に雨水を浸透させることができないという課題もあった。さらに、地下貯留槽を廃棄する場合には、内部の充填材を取り除いた後に土壌等で埋め戻す必要があるという課題があった。
特開2009−52366号公報
However, the underground storage tank has a synthetic resin filler in which four support legs are provided at the four corners of a rectangular beam body, and therefore has no rainwater purification action (patent) Reference 1 Paragraph number “0037” (see FIG. 6). For this reason, the internal water is easily corroded and the filler is easily contaminated, which causes a problem that the filler needs to be replaced every two to three years. In addition, there is a problem in that rainwater cannot penetrate into the ground unless rainwater is stored up to the overflow portion. Furthermore, when the underground storage tank is discarded, there is a problem that it is necessary to backfill with soil after removing the internal filler.
JP 2009-52366 A

そこで、本発明は、こうした課題を鑑みてなされたものであり、雨水の浄化作用を有するとともに、地下に貯留した雨水を徐々に地中に浸透させることができる地下貯留槽を提供することを主目的とする。   Therefore, the present invention has been made in view of these problems, and it is an object of the present invention to provide an underground storage tank that has a rainwater purification action and can gradually infiltrate rainwater stored underground. Objective.

本発明は、上述の目的を達成するために、以下の手段を採った。   In order to achieve the above-mentioned object, the present invention employs the following means.

本発明に係る雨水貯留槽は、
地中に形成された雨水を貯留する貯留部と
前記貯留部内の一部又は全部に埋設される粒径1mm〜200mmのガラス質廃材を粉砕して得られるガラス粉を軟化点以上に加熱焼成した後、冷却してなるガラス質発泡体と、
前記貯留部の底面及び側方下方領域を覆う非透水性の第1シート部材と、を備え、
前記貯留部の雨水をpH9以上にアルカリ化することができることを特徴とする。
The rainwater storage tank according to the present invention,
A storage part for storing rainwater formed in the ground and a glass powder obtained by pulverizing a glassy waste material having a particle size of 1 mm to 200 mm embedded in a part or all of the storage part was heated and fired above the softening point. After cooling, a vitreous foam formed by cooling,
A water-impermeable first sheet member that covers a bottom surface and a lateral lower region of the reservoir, and
The rainwater in the reservoir can be alkalized to pH 9 or higher.

本発明は、地中に貯留部を有し、この貯留部にガラス質廃材を粉砕して得られるガラス粉を軟化点以上に加熱焼成した後冷却してなるガラス質発泡体を埋設したものである。埋設したガラス質発泡体の気泡に雨水を浸透させ、かつガラス質発泡体間の間隙に雨水を留めることにより、雨水を貯留するものである。すなわち、ガラス質発泡体が保水材としての役割を有するものである。従って、貯留部の底面と側方下方領域をポンプ等で水を有効利用するのに必要な深さ分のみ非透水性の第1シートを覆っておけば、貯留槽の側方上方領域をシートで覆うことなく、貯留槽としての機能を有する。また、ガラス質発泡体の気泡に浸透した移動性の低い雨水と、ガラス質発泡体の間に貯留する流動性の高い雨水を有するので土壌に雨水が徐々に浸透する。すなわち、雨が降った直後は、ガラス質発泡体間の間及び気泡に雨水が浸透する。そして、ガラス質発泡体の間に貯留する比較的流動性の高い水が地中に浸透し、その後、乾燥状態に応じて、ガラス質発泡体の気泡内の雨水が土壌に浸透することになる。さらに、貯留部底面及び側方下方領域に非透水性の第1シート部材を配設してあるので、貯留部の下方の第1シート部材の内側に雨水を完全に貯留することができる。この下層に溜まった雨水は毛細管現象によって埋設されたガラス質発泡体間及び気泡を通じて上面まで上がっていくので、貯留部に溜まった雨水が完全になくなるまで地中に雨水を浸透させる能力を有する。なお、ポンプ等を設置すれば、下層に溜まった雨水を庭園や菜園などの水まきに利用したり、庭、家屋又は自動車等の洗浄に使用したり、エアコン等の冷却水として使用することができる。さらに、ガラス質発泡体は、それ自体が浄化作用を有するので、多少の土壌がガラス質発泡体側に進出しても、濾過作用によって下層に溜まる雨水は透明性が高く浄化された雨水となる。さらにガラス質発泡体はアルカリ性であるので、雨水貯留槽に貯留する雨水はpH9以上にアルカリ化される。従って、雨水の腐食を防止し、大腸菌等の細菌類の繁殖を抑制することができる。さらに、廃棄する場合に、ガラス質発泡体はガラスのリサイクル製品であるため、そのまま土壌として処分可能であるという効果も有する。   The present invention has a storage part in the ground, and a glassy foam formed by cooling the glass powder obtained by pulverizing the vitreous waste material by heating and baking it above the softening point is embedded in the storage part. is there. Rainwater is stored by allowing rainwater to penetrate into the bubbles of the embedded glassy foam and retaining the rainwater in the gaps between the glassy foams. That is, the glassy foam has a role as a water retention material. Therefore, if the non-permeable first sheet is covered only by the depth necessary for effectively using the bottom surface and the lateral lower area of the reservoir with a pump or the like, the lateral upper area of the reservoir is covered with the sheet. It has a function as a storage tank without covering with. Moreover, since it has rain water with low mobility which penetrated into the bubbles of the vitreous foam and rain water with high fluidity stored between the vitreous foam, the rain water gradually permeates into the soil. That is, immediately after it rains, rainwater penetrates between the glassy foams and into the bubbles. And the water with relatively high fluidity stored between the glassy foams penetrates into the ground, and then rainwater in the bubbles of the glassy foam penetrates into the soil according to the dry state. . Furthermore, since the water-impermeable first sheet member is disposed on the bottom surface of the storage unit and the laterally lower region, rainwater can be stored completely inside the first sheet member below the storage unit. The rainwater collected in this lower layer rises to the upper surface between the vitreous foams embedded by capillarity and bubbles, so that it has the ability to permeate the rainwater into the ground until the rainwater accumulated in the storage part is completely eliminated. If a pump is installed, rainwater collected in the lower layer can be used for watering gardens, vegetable gardens, etc., used for washing gardens, houses, cars, etc., or used as cooling water for air conditioners, etc. it can. Further, since the vitreous foam itself has a purifying action, even if some soil advances to the vitreous foam side, the rainwater collected in the lower layer by the filtration action becomes rainwater that is highly transparent and purified. Furthermore, since the vitreous foam is alkaline, rainwater stored in the rainwater storage tank is alkalized to pH 9 or more. Therefore, corrosion of rainwater can be prevented and propagation of bacteria such as Escherichia coli can be suppressed. Further, when discarded, the vitreous foam is a recycled product of glass, so that it can be disposed as soil as it is.

また、本発明に係る雨水貯留槽として、前記貯留部の側方上方領域を覆う透水性又は通水性の第2シート部材を備えていてもよい。係る構成を採用することによって、水の浸透スピードの遅い第2シート部材を使用すれば、貯留部上方領域のガラス質発泡体に溜まった雨水が土壌に浸透していくスピードをさらに調整することができる。また、側面から土壌が内部に進出するのを防止することができる。   Moreover, you may provide the water-permeable or water-permeable 2nd sheet | seat member which covers the side upper area | region of the said storage part as a rainwater storage tank which concerns on this invention. By adopting such a configuration, if the second sheet member having a slow water permeation speed is used, it is possible to further adjust the speed at which rainwater accumulated in the glassy foam in the upper region of the reservoir penetrates the soil. it can. Further, it is possible to prevent the soil from entering the inside from the side.

また、本発明に係る雨水貯留槽として、埋設された前記ガラス質発泡体の上面に透水性又は通水性を有する第3シート部材を敷設してもよい。係る構成を採用することによって、雨水貯留槽の上面に載置された盛土から土壌がガラス質発泡体側に進出することを防止することができる。 Further, as the rainwater storage tank according to the present invention, a third sheet member having water permeability or water permeability may be laid on the upper surface of the embedded glassy foam. By adopting such a configuration, it is possible to prevent the soil from advancing to the vitreous foam side from the embankment placed on the upper surface of the rainwater storage tank.

また、本発明に係る雨水貯留槽として、前記貯留部の上方の平面面積が下方の平面面積より大きいものとしてもよい。本発明に係る雨水貯留槽は、上方部分の平面面積が下方の平面面積より大きく、側方方向に延出するように配設したとしても、ガラス質発泡体によって雨水を保水できるので、延出部分も雨水貯留機能を有することができる。また、地中面と接する面積が増加するので、より効率的に雨水を地中に浸透させることができる。   Moreover, as a rainwater storage tank which concerns on this invention, it is good also as a thing whose upper plane area of the said storage part is larger than a lower plane area. The rainwater storage tank according to the present invention has an upper portion whose plane area is larger than the lower plane area, and even if it is disposed so as to extend in the lateral direction, rainwater can be retained by vitreous foam. The part can also have a rainwater storage function. Moreover, since the area which touches the underground surface increases, rainwater can be penetrated into the ground more efficiently.

また、本発明に係る雨水貯留槽として、前記ガラス質発泡体は、全重量に対し、5〜25重量%の酸化カルシウムを含有していてもよい。係る構成を採用することによって、雨水をアルカリ化させ、より確実に長期間ラングリア係数を高く保つことがきるようになる。   Moreover, as a rainwater storage tank which concerns on this invention, the said glassy foam may contain 5-25 weight% of calcium oxide with respect to the total weight. By adopting such a configuration, it becomes possible to alkalin rainwater and more reliably maintain the Langlia coefficient for a long time.

また、本発明に係る雨水貯留槽として、前記ガラス質発泡体は、吸水率が30%以上であってもよい。係る吸水率を有するガラス質発泡体を使用することで、より効率的に雨水を保水することができる。   Further, as the rainwater storage tank according to the present invention, the glassy foam may have a water absorption rate of 30% or more. By using a glassy foam having such a water absorption rate, rainwater can be retained more efficiently.

本発明に係る発明によれば、雨水の浄化作用を有するとともに、地下に貯水された雨水を地下水槽内に保持する効果が高い地下貯留槽とすることができる。また、地下貯留槽を廃棄する場合に、内部の充填材を取り除くことなく廃棄することができる地下貯留槽とすることができる。   ADVANTAGE OF THE INVENTION According to the invention which concerns on this invention, it can be set as an underground storage tank which has the effect of hold | maintaining the rainwater stored underground in the underground water tank while having a rainwater purification effect | action. Moreover, when discarding an underground storage tank, it can be set as the underground storage tank which can be discarded without removing an internal filler.

本発明の第1の実施形態に係る雨水貯留槽100を示す正面断面図である。It is front sectional drawing which shows the rainwater storage tank 100 which concerns on the 1st Embodiment of this invention. 本発明の第1の実施形態に係る雨水貯留槽100の変形例を示す正面断面図である。It is front sectional drawing which shows the modification of the rainwater storage tank 100 which concerns on the 1st Embodiment of this invention. 本発明の第2の実施形態に係る雨水貯留槽100を示す正面断面図である。It is front sectional drawing which shows the rainwater storage tank 100 which concerns on the 2nd Embodiment of this invention. 本発明の第3の実施形態に係る雨水貯留槽100を示す正面断面図である。It is front sectional drawing which shows the rainwater storage tank 100 which concerns on the 3rd Embodiment of this invention. 本発明の第4の実施形態に係る雨水貯留槽100を示す正面断面図である。It is front sectional drawing which shows the rainwater storage tank 100 which concerns on the 4th Embodiment of this invention.

以下、本発明を実施するための形態について、図面に沿って詳細に説明する。なお、以下に説明する実施の形態及び図面は、本発明の実施形態の一部を例示するものであり、これらの構成に限定する目的に使用されるものではない。また、各図において対応する構成要素には同一又は類似の符号が付されている。   Hereinafter, embodiments for carrying out the present invention will be described in detail with reference to the drawings. Note that the embodiments and drawings described below exemplify a part of the embodiments of the present invention, and are not used for the purpose of limiting to these configurations. Moreover, the same or similar code | symbol is attached | subjected to the corresponding component in each figure.

ここで、本発明を実施するための形態を説明するにあたり、本実施の形態の構成要素と本発明の構成要素との対応関係を明らかにする。本実施の形態における第1貯留部12及び第2貯留部13が貯留部に相当し、非透水性プラスチックシート20が第1シート部材に相当し、通水性又は透水性シート23が第2シート部材に相当し、カバーシート25が第3シート部材に相当する。その他の用語は特許請求の範囲と共通である。   Here, in describing the embodiment for carrying out the present invention, the correspondence between the components of the present embodiment and the components of the present invention will be clarified. The 1st storage part 12 and the 2nd storage part 13 in this Embodiment are equivalent to a storage part, the water-impermeable plastic sheet 20 is equivalent to a 1st sheet member, and a water-permeable or water-permeable sheet 23 is a 2nd sheet member. The cover sheet 25 corresponds to the third sheet member. Other terms are common to the claims.

(第1実施形態)
図1は、第1の実施形態に係る雨水貯留槽100の構成の概略を示す正面断面図である。雨水貯留槽100は、宅地の庭、公園、駐車場等の地下に設けられるものであり、図1に示すように雨水を貯留する貯留部10と、この貯留部10の底面及び側方下方領域を覆うように配設された非透水性プラスチックシート20と、貯留された雨水を汲み上げる揚水ポンプ装置30と、貯留部10内に埋設されたガラス質発泡体40と、を備えている。
(First embodiment)
FIG. 1 is a front sectional view showing an outline of the configuration of the rainwater storage tank 100 according to the first embodiment. The rainwater storage tank 100 is provided in a basement such as a residential land garden, a park, a parking lot, etc., and as shown in FIG. 1, a storage unit 10 that stores rainwater, and a bottom surface and a lateral lower region of the storage unit 10. A water-impermeable plastic sheet 20 disposed so as to cover the water, a pumping-up pump device 30 for pumping up stored rainwater, and a vitreous foam 40 embedded in the storage unit 10.

貯留部10は、地面を掘削して穴を空けて形成される。掘削される穴の形状は特に限定するものではない。本実施の形態においては、貯留部10は直方体に形成され、後に説明するポンプ装置30の取水口33を配置できるように一部が一段低く掘り下げた取水部11が形成されている。しかしながら、本発明の雨水貯留槽100内に配設されるのは、粒状のガラス質発泡体40であり、後述するように単に埋設するだけであるため貯留部10の形状に対する自由度が高いので、貯留部10の形状は特に限定するものではなく、平面視で円形、楕円形のほか、多角形等いかなる形状であってもよい。また、底面も水平平面である必要はなく、図2に示すように底面を斜めに設けてもよい。係る底面を採用すれば、雨水は下方へ流れていくので一部を一段低く形成した取水部11を設ける必要もなくなる。 The storage unit 10 is formed by excavating the ground to make a hole. The shape of the hole to be excavated is not particularly limited. In this Embodiment, the storage part 10 is formed in a rectangular parallelepiped, and the intake part 11 which one part was dug down one step so that the intake port 33 of the pump apparatus 30 demonstrated later can be arrange | positioned is formed. However, it is the granular vitreous foam 40 that is disposed in the rainwater storage tank 100 of the present invention, and since it is simply embedded as described later, the degree of freedom with respect to the shape of the storage portion 10 is high. The shape of the reservoir 10 is not particularly limited, and may be any shape such as a polygon or a circle in addition to a circle or an ellipse in plan view. Further, the bottom surface need not be a horizontal plane, and the bottom surface may be provided obliquely as shown in FIG. If such a bottom surface is adopted, rainwater flows downward, so there is no need to provide a water intake portion 11 formed partly lower.

非透水性プラスチックシート20は、貯留部10の底面及び側面の下方領域を覆うように配設される。従って、側面に配設された非透水性プラスチックシート20の高さまでは、雨水が完全に内部に貯留され、第1貯留部12(斜めにハッチングされた部分)が形成される。非透水性プラスチックシート20の高さは、特に限定するものではなく、貯水したい雨水の貯水量、地中に浸透させた雨水の量等に応じて適宜設定することができる。非透水性のプラスチックシートの素材としては、塩化ビニルシート、ポリエチレンシート、ポリプロピレンシート等が使用されるが、これらに限定するものではない。   The water-impermeable plastic sheet 20 is disposed so as to cover the bottom surface and the lower region of the side surface of the storage unit 10. Therefore, at the height of the water-impermeable plastic sheet 20 disposed on the side surface, rainwater is completely stored inside, and the first storage portion 12 (a portion hatched diagonally) is formed. The height of the water-impermeable plastic sheet 20 is not particularly limited, and can be appropriately set according to the amount of rainwater to be stored, the amount of rainwater permeated into the ground, and the like. As the material of the water-impermeable plastic sheet, a vinyl chloride sheet, a polyethylene sheet, a polypropylene sheet or the like is used, but is not limited thereto.

揚水ポンプ装置30は、第1貯留部12に溜まった雨水を汲み上げるための電動ポンプ31と、取水部11に配置される取水口33と、電動ポンプ31と取水口33とを接続し雨水を通過させる取水管32と、を備えている。揚水ポンプ装置30によって汲み上げられた雨水は、庭園や菜園などの水まきに利用したり、庭、家屋又は自動車等の洗浄に使用したりすることができる。なお、電動ポンプ31は必ずしも電動である必要はなく、手動であっても構わない。   The pump 30 is connected to the electric pump 31 for pumping rainwater accumulated in the first reservoir 12, the water intake 33 disposed in the water intake 11, the electric pump 31 and the water intake 33, and passes through the rainwater. And a water intake pipe 32. The rainwater pumped up by the pump 30 can be used for watering a garden or a vegetable garden, or used for cleaning a garden, a house, a car, or the like. The electric pump 31 is not necessarily electric and may be manually operated.

ガラス質発泡体40は、ガラス質廃材を粉砕して得られるガラス粉を軟化点以上に加熱焼成した後、冷却することで作製される。粒径は1mm〜200mmのものが好ましい。1mm以下のものを用いると雨水の流れが悪くなり、200mm以上のものであるとガラス質発泡体間の空隙が大きくなりすぎて、空隙間の雨水の貯留性能が低下し、土砂が流入し易くなるため好ましくない。より好ましくは5mm〜100mmである。また、気泡は、独立気泡型であっても連続気泡型であってもよい。吸水率30%以上の連続気泡型のガラス質発泡体を使用すれば、保水率が高くなり、雨水の貯留性が高くなる。また、ガラス質発泡体40の成分として、全重量に対し、5〜25重量%の酸化カルシウムを含有させてもよい。係る構成のガラス質発泡体40を採用することで、通過した雨水を長期間pH9以上に保つことができ、高いランゲリア係数を有する雨水を貯留することができる。   The vitreous foam 40 is produced by heating and baking glass powder obtained by pulverizing a vitreous waste material to a temperature above the softening point and then cooling. The particle size is preferably 1 mm to 200 mm. If it is less than 1 mm, the flow of rainwater will be poor, and if it is more than 200 mm, the gap between the glassy foams will be too large, the rainwater storage performance between the gaps will be reduced, and soil will easily flow in. Therefore, it is not preferable. More preferably, it is 5 mm-100 mm. The bubbles may be closed-cell type or open-cell type. If an open-cell glassy foam having a water absorption rate of 30% or more is used, the water retention rate becomes high and the rainwater storage property becomes high. Moreover, you may contain 5 to 25 weight% of calcium oxide as a component of the glassy foam 40 with respect to the total weight. By employing the vitreous foam 40 having such a configuration, the rainwater that has passed can be maintained at a pH of 9 or more for a long period of time, and rainwater having a high Langeria coefficient can be stored.

ガラス質発泡体40は、第1貯留部12に敷き詰められた後、図1の符号50の仮想線で示す第2貯留部13にまで、埋め戻す表面の盛土部分を残して敷き詰められる。従って、非透水性プラスチックシート20より上方においては、ガラス質発泡体40は土壌に直接接触した状態で敷き詰められることになる。その後盛土を埋め戻して、地中に地下貯留槽100が構築される。盛土の深さは、10cm以上であればよいが、雨水の浸透状況を勘案すると、10cmから50cm程度に設定するとよい。   After the vitreous foam 40 is laid on the first storage portion 12, it is spread on the second storage portion 13 indicated by the phantom line 50 in FIG. Therefore, above the water-impermeable plastic sheet 20, the vitreous foam 40 is spread in a state of being in direct contact with the soil. Thereafter, the embankment is backfilled, and the underground storage tank 100 is built in the ground. The depth of the embankment may be 10 cm or more, but it is preferable to set the depth to about 10 cm to 50 cm in consideration of the penetration of rainwater.

こうして作製された雨水貯留槽100は、第1貯留部12においては、雨水を地中に浸透させることなく、完全に雨水を貯留することができ、揚水ポンプ30により取水すれば雨水を有効に活用することができる。一方、第2貯留部13においては、矢印Aに示したように、最初はガラス質発泡体40間の空隙を流れる雨水が徐々に地中へ浸透していくことになる。この際に、ガラス質発泡体40は、気泡内に雨水を保水するため、第2貯留部13の周囲に遮水用のシートが存在しなくても、短期間に雨水を地中へ浸透させることなく、一部の雨水を貯留することができる。そして、ガラス質発泡体40間の空隙を流れる雨水が少なくなると、ガラス質発泡体40の気泡に浸透した雨水が徐々に地中に浸透していくことになる。   The rainwater storage tank 100 manufactured in this way can store rainwater completely without allowing rainwater to penetrate into the ground in the first storage unit 12, and if rainwater is taken in by the pumping pump 30, rainwater can be effectively utilized. can do. On the other hand, in the 2nd storage part 13, as shown to the arrow A, the rain water which flows through the space | gap between the vitreous foams 40 will osmose | permeate into the ground gradually. At this time, since the vitreous foam 40 retains rainwater in the bubbles, the rainwater can permeate into the ground in a short period of time even if there is no sheet for shielding water around the second reservoir 13. Without rain, some rainwater can be stored. And if the rainwater which flows through the space | gap between the glassy foams 40 decreases, the rainwater which penetrate | infiltrated the bubble of the glassy foams 40 will osmose | permeate in the ground gradually.

また、ガラス質発泡体40は気泡を多数有するので、ガラス質発泡体40を通過すれば水は浄化され、浄水が第1貯留部12に貯留されることになる。そのため、草木の水やりや車や庭の洗浄等には十分に使用可能な水となる。さらに、ガラス質発泡体40はアルカリ性であるため、通過した水はpH9以上のアルカリ性となる。従って、雨水の腐食を防止する効果を有するとともに、大腸菌等の最近の増殖を抑制する効果を有する。こうした効果の結果、雨水貯留槽100はメンテナンスをする必要がなく、長期間機能を維持することができる。   Further, since the glassy foam 40 has a large number of bubbles, water passes through the glassy foam 40 and the water is purified, and the purified water is stored in the first storage unit 12. Therefore, the water can be used sufficiently for watering plants and washing cars and gardens. Furthermore, since the vitreous foam 40 is alkaline, the water that has passed becomes alkaline with a pH of 9 or more. Therefore, it has an effect of preventing rainwater corrosion and an effect of suppressing recent growth of E. coli and the like. As a result of these effects, the rainwater storage tank 100 does not need to be maintained and can maintain its function for a long period of time.

さらに、廃棄する場合、ガラス質発泡体40はガラスのリサイクル製品であるため、そのまま土壌として処分可能であり、産業廃棄物が発生することがない。   Furthermore, when discarding, since the vitreous foam 40 is a recycled product of glass, it can be disposed as soil as it is, and industrial waste is not generated.

さらに、貯留部10周囲をコンクリート等で固定する必要がなく雨水貯留槽100の施工の大部分を重機のみで行うことができ、手作業による作業をほとんど必要としないので、工期を短縮することができるとともに労力を節約することができる。また、基礎を構築する必要もないので、さらに工期を短くすることができる。 Furthermore, it is not necessary to fix the surroundings of the storage unit 10 with concrete or the like, and most of the construction of the rainwater storage tank 100 can be performed only with heavy machinery, and since almost no manual work is required, the construction period can be shortened. As well as saving labor. Moreover, since it is not necessary to construct a foundation, the construction period can be further shortened.

さらに、雨水貯留槽100の上面に花壇等の草木を植えた場合には、第2貯留部13のガラス質発泡体40に保水された水が適切に、盛土に湿り気を与えるので、水を撒く手間を軽減することができる。 Furthermore, when plants such as flower beds are planted on the upper surface of the rainwater storage tank 100, the water retained in the vitreous foam 40 of the second reservoir 13 appropriately moistens the embankment, so that water is sprayed. Time and effort can be reduced.

(第2実施形態)
図3は、第2の実施形態に係る雨水貯留槽100の構成の概略を示す正面断面図である。第2の実施形態の雨水貯留槽100は、第1の実施の形態の雨水貯留槽100に対して第2貯留部13の側面に通水性又は透水性シート23を配設している点のみが異なる。その他の点については第1の実施形態と同様であるので、説明を省略する。
(Second Embodiment)
FIG. 3 is a front cross-sectional view showing an outline of the configuration of the rainwater storage tank 100 according to the second embodiment. The rainwater storage tank 100 of 2nd Embodiment is only the point which has arrange | positioned the water-permeable or the water-permeable sheet 23 on the side surface of the 2nd storage part 13 with respect to the rainwater storage tank 100 of 1st Embodiment. Different. Since other points are the same as those in the first embodiment, description thereof is omitted.

通水性又は透水性シート23としては、細孔が形成されたプラスチックシートや不織布等が使用される。通水性又は透水性シート23は、第2貯留部13の側面に配設されて、第2貯留部13に浸透した雨水が地中に浸透するスピードをさらに調整したり、土壌がガラス質発泡体内に浸透したりするのを防止するためのものである。土壌も一定量ガラス質発泡体40内に進出すれば、それ以上の浸透を抑える効果を有するが、通水性又は透水性シート23を配設することによって、より効果的なものとなる。   As the water-permeable or water-permeable sheet 23, a plastic sheet, a nonwoven fabric or the like in which pores are formed is used. The water-permeable or water-permeable sheet 23 is disposed on the side surface of the second reservoir 13 to further adjust the speed at which rainwater that has permeated the second reservoir 13 penetrates into the ground, or the soil is in a glassy foam. This is to prevent penetration into the water. If the soil also advances into the glassy foam 40 by a certain amount, it has an effect of suppressing further permeation, but it becomes more effective by disposing the water-permeable or water-permeable sheet 23.

(第3実施形態)
図4は、第3の実施形態に係る雨水貯留槽100の構成の概略を示す正面断面図である。第3の実施形態の雨水貯留槽100は、第2の実施の形態の雨水貯留槽100に対して第2貯留部13の上面に通水性又は透水性のカバーシート25を配設している点のみが異なる。その他の点については第2の実施形態と同様であるので、説明を省略する。
(Third embodiment)
FIG. 4 is a front cross-sectional view showing an outline of the configuration of the rainwater storage tank 100 according to the third embodiment. The rainwater storage tank 100 of the third embodiment is provided with a water-permeable or water-permeable cover sheet 25 on the upper surface of the second storage unit 13 with respect to the rainwater storage tank 100 of the second embodiment. Only the difference. The other points are the same as in the second embodiment, and thus the description thereof is omitted.

カバーシート25としては、細孔が形成されたプラスチックシートや不織布等が使用される。カバーシート25は、第2貯留部13の上面に配設されて、盛り土の土壌がガラス質発泡体内に進出するのを防止するためのものである。基本的にガラス質発泡体40自体に土壌が一定量ガラス質発泡体40内に浸透すれば、それ以上の浸透を抑える効果を有するが、カバーシート25配設することで、完全に土壌の進出を防止することができる。   As the cover sheet 25, a plastic sheet in which pores are formed, a nonwoven fabric, or the like is used. The cover sheet 25 is disposed on the upper surface of the second storage unit 13 to prevent the embankment soil from entering the vitreous foam. Basically, if a certain amount of soil penetrates into the vitreous foam 40 itself, the glass foam 40 has an effect of suppressing further permeation. Can be prevented.

(第4実施形態)
図5は、第4の実施形態に係る雨水貯留槽100の構成の概略を示す正面断面図である。第4の実施形態の雨水貯留槽100は、第1の実施の形態の雨水貯留槽100に対して第2貯留部13の平面面積が第1貯留部12の平面面積と比較して大きく形成され、第2貯留部の側面には、通水性又は透水性シート23が配設されている点が異なる。その他の点については第2の実施形態と同様であるので、説明を省略する。係る構成を採用することによって、第2貯留部13に保水する雨水を増加することができるとともに、第2貯留部13の下面から地中に容易に雨水を浸透させやすくなる。
(Fourth embodiment)
FIG. 5 is a front cross-sectional view showing an outline of the configuration of the rainwater storage tank 100 according to the fourth embodiment. The rainwater storage tank 100 of the fourth embodiment is formed so that the planar area of the second storage part 13 is larger than the planar area of the first storage part 12 with respect to the rainwater storage tank 100 of the first embodiment. The difference is that a water-permeable or water-permeable sheet 23 is disposed on the side surface of the second reservoir. The other points are the same as in the second embodiment, and thus the description thereof is omitted. By adopting such a configuration, it is possible to increase the amount of rainwater retained in the second reservoir 13 and to easily allow rainwater to penetrate into the ground from the lower surface of the second reservoir 13.

実施例1として、畑地に穴を掘削し、周囲をビニルシートで覆った90リットルの雨水貯留槽を作製した。実施例1の雨水貯留槽には、ガラス質(廃ガラス成分)73.5重量%、酸化カルシウム12.1重量%、酸化ナトリウム10.5重量%、酸化アルミニウム1.57重量%を含有するガラス質発泡体を埋設した。比較例として、畑地に同様の穴を穿設し、周囲をビニルシートで覆った90リットルの雨水貯留槽を作製し、内部に何も埋設しなかった。両方の貯留槽に事前に採取した雨水を注ぎ入れ、比較条件を同一とするため実施例1及び比較例1の両方の上面を防水性のシートで覆い、3日後、約1ヶ月後、約2ヶ月後に、雨水を取水して水質を検査した。検査結果を表1及び表2に示す。
As Example 1, a 90 liter rainwater storage tank was produced by excavating a hole in a field and covering the periphery with a vinyl sheet. The rainwater storage tank of Example 1 contains 73.5% by weight of glass (waste glass component), 12.1% by weight of calcium oxide, 10.5% by weight of sodium oxide, and 1.57% by weight of aluminum oxide. Quality foam was embedded. As a comparative example, a 90 liter rainwater storage tank was made by drilling a similar hole in the field and covering the periphery with a vinyl sheet, and nothing was embedded inside. Rainwater collected in advance in both storage tanks is poured, and the upper surfaces of both Example 1 and Comparative Example 1 are covered with a waterproof sheet to make the comparison conditions the same. After 3 days, about 1 month, about 2 After months, rainwater was taken and the water quality was inspected. The test results are shown in Tables 1 and 2.

濁度については、比較例1は、特に3ヶ月後に著しく濁った水が検出された。一方、実施例1には、ほとんど濁りが目視できなかった。これはガラス質発泡体の浄化作用によるものが大きいと思われる。   Concerning turbidity, Comparative Example 1 detected water that was extremely turbid, especially after 3 months. On the other hand, in Example 1, almost no turbidity was visible. This is probably due to the purification action of the glassy foam.

pHについては、比較例1は、8.12から8.64と8を少し超える程度のpHを示した。これに対し、実施例1は、3日後、約1ヶ月後、約2ヶ月後いずれの時点においても9を超えるpHの値を示し、アルカリ化が進んでいることを示している。 About pH, the comparative example 1 showed pH of the grade which is a little over 8 from 8.12 to 8.64. On the other hand, Example 1 shows a pH value exceeding 9 at any time point after 3 days, about 1 month, and about 2 months, indicating that alkalinization is progressing.

ラングリア指数については、比較例1は、3日後に−0.96と低い数値になっているが、1ヶ月後、2ヶ月後には、0.04の数値を示し、安定した。一方、実施例1は、3日後、1ヶ月後、2ヶ月後ともに、0.79から1.02と高い数値を示した。なお、ランゲリア指数とは、水の腐食性と炭酸カルシウム被膜形成の目安となる数値とされ、以下の数1で算出される。数値が大きいほど炭酸カルシウムの析出が起こりやすく非腐食性が高くなる。多くの実例から−1.0程度以上であれば、非腐食効果は期待できる。
(数1)
ランゲリア指数=pH−pHs
ただし、pHs=8.313―log(Ca2+)−log(A)+s
pH:水の実際のpH値
pHs:平衡状態にあるときのpH値
log(Ca2+):カルシウムイオン濃度の対数
log(A):
総アルカリ度の対数
s:補正値
As for the Langlia index, Comparative Example 1 had a low value of -0.96 after 3 days, but after 1 month and 2 months, it showed a value of 0.04 and was stable. On the other hand, Example 1 showed a high value from 0.79 to 1.02 after 3 days, 1 month, and 2 months. The Langeria index is a numerical value that serves as a measure of the corrosivity of water and the formation of a calcium carbonate film, and is calculated by the following formula 1. The larger the value, the easier the precipitation of calcium carbonate and the higher the non-corrosiveness. If it is about -1.0 or more from many examples, the non-corrosive effect can be expected.
(Equation 1)
Langeria index = pH-pHs
However, pHs = 8.313−log (Ca 2+ ) −log (A) + s
pH: Actual pH value of water
pHs: pH value when in equilibrium
log (Ca 2+ ): Logarithm of calcium ion concentration
log (A):
Logarithm of total alkalinity
s: Correction value

以上の数式より、非腐食性を高める(ランゲリア指数を上げる)には、pHを上げる、アルカリ度を上げる、又はカルシウムイオン濃度を上げるのいずれかによって達成されることがわかる。今回の実験においては、実施例、比較例ともに非腐食性効果が期待できるが、その要因は異なっている。実施例においてランゲリア指数を高めている要因は、アルカリ度が高いことにある。実施例においてアルカリ度が高いことはガラス質発泡体に起因していることが大きな要因であり、その結果、強い非腐食性を維持している。一般に貯留槽は、水をアルカリに保つために石灰を投入しているが、本雨水貯留槽ではその必要がない。一方、比較例は、弱い非腐食性を示しているが、これはカルシウムイオンの多さが要因であると思われる。カルシウムイオンは、土壌からの供給であると思われる。こうした比較から実施例では、カルシウムイオンが析出している状態であるのに対し、比較例ではイオンの状態で遊離しているものと考える。なお、アルカリ度の測定には、pH4.3の酸を使用し、pH7.0に中和するまでの酸の消費量を測定した。   From the above formulas, it can be seen that increasing the non-corrosive property (increasing the Langeria index) is achieved by either increasing the pH, increasing the alkalinity, or increasing the calcium ion concentration. In this experiment, the non-corrosive effect can be expected in both the examples and comparative examples, but the factors are different. The factor that increases the Langeria index in the examples is that the alkalinity is high. In the examples, the high alkalinity is mainly due to the vitreous foam, and as a result, strong non-corrosiveness is maintained. In general, the storage tank is charged with lime in order to keep the water alkaline, but this rainwater storage tank does not need this. On the other hand, the comparative example shows weak non-corrosiveness, which seems to be due to the large amount of calcium ions. Calcium ions appear to be supplied from the soil. From these comparisons, it is considered that calcium ions are precipitated in the examples, whereas in the comparative examples, they are released in an ionic state. For measuring the alkalinity, an acid having a pH of 4.3 was used, and the amount of acid consumed until neutralization to pH 7.0 was measured.

大腸菌群数については、比較例では、3日後、約1ヶ月後、約2ヶ月後がそれぞれ0、55、78と徐々に大腸菌の増加が認められた。これに対し、実施例は、1から2n/mlときわめて低いレベルでしか確認されなかった。実施例で大腸菌群数が極端に少なかった要因としては、ガラス質発泡体による水質のアルカリ化であると考えられる。大腸菌等の細菌類は、強アルカリの状態を嫌う傾向にあり、畑地での実験であるという条件を加味すると、実施例では増殖しないと発明者らは考えられる。   Regarding the number of coliforms, in the comparative example, after 3 days, about 1 month, and about 2 months, the number of E. coli was gradually increased to 0, 55, and 78, respectively. In contrast, the examples were confirmed only at a very low level of 1 to 2 n / ml. The cause of the extremely small number of coliforms in the examples is considered to be alkalinization of water quality by vitreous foam. The inventors think that bacteria such as Escherichia coli tend to dislike the state of strong alkali and do not proliferate in the examples, given the condition that it is an experiment in a field.

上述した実施の形態で示すように、雨水を貯留するための雨水貯留槽として利用することができる。   As shown in the embodiment described above, it can be used as a rainwater storage tank for storing rainwater.

10…貯留部、11…取水部、12…第1貯留部、13…第2貯留部、20…非透水性プラスチックシート、23…通水性又は透水性シート、25…カバーシート、30…揚水ポンプ装置、31…電動ポンプ、32…取水管、33…取水口、40…ガラス質発泡体、100…雨水貯留槽。
DESCRIPTION OF SYMBOLS 10 ... Storage part, 11 ... Water intake part, 12 ... 1st storage part, 13 ... 2nd storage part, 20 ... Non-permeable plastic sheet, 23 ... Water permeability or water-permeable sheet, 25 ... Cover sheet, 30 ... Pump Apparatus, 31 ... Electric pump, 32 ... Water intake pipe, 33 ... Water intake, 40 ... Glassy foam, 100 ... Rainwater storage tank.

Claims (6)

地中に形成された雨水を貯留する貯留部と
前記貯留部内側の一部又は全部に埋設される粒径1mm〜200mmのガラス質廃材を粉砕して得られるガラス粉を軟化点以上に加熱焼成した後、冷却してなるガラス質発泡体と、
前記貯留部の底面及び側方下方領域を覆う非透水性の第1シート部材と、を備え、
前記貯留部の雨水をpH9以上にアルカリ化することができることを特徴とする雨水貯留槽。
A storage part for storing rainwater formed in the ground and a glass powder obtained by pulverizing a glassy waste material having a particle diameter of 1 mm to 200 mm embedded in a part or all of the inside of the storage part is heated and fired above the softening point. A glassy foam formed by cooling,
A water-impermeable first sheet member that covers a bottom surface and a lateral lower region of the reservoir, and
A rainwater storage tank, wherein the rainwater in the storage section can be alkalized to pH 9 or higher.
前記貯留部の側方上方領域を覆う透水性又は通水性の第2シート部材を備えていることを特徴とする請求項1に記載の雨水貯留槽。   The rainwater storage tank according to claim 1, further comprising a water-permeable or water-permeable second sheet member that covers a laterally upper region of the storage unit. 埋設された前記ガラス質発泡体の上面に透水性又は通水性を有する第3シート部材を敷設したことを特徴とする請求項1又は2に記載の雨水貯留槽。   The rainwater storage tank according to claim 1 or 2, wherein a third sheet member having water permeability or water permeability is laid on the upper surface of the embedded glassy foam. 前記貯留部の上方の平面面積が下方の平面面積より大きいことを特徴とする請求項1から3のいずれかに1項に記載の雨水貯留槽。   The rainwater storage tank according to any one of claims 1 to 3, wherein an upper planar area of the reservoir is larger than a lower planar area. 前記ガラス質発泡体は、全重量に対し、5〜25重量%の酸化カルシウムを含有してなることを特徴とする請求項1から4のいずれか1項に記載の雨水貯留槽。   The rainwater storage tank according to any one of claims 1 to 4, wherein the vitreous foam contains 5 to 25% by weight of calcium oxide with respect to the total weight. 前記ガラス質発泡体は、吸水率が30%以上であることを特徴とする請求項1から5のいずれか1項に記載の雨水貯留槽。   The rainwater storage tank according to any one of claims 1 to 5, wherein the glassy foam has a water absorption rate of 30% or more.
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