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JP7562034B1
JP7562034B1 JP2024056641A JP2024056641A JP7562034B1 JP 7562034 B1 JP7562034 B1 JP 7562034B1 JP 2024056641 A JP2024056641 A JP 2024056641A JP 2024056641 A JP2024056641 A JP 2024056641A JP 7562034 B1 JP7562034 B1 JP 7562034B1
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rainwater
overflow
basin
recess
ground
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統一 小田辺
登教 山下
恵里香 浅海
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Misawa Homes Co Ltd
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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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Abstract

【課題】本発明の目的は、内水氾濫を防止できるとともに趣のある外構を提供することである。【解決手段】外構(1)は、貯水槽(38)と、庭の地面に凹状に形成された凹部(14)と、前記凹部(14)の地中に埋められる溢水枡(42)と、住宅(3)の屋根に降った雨水を貯水槽(38)及び溢水枡(42)へ誘導し、貯水槽(38)の満水により貯水槽(38)から溢れ出る雨水を溢水枡(42)へ誘導する雨水誘導路(30)と、溢水枡(42)から離れた位置において凹部(14)の地中に埋められる集水枡(50)と、を備える。【選択図】図1[Problem] The object of the present invention is to provide an attractive exterior structure that can prevent inland flooding. [Solution] The exterior structure (1) comprises a water tank (38), a recess (14) formed in a concave shape in the ground of the garden, an overflow basin (42) buried in the ground of the recess (14), a rainwater guide path (30) that guides rainwater that falls on the roof of a house (3) to the water tank (38) and the overflow basin (42) and guides rainwater that overflows from the water tank (38) when the water tank (38) is full to the overflow basin (42), and a catchment basin (50) buried in the ground of the recess (14) at a position away from the overflow basin (42). [Selected Figure] Figure 1

Description

本発明は、外構に関する。 The present invention relates to exterior structures.

特許文献1は、生活排水から不純物を除去する逆環流浄化装置を開示する。逆環流浄化装置は浄化機構、開渠構造及び遊水池機構を備える。浄化機構は、各種の生活雑排水等の被処理水が流入されて、沈殿、濾過によって浄化するよう上流側に配置される枡構造である。遊水池機構は植栽可能になっている開渠構造の下流側に配置される。遊水池機構は浄化機構にて浄化された後の被処理水を空気接触によって浄化する。 Patent Document 1 discloses a reverse reflux purification device that removes impurities from domestic wastewater. The reverse reflux purification device is equipped with a purification mechanism, an open channel structure, and a retention basin mechanism. The purification mechanism is a manhole structure located upstream into which the water to be treated, such as various types of domestic wastewater, flows and is purified through settling and filtration. The retention basin mechanism is located downstream of the open channel structure, which allows for planting. The retention basin mechanism purifies the water to be treated by contacting it with air after it has been purified by the purification mechanism.

特許文献2は、竪樋の中途部に設けられた取水器が、取水器の上方の竪樋から流下してきた雨水を取水器の下方の竪樋とタンクの二手に分ける技術を開示する。タンクが雨水で満杯になった場合、取水器内において雨水がタンクの方から下方の竪樋へ溢れる。雨天時、タンクの満水後は、竪樋から下水道への排水量が多くなることから、タンクの満水は内水氾濫の要因になってしまう。 Patent Document 2 discloses a technology in which a water intake device installed midway through a downspout divides rainwater flowing down from the downspout above the water intake device into two channels: the downspout below the water intake device and a tank. When the tank becomes full of rainwater, the rainwater in the water intake device overflows from the tank into the downspout below. During rainy weather, after the tank is full, the amount of water discharged from the downspout into the sewer increases, and a full tank can lead to inland flooding.

実登3016288号公報Publication No. 3016288 特開2015-1057号公報JP 2015-1057 A

本発明は上記事情に鑑みてなされたものであり、本発明の目的は、内水氾濫を防止できるとともに趣のある外構を提供することである。 The present invention was made in consideration of the above circumstances, and the object of the present invention is to provide an attractive exterior structure that can prevent inland flooding.

以下の括弧書きで示された参照符号は図1~図4において参照される。 The reference numbers in parentheses below refer to Figures 1 to 4.

以上の課題を解決するために、住宅(3)の外に構築される外構(1)が提供される。
前記外構(1)は、
雨水を貯める貯水槽(38)と、
前記住宅(3)の外の庭の地面に凹状に形成された凹部(14)と、
前記凹部(14)の地中に埋められ、一部地面から露出し、その露出した部分に溢水口(42a)を有し、雨水を前記溢水口(42a)まで貯め、前記溢水口(42a)から前記凹部(14)へ雨水を溢れさせる溢水枡(42)と、
カーポート又は前記住宅(3)の屋根に降った雨水を前記貯水槽(38)及び前記溢水枡(42)へ誘導し、前記貯水槽(38)の満水により前記貯水槽(38)から溢れ出る雨水を前記溢水枡(42)へ誘導する雨水誘導路(30)と、
前記溢水枡(42)から離れた位置において前記凹部(14)の地中に埋められ、一部地面から露出し、その露出した部分に取水口(50a)を有し、前記凹部(14)において前記取水口(50a)まで貯められた雨水を前記取水口(50a)を通じて取水して貯める集水枡(50)と、
を備える。
In order to solve the above problems, an exterior structure (1) constructed outside a house (3) is provided.
The exterior structure (1) is
A water tank (38) for storing rainwater;
A recess (14) formed in a concave shape on the ground of a garden outside the house (3);
an overflow basin (42) that is buried in the ground of the recess (14), is partially exposed above the ground, has an overflow outlet (42a) in the exposed part, collects rainwater up to the overflow outlet (42a), and overflows the rainwater from the overflow outlet (42a) into the recess (14);
A rainwater guideway (30) that guides rainwater that falls on a carport or the roof of the house (3) to the water tank (38) and the overflow basin (42) and guides rainwater that overflows from the water tank (38) when the water tank (38) is full to the overflow basin (42);
a catchment basin (50) that is buried in the ground of the recess (14) at a position away from the overflow basin (42), is partially exposed above the ground, has a water intake (50a) on the exposed part, and takes in and stores rainwater that has been stored in the recess (14) up to the water intake (50a) through the water intake (50a);
Equipped with.

上によれば、雨天時、雨水誘導路(30)が雨水を貯水槽(38)に誘導するため、雨水が貯水槽(38)に貯められる。貯水槽(38)に流れ込まなかった雨水は雨水誘導路(30)によって溢水枡(42)へ誘導されて、溢水枡(42)に貯められる。貯水槽(38)の満水後、貯水槽(38)から溢れる雨水も雨水誘導路(30)によって溢水枡(42)へ誘導されて、溢水枡(42)に貯められる。溢水枡(42)内の雨水が溢水枡(42)の溢水口(42a)から溢れても、その雨水が凹部(14)に貯められる。凹部(14)の内側の雨水の水位が集水枡(50)の取水口(50a)まで到達すると、その雨水が取水口(50a)を通って集水枡(50)に流れて、集水枡(50)に貯められる。貯水槽(38)、溢水枡(42)、凹部(14)及び集水枡(50)の四箇所において雨水が貯められることは、下水道へ排出される雨水の量の削減に寄与する。よって、外構(1)は内水氾濫の防止に寄与する。
凹部(14)の内側の雨水の一部は地中に浸透することから、下水道へ排出される雨水の量が削減される。よって、外構(1)は内水氾濫の防止に貢献する。
雨天時、雨水が凹部(14)に貯められることによって、池が現れたように見える。雨が降り続ければ、溢水枡(42)から集水枡(50)へ向かう水の流れが見える。雨が止んだ後、凹部(14)の雨水が地面に浸透したり、蒸発したりすることによって、池が涸れて消えたように見える。これらのことは、外構(1)の趣の向上に貢献する。
貯水槽(38)に貯まった雨水は利用できる。雨水の用途は、例えば、清掃、植物への水やり又は断水時の生活等である。
According to the above , during rainy weather, the rainwater guide path (30) guides rainwater to the water tank (38), so that the rainwater is stored in the water tank (38). Rainwater that does not flow into the water tank (38) is guided by the rainwater guide path (30) to the overflow manhole (42) and stored in the overflow manhole (42). After the water tank (38) is full, rainwater that overflows from the water tank (38) is also guided by the rainwater guide path (30) to the overflow manhole (42) and stored in the overflow manhole (42). Even if the rainwater in the overflow manhole (42) overflows from the overflow outlet (42a) of the overflow manhole (42), the rainwater is stored in the recess (14). When the water level of the rainwater inside the recess (14) reaches the intake (50a) of the catchment basin (50), the rainwater flows through the intake (50a) into the catchment basin (50) and is stored in the catchment basin (50). Storing rainwater in four locations, the water tank (38), the overflow basin (42), the recess (14), and the catchment basin (50), contributes to reducing the amount of rainwater discharged into the sewer system. Therefore, the exterior structure (1) contributes to preventing inland flooding.
Since a portion of the rainwater inside the recess (14) seeps into the ground, the amount of rainwater discharged into the sewer system is reduced. Thus, the exterior structure (1) contributes to preventing inland flooding.
When it rains, rainwater collects in the recess (14), making it look like a pond has appeared. If the rain continues to fall, you can see the water flowing from the overflow basin (42) to the catchment basin (50). After the rain stops, the rainwater in the recess (14) seeps into the ground or evaporates, making the pond look like it has dried up and disappeared. These things contribute to improving the appeal of the exterior structure (1).
The rainwater stored in the water tank (38) can be used, for example, for cleaning, watering plants, or for daily life during a water outage.

前記外構(1)において、
前記凹部(14)は、前記溢水枡(42)から前記集水枡(50)の方に向かって下りに傾斜する底を有してもよい。
In the exterior structure (1),
The recess (14) may have a bottom that slopes downward from the overflow basin (42) towards the catch basin (50).

上によれば、凹部(14)の底が溢水枡(42)から前記集水枡(50)の方に向かって下りに傾斜するため、雨が降り始めて、雨水が溢水枡(42)から溢れ始めると、溢水枡(42)から集水枡(50)の方に向かった水の流れが見える。雨水が凹部(14)に貯まっても、凹部(14)が浅ければ、溢水枡(42)から集水枡(50)の方に向かった水の流れが見える。このような雨天時の水の流れは外構(1)の趣の向上に寄与する。
雨水に含まれる枯れ葉等のゴミが凹部(14)のうち集水枡(50)の近くに溜まりやすいため、凹部(14)の清掃が容易である。
According to the above , since the bottom of the recess (14) slopes downward from the overflow box (42) toward the catchment box (50), when it starts to rain and rainwater starts to overflow from the overflow box (42), the water flow from the overflow box (42) toward the catchment box (50) is visible. Even if rainwater accumulates in the recess (14), if the recess (14) is shallow, the water flow from the overflow box (42) toward the catchment box (50) is visible. Such water flow during rainy weather contributes to improving the appeal of the exterior structure (1).
Since debris such as dead leaves contained in rainwater tends to accumulate near the catchment basin (50) in the recess (14), the recess (14) is easy to clean.

前記外構(1)において、
前記取水口(50a)から前記集水枡(50)の底までの深さは、前記溢水口(42a)から前記溢水枡(42)の底までの深さよりも深くてもよい。
In the exterior structure (1),
The depth from the intake (50a) to the bottom of the catchment basin (50) may be greater than the depth from the overflow outlet (42a) to the bottom of the overflow basin (42).

上によれば、凹部(14)の内側の雨水に泥等が混じりやすいところ、集水枡(50)が溢水枡(42)よりも深いことから、雨水中の泥が集水枡(50)に多く溜まる。 According to the above , the rainwater inside the recess (14) is prone to become mixed with mud, etc., and since the catchment basin (50) is deeper than the overflow basin (42), a large amount of mud in the rainwater accumulates in the catchment basin (50).

前記外構(1)が、
前記集水枡(50)から下水道にかけて地中に埋設され、前記集水枡(50)及び前記下水道に連結される排水管(52)
を備えてもよい。
The exterior structure (1) is
A drainage pipe (52) is buried underground from the catchment basin (50) to the sewer and is connected to the catchment basin (50) and the sewer.
The present invention may also include:

上によれば、排水管(52)が集水枡(50)及び下水道に連結されているため、集水枡(50)に貯められる雨水が下水道へ放出される。 According to the above , since the drain pipe (52) is connected to the catchment basin (50) and the sewer, the rainwater stored in the catchment basin (50) is discharged into the sewer.

前記外構(1)が、
前記凹部(14)の底若しくは前記凹部(14)の周囲又はこれら両方に植えられた植栽(16)
を備えてもよい。
The exterior structure (1) is
Plants (16) planted at the bottom of the recess (14) or around the recess (14), or both.
The present invention may also include:

上によれば、植栽(16)が凹部(14)の底若しくは凹部(14)の周囲又はこれら両方に植えられていることから、雨水が地中に浸透しやすい。雨水が地中に浸透されることによって、下水道へ排出される雨水の量が削減される上、雨水の汚染が除去される。よって、外構(1)は、内水氾濫の防止と環境負荷の軽減に貢献する。 As described above , since the plants (16) are planted at the bottom of the recess (14) or around the recess (14), or both, rainwater can easily infiltrate into the ground. By allowing the rainwater to infiltrate into the ground, the amount of rainwater discharged into the sewer system is reduced, and the rainwater pollution is eliminated. Therefore, the exterior structure (1) contributes to preventing inland flooding and reducing the environmental load.

前記外構(1)が、
前記凹部(14)の底若しくは前記凹部(14)の周囲又はこれら両方に植えられた天然芝生
を備えてもよい。
The exterior structure (1) is
The recess (14) may be provided with natural grass planted at the bottom or around the recess (14) or both.

上によれば、天然芝生が凹部(14)の底若しくは凹部(14)の周囲又はこれら両方に植えられていることから、雨水が地中に浸透しやすい。よって、外構(1)は、内水氾濫の防止と環境負荷の軽減に貢献する。 According to the above , since the natural grass is planted at the bottom of the recess (14) or around the recess (14), or both, rainwater can easily penetrate into the ground. Therefore, the exterior structure (1) contributes to preventing inland flooding and reducing environmental load.

前記外構(1)が、
前記溢水枡(42)の上に積まれた砕石(18)
を備えてもよい。
The exterior structure (1) is
Crushed stones (18) piled on top of the overflow basin (42)
The present invention may also include:

上によれば、砕石(18)が溢水枡(42)の上に積まれているため、溢水枡(42)が砕石(18)の下に隠れることから、外構(1)のデザイン性が良い。また、雨天時、雨水が砕石(18)から湧き出ているように見え、このことは外構(1)の趣の向上に寄与する。 As described above , the crushed stones (18) are piled on top of the overflow basin (42), and the overflow basin (42) is hidden under the crushed stones (18), improving the design of the exterior structure (1). In addition, when it rains, rainwater appears to spring from the crushed stones (18), which contributes to improving the appeal of the exterior structure (1).

前記外構(1)が、
前記集水枡(50)の上に積まれた砕石(20)
を備えてもよい。
The exterior structure (1) is
Crushed stones (20) piled on top of the catchment basin (50)
The present invention may also include:

上によれば、砕石(20)が集水枡(50)の上に積まれているため、集水枡(50)が砕石(20)の下に隠れることから、外構(1)のデザイン性が良い。また、雨天時、雨水が砕石(20)の間に浸入するように見え、このことは外構(1)の趣の向上に寄与する。 As described above , the crushed stones (20) are piled on top of the catchment basin (50), and the catchment basin (50) is hidden under the crushed stones (20), improving the design of the exterior structure (1). In addition, when it rains, rainwater appears to seep in between the crushed stones (20), which contributes to improving the appeal of the exterior structure (1).

前記外構(1)において、
前記凹部(14)の周囲の地面から前記溢水口(42a)までの深さは、前記凹部(14)の周囲の地面から前記取水口(50a)までの深さに等しくてもよい。
In the exterior structure (1),
The depth from the ground around the recess (14) to the overflow outlet (42a) may be equal to the depth from the ground around the recess (14) to the intake (50a).

上によれば、凹部(14)に貯まる雨水の水位が溢水口(42a)及び取水口(50a)の深さに調整される。 According to the above , the water level of rainwater stored in the recess (14) is adjusted to the depth of the overflow port (42a) and the water intake port (50a).

前記外構(1)において、
前記雨水誘導路(30)が、
前記住宅(3)の外壁に沿って上下に延びるよう前記外壁に取り付けられるアッパー竪樋(32a)と、
前記アッパー竪樋(32a)の下端及び前記貯水槽(38)に連結される分岐継手(34)と、
前記分岐継手(34)から地中まで前記外壁に沿って上下に延びるよう前記外壁に取り付けられるロア竪樋(32b)と、
を有してもよく、
前記分岐継手(34)が、前記アッパー竪樋(32a)を流下してきた雨水を前記ロア竪樋(32b)及び前記貯水槽(38)へ誘導するとともに、前記貯水槽(38)の満水時に雨水を前記貯水槽(38)の方から前記ロア竪樋(32b)へ溢水させてもよい。
In the exterior structure (1),
The rainwater guideway (30)
An upper downspout (32a) attached to the exterior wall of the house (3) so as to extend vertically along the exterior wall;
a branch joint (34) connected to a lower end of the upper downspout (32a) and the water tank (38);
A lower downspout (32b) attached to the outer wall so as to extend vertically along the outer wall from the branch joint (34) to the ground;
and
The branch joint (34) guides rainwater flowing down the upper downspout (32a) to the lower downspout (32b) and the water tank (38), and may also cause rainwater to overflow from the water tank (38) into the lower downspout (32b) when the water tank (38) is full.

本発明によれば、外構が内水氾濫の防止に貢献する。外構の趣が高い。 According to the present invention, the exterior structure contributes to preventing inland flooding. The exterior structure has a high level of appeal.

図1は、外構を概略的に示した断面図である。FIG. 1 is a cross-sectional view showing a schematic view of the exterior structure. 図2は、外構の平面図である。FIG. 2 is a plan view of the exterior structure. 図3は、竪樋の中途部に設けられた分岐継手の断面図である。FIG. 3 is a cross-sectional view of a branch joint provided midway through a downspout. 図4は、変形例の外構を概略的に示した断面図である。FIG. 4 is a cross-sectional view showing a schematic configuration of the exterior of a modified example.

以下、図面を参照して、実施形態について説明する。実施形態の特徴及び技術的な効果は、以下の詳細な説明及び図面から理解される。ただし、本発明の範囲は、以下に開示された実施形態に限定されない。図面は例示のみのために提供されるため、本発明の範囲は図面の例示に限定されない。 The following describes embodiments with reference to the drawings. The features and technical effects of the embodiments can be understood from the following detailed description and drawings. However, the scope of the present invention is not limited to the embodiments disclosed below. The drawings are provided for illustrative purposes only, and therefore the scope of the present invention is not limited to the illustrations in the drawings.

<1. 外構>
図1は、雨天時における外構1を概略的に示した断面図である。図2は、外構1の平面図である。外構1は、住宅3が建設された敷地のうち住宅3の外に構築されている。外構1は、庭、雨水浸透帯12、涸れ池14、植栽16、第1砕石18、第2砕石20、雨水誘導路30、貯水槽38、地中管40、溢水枡42、集水枡50及び排水管52を有する。
<1. Exterior>
Fig. 1 is a cross-sectional view showing a schematic of the exterior structure 1 during rainy weather. Fig. 2 is a plan view of the exterior structure 1. The exterior structure 1 is constructed outside the house 3 on a site on which the house 3 is built. The exterior structure 1 includes a garden, a rainwater infiltration zone 12, a dry pond 14, plantings 16, a first crushed stone 18, a second crushed stone 20, a rainwater guideway 30, a water tank 38, an underground pipe 40, an overflow basin 42, a catchment basin 50, and a drainage pipe 52.

庭は、前記敷地内において住宅3の外に造成されている。住宅3は戸建て住宅又は集合住宅である。 The garden is constructed outside the house 3 within the site. The house 3 is a detached house or an apartment building.

雨水が庭の地盤に適度に浸透出来る程度に庭の地盤が造成されることによって、雨水浸透帯12が造成されている。例えば、庭の一部又は全体が掘削されて、適度な浸透性の土が掘削箇所に埋め戻されることによって、雨水浸透帯12が造成されてもよい。埋め戻された土が押し固められて、土の浸透性が調整されてもよい。掘削箇所に埋め戻される土は掘削土(掘削により発生した土)、黒土、鹿沼土、赤玉土、荒木田土、真砂土、堆肥、ピートモス、バーミキュライト、くん炭、パーライト、ゼオライト、腐葉土、大礫、中礫若しくは細礫又はこれらのうち2以上を含んでもよい。ここに挙げた2種以上の土が掘削箇所に積層されてもよい。掘削土とは、掘削により発生した土砂のことをいう。掘削土は、篩に掛けられたものでもよい。透水シートが掘削箇所の底に敷設され、土がその透水シートの上に埋め戻されてもよい。庭の原地盤は雨水が適度に浸透出来る程度の地質であれば、原地盤が整地されることによって雨水浸透帯12が造成されてもよい。芝生が雨水浸透帯12に植生されてもよい。芝生は天然芝生と人工芝生のどちらであってもよい。 The rainwater infiltration zone 12 is created by preparing the ground of the garden so that rainwater can infiltrate the ground of the garden appropriately. For example, the rainwater infiltration zone 12 may be created by excavating a part or the whole of the garden and backfilling the excavated area with soil of appropriate permeability. The backfilled soil may be compacted to adjust the permeability of the soil. The soil backfilled in the excavation area may include excavated soil (soil generated by excavation), black soil, Kanuma soil, Akadama soil, Arakida soil, Masago soil, compost, peat moss, vermiculite, smoked charcoal, perlite, zeolite, leaf mold, large gravel, medium gravel, or fine gravel, or two or more of these. Two or more of the above soils may be layered in the excavation area. Excavated soil refers to soil and sand generated by excavation. The excavated soil may be sieved. A permeable sheet may be laid at the bottom of the excavation area, and the soil may be backfilled on top of the permeable sheet. If the original ground of the garden has a geology that allows rainwater to infiltrate appropriately, the original ground may be leveled to create a rainwater infiltration zone 12. Grass may be planted in the rainwater infiltration zone 12. The grass may be either natural grass or artificial grass.

涸れ池14は、雨水浸透帯12に凹状に形成された凹部である。涸れ池14の底は、涸れ池14の浅い箇所から涸れ池14の深い箇所に下りに傾斜している。涸れ池14の最も深い箇所の深さは、例えば、涸れ池14の周囲の地面から200mmである。芝生が涸れ池14の底に植生されてもよい。大礫、中礫又は細礫のような石が涸れ池14の底に堆積されてもよい。図2において、涸れ池14が造成された領域には、ドット模様が描画されている。涸れ池14の底が深くなるにつれて、ドット模様が濃くなるように、涸れ池14が造成された領域に等高線が描画されている。 The dry pond 14 is a recess formed in a concave shape in the rainwater infiltration zone 12. The bottom of the dry pond 14 slopes downward from a shallow point of the dry pond 14 to a deep point of the dry pond 14. The deepest point of the dry pond 14 is, for example, 200 mm deep from the ground surrounding the dry pond 14. Grass may be grown on the bottom of the dry pond 14. Stones such as large pebbles, medium sized pebbles, or fine gravel may be deposited on the bottom of the dry pond 14. In FIG. 2, a dot pattern is drawn in the area where the dry pond 14 has been created. Contour lines are drawn in the area where the dry pond 14 has been created so that the dot pattern becomes darker as the bottom of the dry pond 14 becomes deeper.

第1砕石18は涸れ池14の浅い箇所に積まれている。第2砕石20は涸れ池14の深い箇所に積まれている。砕石18,20は、涸れ池14の外側にまで広がって積まれてもよい。砕石18,20に採用される石は特に限定するものではないが、例えば景石が砕石18,20に採用されてもよい。 The first crushed stone 18 is piled in a shallow part of the dried-up pond 14. The second crushed stone 20 is piled in a deep part of the dried-up pond 14. The crushed stones 18, 20 may be piled up and spread to the outside of the dried-up pond 14. There is no particular limitation on the stones used for the crushed stones 18, 20, but for example, decorative stones may be used for the crushed stones 18, 20.

雨天時、雨水が涸れ池14に流れ込んで、水が所定水位まで涸れ池14に貯まり、所定水位を超える水が涸れ池14から流れ出る。雨天時、水が第1砕石18から涸れ池14に湧水するように見える。雨天時、涸れ池14内の水が第2砕石20に流れ込むように見える。雨が止むと、涸れ池14に貯まった水が蒸発したり、地面に浸透したりする。そのため、雨天時及びその後の所定時間の間を除いて、涸れ池14の水が涸れる。雨天時に雨水が涸れ池14に流れ込んだり、雨水が涸れ池14から流れ出たりするための雨水の経路については後に詳述する。 During rainy weather, rainwater flows into the dry pond 14 and accumulates there up to a specified water level, and water that exceeds the specified water level flows out of the dry pond 14. During rainy weather, water appears to spring from the first crushed stone 18 into the dry pond 14. During rainy weather, water in the dry pond 14 appears to flow into the second crushed stone 20. When the rain stops, the water accumulated in the dry pond 14 evaporates or seeps into the ground. Therefore, the water in the dry pond 14 dries up except during rainy weather and for a specified period of time thereafter. The route that rainwater takes to flow into and out of the dry pond 14 during rainy weather will be described in detail later.

植栽16は雨水浸透帯12に植えられている。具体的には、植栽16は涸れ池14の周囲又は涸れ池14の底に植えられている。 The plants 16 are planted in the rainwater infiltration zone 12. Specifically, the plants 16 are planted around the dry pond 14 or at the bottom of the dry pond 14.

雨天時の雨水の経路について詳細に説明する。
雨水の経路は、雨水誘導路30、貯水槽38、溢水枡42、涸れ池14、集水枡50及び排水管52によって構成される。
The route that rainwater takes during rainy weather will be explained in detail.
The rainwater path is composed of a rainwater guideway 30, a water tank 38, an overflow basin 42, a dry pond 14, a catchment basin 50 and a drainage pipe 52.

雨水誘導路30は、住宅3の屋根に降った雨水を地上の貯水槽38及び地中の溢水枡42へ誘導し、貯水槽38の満水により貯水槽38から溢れ出る雨水を溢水枡42へ誘導する。雨水誘導路30は、横樋31、竪樋32、分岐継手34、接続管36及び地中管40などを有する。 The rainwater guideway 30 guides rainwater that falls on the roof of the house 3 to an above-ground water tank 38 and an underground overflow basin 42, and guides rainwater that overflows from the water tank 38 when the water tank 38 is full to the overflow basin 42. The rainwater guideway 30 includes a horizontal gutter 31, a vertical gutter 32, a branch joint 34, a connecting pipe 36, and an underground pipe 40.

横樋31は住宅3の屋根の軒先に沿って軒先に取り付けられている。屋根に降った雨水が横樋31に流れ込む。横樋31は、屋根から流れきた雨水を集めて、竪樋32へ誘導する。 The gutter 31 is attached along the eaves of the roof of the house 3. Rainwater that falls on the roof flows into the gutter 31. The gutter 31 collects the rainwater that flows down from the roof and guides it to the downspout 32.

竪樋32は住宅3の外壁に沿って上下に延びるよう外壁に取り付けられている。竪樋32の上端が呼び樋及び集水器等を介して横樋31に連結されている。竪樋32が地中まで及んで、竪樋32の下端が地中管40の一端に連結されている。地中管40が竪樋32の下端から涸れ池14の浅い箇所にかけて庭の地中に埋設され、地中管40の他端が溢水枡42に連結されている。地中管40は、竪樋32から溢水枡42に向かって下りに傾斜してもよい。竪樋32は、横樋31から流れてきた雨水を地中の地中管40へ誘導する。地中管40は、竪樋32から流れてきた雨水を溢水枡42へ誘導する。なお、竪樋32の下端が溢水枡42に直接連結されてもよい。 The downspout 32 is attached to the exterior wall of the house 3 so as to extend vertically along the exterior wall. The upper end of the downspout 32 is connected to the horizontal gutter 31 via a call pipe and a water collector. The downspout 32 extends underground, and the lower end of the downspout 32 is connected to one end of an underground pipe 40. The underground pipe 40 is buried in the ground in the yard from the lower end of the downspout 32 to a shallow part of the dried-up pond 14, and the other end of the underground pipe 40 is connected to an overflow basin 42. The underground pipe 40 may be inclined downward from the downspout 32 to the overflow basin 42. The downspout 32 guides rainwater flowing from the horizontal gutter 31 to the underground pipe 40 underground. The underground pipe 40 guides rainwater flowing from the downspout 32 to the overflow basin 42. The lower end of the downspout 32 may be directly connected to the overflow basin 42.

分岐継手34は、竪樋32の上端部と下端部の間の中途部に設けられている。竪樋32のうち分岐継手34よりも上の部分をアッパー竪樋32aといい、分岐継手34よりも下の部分をロア竪樋32bという。分岐継手34は、アッパー竪樋32aの下端に連結され、ロア竪樋32bの上端に連結され、更に接続管36の一端に連結されている。接続管36の他端は貯水槽38の上部に連結されている。貯水槽38は、住宅3の外壁に寄って庭の地面の上に設置されている。貯水槽38は、地面の上に直接置かれてもよいし、地面上の台座の上に置かれてもよい。貯水槽38は雨水浸透帯12の地面よりも高い位置に配置されている。貯水槽38は樹脂製の雨水タンクである。貯水槽38は水栓38aを側面の下部に有する。水栓38aが開けられると、貯水槽38の内側の雨水が水栓38aを通じて排出される。その水は、清掃、植物への水やり又は断水時の生活などに利用することができる。貯水槽38は、その側面の上部又は上面に通気孔を有する。通気孔の位置が貯水槽38の最大限界水位となる。なお、濾過層が貯水槽38の内部に設けられ、貯水槽に貯まった雨水が濾過槽によって濾過されて、濾過された水が水栓38aから排出されてもよい。 The branch joint 34 is provided midway between the upper end and the lower end of the downspout 32. The part of the downspout 32 above the branch joint 34 is called the upper downspout 32a, and the part below the branch joint 34 is called the lower downspout 32b. The branch joint 34 is connected to the lower end of the upper downspout 32a, connected to the upper end of the lower downspout 32b, and further connected to one end of the connecting pipe 36. The other end of the connecting pipe 36 is connected to the upper part of the water tank 38. The water tank 38 is installed on the ground in the garden near the outer wall of the house 3. The water tank 38 may be placed directly on the ground or on a pedestal on the ground. The water tank 38 is located at a position higher than the ground in the rainwater infiltration zone 12. The water tank 38 is a rainwater tank made of resin. The water tank 38 has a faucet 38a at the lower part of the side. When the faucet 38a is opened, the rainwater inside the water tank 38 is discharged through the faucet 38a. The water can be used for cleaning, watering plants, or for daily life during a water outage. The water tank 38 has an air vent on the upper part of its side or on its top surface. The position of the air vent is the maximum water level of the water tank 38. A filtration layer may be provided inside the water tank 38, and the rainwater stored in the water tank may be filtered by the filtration layer, and the filtered water may be discharged from the faucet 38a.

分岐継手34は、アッパー竪樋32aを流下してきた雨水をロア竪樋32bと接続管36に分けてそれらに誘導する。貯水槽38が満水になると、貯水槽38及び接続管36内における水の水位が分岐継手34にまで及ぶことによって分岐継手34は接続管36内の水をロア竪樋32bへ溢水させる。 The branch joint 34 divides the rainwater flowing down the upper downspout 32a and directs it to the lower downspout 32b and the connecting pipe 36. When the water tank 38 is full, the water levels in the water tank 38 and the connecting pipe 36 reach the branch joint 34, causing the branch joint 34 to overflow the water in the connecting pipe 36 into the lower downspout 32b.

図3は、分岐継手34の縦断面図である。図3に示すように、分岐継手34は、上部接続部34a、上部本体34b、分水板34c、下部本体34f、分岐口34h及び下部接続部34gを有する。上部接続部34a、上部本体34b及び下部接続部41fが管状に形成されている。上部接続部41aは、アッパー竪樋32aの下端を咥えるようにアッパー竪樋32aに連結されている。上部本体34bは上部接続部34aの下部に連結されている。分水板34cは、上部本体34bの下端のペリメーターホール34eに設けられている。分水板34cは、その中央にセンターホール34dを有するとともに、複数のペリメーターホール34eをセンターホール34dの周囲に有する。下部本体34fは、上部本体34bの下端に連結されている。分岐口34hは、下部本体34fの側面に連結されている。分岐口34hは、接続管36の一端に連結されている。下部接続部34gは、下部本体34fの下端から、下部接続部34gの上端の高さは分岐口34hの上下中間部の高さにまで至るまで、下部本体34fに挿入されている。下部接続部34gの上端は、貯水槽38内の最大限界水位よりも下に配置され、接続管36が貯水槽38に接続される位置よりも上に配置されている。下部接続部34gのうち下部本体34fに挿入された部分の上部は、下部本体34fの内周面から離れている。下部接続部34gのうち下部本体34fに挿入された部分の下部は、下部本体34fの内周面に密接している。下部接続部34gの下端はロア竪樋32bの上端に連結されている。 3 is a vertical cross-sectional view of the branch joint 34. As shown in FIG. 3, the branch joint 34 has an upper connection part 34a, an upper body 34b, a water distribution plate 34c, a lower body 34f, a branch port 34h, and a lower connection part 34g. The upper connection part 34a, the upper body 34b, and the lower connection part 41f are formed in a tubular shape. The upper connection part 41a is connected to the upper downspout 32a so as to hold the lower end of the upper downspout 32a. The upper body 34b is connected to the lower part of the upper connection part 34a. The water distribution plate 34c is provided in the perimeter hole 34e at the lower end of the upper body 34b. The water distribution plate 34c has a center hole 34d in its center and has multiple perimeter holes 34e around the center hole 34d. The lower body 34f is connected to the lower end of the upper body 34b. The branch port 34h is connected to the side of the lower body 34f. The branch port 34h is connected to one end of the connection pipe 36. The lower connection part 34g is inserted into the lower body 34f from the lower end of the lower body 34f until the height of the upper end of the lower connection part 34g reaches the height of the upper and lower middle part of the branch port 34h. The upper end of the lower connection part 34g is located below the maximum limit water level in the water tank 38 and above the position where the connection pipe 36 is connected to the water tank 38. The upper part of the part of the lower connection part 34g inserted into the lower body 34f is separated from the inner circumferential surface of the lower body 34f. The lower part of the part of the lower connection part 34g inserted into the lower body 34f is in close contact with the inner circumferential surface of the lower body 34f. The lower end of the lower connection part 34g is connected to the upper end of the lower downspout 32b.

アッパー竪樋32aから流下した雨水が上部接続部34aを通じて上部本体34bに流れ込む。その雨水が分水板34cに衝突して、中央と周辺に分けられる。
中央に分けられた雨水は、分水板34cのセンターホール34dを通って、下部本体34f内において下部接続部34gの内側に流れ、更にロア竪樋32bへ流下する。
周辺に分けられた雨水は、分水板34cのペリメーターホール34eを通って、下部本体34f内において下部接続部34gの外側に流れる。貯水槽38が満水でなければ、下部接続部34gの外側へ流れた雨水は、分岐口34h及び接続管36を通って貯水槽38に流れる。これにより、雨水が貯水槽38に貯まる。貯水槽38が満水である時の貯水槽38内の水位は下部接続部34gの上端の高さによって決まる。貯水槽38が満水であれば、貯水槽38及び接続管36の内側の水位が下部接続部34gの上端に至るため、雨水が下部接続部34gの外側から内側へ溢れる。そのため、アッパー竪樋32aから分岐継手34に流れ込んだ雨水の殆どがロア竪樋32bに流れ込む。
Rainwater flowing down from the upper downspout 32a flows into the upper body 34b through the upper connection part 34a. The rainwater hits the water distribution plate 34c and is divided into the center and the periphery.
The rainwater separated in the center passes through center hole 34d of water dividing plate 34c, flows inside lower connection part 34g within lower body 34f, and further flows down into lower downspout 32b.
The rainwater divided to the periphery flows through the perimeter hole 34e of the water distribution plate 34c and flows to the outside of the lower connection part 34g in the lower body 34f. If the water tank 38 is not full, the rainwater that flows to the outside of the lower connection part 34g flows to the water tank 38 through the branch port 34h and the connection pipe 36. This allows the rainwater to accumulate in the water tank 38. The water level in the water tank 38 when it is full is determined by the height of the upper end of the lower connection part 34g. If the water tank 38 is full, the water level inside the water tank 38 and the connection pipe 36 reaches the upper end of the lower connection part 34g, so that the rainwater overflows from the outside to the inside of the lower connection part 34g. Therefore, most of the rainwater that flows from the upper downspout 32a into the branch joint 34 flows into the lower downspout 32b.

分水板34cはストレーナーとしても機能し、雨水中のゴミが分水板34cによって捕捉される。アッパー竪樋32aを上部接続部34aに嵌め込んだまま、上部接続部34aを上部本体34bから上に外せば、上部本体34b内に溜まったゴミを排出することができる。ゴミ除去後、アッパー竪樋32aを上部接続部34aに嵌め込んだまま、上部接続部34aをその下の上部本体34bに降ろして上部本体34bに連結することができる。 The water diversion plate 34c also functions as a strainer, and debris in the rainwater is captured by the water diversion plate 34c. If the upper connection part 34a is removed upward from the upper body 34b while the upper downspout 32a is still fitted into the upper connection part 34a, debris accumulated in the upper body 34b can be discharged. After debris is removed, the upper connection part 34a can be lowered to the upper body 34b below while the upper downspout 32a is still fitted into the upper connection part 34a, and connected to the upper body 34b.

図1及び図2に示すように、溢水枡42は、涸れ池14の浅い箇所の地中に埋められている。溢水枡42の上部は、涸れ池14の底の地面から露出している。溢水枡42の外形が円柱型又は四角柱型に形作られており、溢水枡42が中空を有する。溢水枡42の上端が、それよりも下の枡本体部に対して着脱可能な蓋であってもよい。溢水枡42は、溢水口42aを上端又は側面に有する。溢水口42aが溢水枡42の側面に形成されている場合、溢水口42aは溢水枡42の下端から上端の方に離れている。溢水枡42の上端の全体が開口し、その開口が溢水口42aであってもよく、この場合、後述の第1砕石18が溢水枡42の中に落ちないようにパンチングプレート、金網或いはストレーナーが開口に設置されている。溢水口42aは、涸れ池14の浅い箇所の地中に埋められることなく、涸れ池14の底の地面から露出している。溢水口42aの深さは、例えば、涸れ池14の周囲の地面から50mmである。溢水枡42は非浸透性の雨水枡である。溢水枡42は、樹脂製、金属製若しくは鉄筋コンクリート製又はこれら2以上の複合製である。例えば溢水枡42はポリ塩化ビニル樹脂製である。 As shown in Figures 1 and 2, the overflow manhole 42 is buried in the ground in a shallow part of the dried-up pond 14. The upper part of the overflow manhole 42 is exposed from the ground at the bottom of the dried-up pond 14. The outer shape of the overflow manhole 42 is cylindrical or rectangular prism-shaped, and the overflow manhole 42 is hollow. The upper end of the overflow manhole 42 may be a detachable cover for the manhole body below. The overflow manhole 42 has an overflow opening 42a at the upper end or side. If the overflow opening 42a is formed on the side of the overflow manhole 42, the overflow opening 42a is located away from the lower end of the overflow manhole 42 toward the upper end. The entire upper end of the overflow basin 42 may be open, and the opening may be an overflow outlet 42a. In this case, a punching plate, wire mesh, or strainer is installed at the opening to prevent the first crushed stone 18 described below from falling into the overflow basin 42. The overflow outlet 42a is not buried in the shallow part of the dried-up pond 14, but is exposed from the ground at the bottom of the dried-up pond 14. The depth of the overflow outlet 42a is, for example, 50 mm from the ground surrounding the dried-up pond 14. The overflow basin 42 is a non-permeable rainwater basin. The overflow basin 42 is made of resin, metal, reinforced concrete, or a composite of two or more of these. For example, the overflow basin 42 is made of polyvinyl chloride resin.

溢水枡42は第1砕石18の下に配置されいる。溢水枡42のうち涸れ池14の底の地面から露出した部分は、第1砕石18の下に隠れている。 The overflow basin 42 is placed under the first crushed stone 18. The part of the overflow basin 42 that is exposed above the ground at the bottom of the dried-up pond 14 is hidden under the first crushed stone 18.

雨天時、雨水が竪樋32及び地中管40を通って溢水枡42に流れ込む。溢水枡42に貯められる雨水の水位が溢水枡42の溢水口42aを超えると、雨水が溢水枡42から溢水口42aを通って涸れ池14へ排出される。雨水が排出された雨水は第1砕石18から涸れ池14へ湧水するように見える。 During rainy weather, rainwater flows into the overflow basin 42 through the downspout 32 and underground pipe 40. When the water level of the rainwater stored in the overflow basin 42 exceeds the overflow outlet 42a of the overflow basin 42, the rainwater is discharged from the overflow basin 42 through the overflow outlet 42a into the dry pond 14. The discharged rainwater appears to spring from the first crushed stone 18 into the dry pond 14.

集水枡50は、涸れ池14の深い箇所の地中に埋められている。集水枡50は、溢水枡42から離れて配置されている。集水枡50の上部は、涸れ池14の底の地面から露出している。集水枡50の外形が円柱型又は四角柱型に形作られており、集水枡50が中空を有する。集水枡50の上端が、それよりも下の枡本体部に対して着脱可能な蓋であってもよい。集水枡50は、取水口50aを上端又は側面に有する。取水口50aが集水枡50の側面に形成されている場合、取水口50aは集水枡50の下端から上端の方に離れている。集水枡50の上端の全体が開口し、その開口が取水口50aであってもよく、この場合、後述の第2砕石20が集水枡50の中に落ちないようにパンチングプレート、金網或いはストレーナーが開口に設置されている。取水口50aは、涸れ池14の深い箇所の地中に埋められることなく、涸れ池14の底の地面から露出している。取水口50aの深さは、溢水枡42の溢水口42aの深さに等しい。取水口50aの深さは、溢水枡42の溢水口42aの深さよりも深くてもよい。取水口50aの深さは、涸れ池14の周囲の地面から50mmである。取水口50aから集水枡50の底までの深さは、溢水枡42の溢水口42aから溢水枡42の底までの深さよりも深い。集水枡50は非浸透性の雨水枡である。集水枡50は浸透孔を側面又は底面に有した浸透性の雨水枡であってもよい。集水枡50は、樹脂製、金属製若しくは鉄筋コンクリート製又はこれら2以上の複合製である。例えば集水枡50はポリ塩化ビニル樹脂製である。 The catchment basin 50 is buried in the ground at a deep part of the dry pond 14. The catchment basin 50 is located away from the overflow basin 42. The upper part of the catchment basin 50 is exposed from the ground at the bottom of the dry pond 14. The outer shape of the catchment basin 50 is cylindrical or rectangular prism-shaped, and the catchment basin 50 is hollow. The upper end of the catchment basin 50 may be a detachable cover for the basin body below. The catchment basin 50 has a water intake 50a at its upper end or on its side. When the water intake 50a is formed on the side of the catchment basin 50, the water intake basin 50a is located away from the lower end of the catchment basin 50 toward the upper end. The entire upper end of the catchment basin 50 may be open, and the opening may be the intake basin 50a. In this case, a punching plate, wire mesh, or strainer is installed at the opening to prevent the second crushed stones 20 described later from falling into the catchment basin 50. The intake basin 50a is not buried in the ground at a deep part of the dried-up pond 14, but is exposed from the ground at the bottom of the dried-up pond 14. The depth of the intake basin 50a is equal to the depth of the overflow basin 42a of the overflow basin 42. The depth of the intake basin 50a may be deeper than the depth of the overflow basin 42a of the overflow basin 42. The depth of the intake basin 50a is 50 mm from the ground around the dried-up pond 14. The depth from the intake basin 50a to the bottom of the catchment basin 50 is deeper than the depth from the overflow basin 42a of the overflow basin 42 to the bottom of the overflow basin 42. The catchment basin 50 is a non-permeable rainwater basin. The catchment basin 50 may be a permeable rainwater basin with permeation holes on the side or bottom. The catchment basin 50 is made of resin, metal, reinforced concrete, or a composite of two or more of these. For example, the catchment basin 50 is made of polyvinyl chloride resin.

溢水枡42から涸れ池14へ溢れ出た雨水の水位が集水枡50の取水口50aまで至ると、その雨水が取水口50aを通って集水枡50に流れ込む。取水口50aの深さが溢水池14の周囲の地面の深さ“0mm”よりも深いことは、雨水が涸れ池14から周囲の地面へ溢れ出ることを防止する。集水枡50に流れ込んだ雨水は集水枡50に貯まる。 When the water level of the rainwater that overflows from the overflow basin 42 into the dry pond 14 reaches the intake 50a of the catchment basin 50, the rainwater flows into the catchment basin 50 through the intake 50a. The depth of the intake 50a is deeper than the depth of the ground around the overflow basin 14, which is 0 mm, to prevent the rainwater from overflowing from the dry pond 14 onto the surrounding ground. The rainwater that flows into the catchment basin 50 is stored in the catchment basin 50.

排水管52は、集水枡50から敷地の外の下水道にかけて地中に埋設されている。排水管52の一端が集水枡50に連結され、排水管52の他端が下水道に連結されている。排水管52は、集水枡50から下水道に向かって下りに傾斜してもよい。集水枡50内に貯留された雨水の水位が、排水管52が集水枡50に接続される部分まで至ると、雨水が集水枡50から排水管52に流れ込む。排水管52は、その雨水を下水道へ誘導する。なお、一又は複数の雨水枡が排水管52の中途部に設けられてもよい。その雨水枡は浸透性と非浸透性のどちらであってもよく、浸透性と非浸透性の両方が採用されてもよい。 The drain pipe 52 is buried underground from the catchment basin 50 to the sewer outside the site. One end of the drain pipe 52 is connected to the catchment basin 50, and the other end of the drain pipe 52 is connected to the sewer. The drain pipe 52 may be inclined downward from the catchment basin 50 toward the sewer. When the water level of the rainwater stored in the catchment basin 50 reaches the part where the drain pipe 52 is connected to the catchment basin 50, the rainwater flows from the catchment basin 50 into the drain pipe 52. The drain pipe 52 guides the rainwater to the sewer. One or more rainwater basins may be provided in the middle of the drainage pipe 52. The rainwater basin may be either permeable or non-permeable, and both permeable and non-permeable basins may be used.

<2. 変形例>
以下に、上述の実施形態からの変更点について説明する。以下に説明する(1)~(3)の何れか1つの変更点のみを採用してもよいし、(1)~(3)のうち2つ以上の変更点を組み合わせて適用してもよい。
2. Modified Examples
The following describes changes from the above-described embodiment. Any one of the changes (1) to (3) described below may be adopted, or two or more of the changes (1) to (3) may be combined and applied.

(1) 外構1がカーポートを有してもよい。この場合、雨樋がカーポートの屋根からアッパー竪樋32aまで配管され、カーポートに降った雨が雨樋によってアッパー竪樋32aへ誘導されてもよい。或いは、カーポートの竪樋が、カーポートの屋根を支える支柱に沿ってカーポートの屋根から地面まで配管され、その竪樋の下端が第2地中管を通じて地中管40に連結されている。そして、貯水槽38が接続管36及び分岐継手34によって竪樋32に通じているのと同様に、カーポートの貯水槽が接続管及び分岐継手によってカーポートの竪樋に通じている。 (1) The exterior structure 1 may have a carport. In this case, a rain gutter may be piped from the carport roof to the upper downspout 32a, and rain that falls on the carport may be guided to the upper downspout 32a by the rain gutter. Alternatively, the carport's downspout is piped from the carport roof to the ground along the pillars supporting the carport's roof, and the lower end of the downspout is connected to the underground pipe 40 through a second underground pipe. And, just as the water tank 38 is connected to the downspout 32 by the connecting pipe 36 and the branch joint 34, the carport's water tank is connected to the carport's downspout by the connecting pipe and the branch joint.

(2) 図4に示すように、砕石51が集水枡50に収容されてもよい。集水枡50が浸透枡として機能する。集水枡50が埋められた箇所に集水枡50が埋められずに、砕石51がその箇所に埋められてもよく、排水管52の端部が砕石51の埋められた穴の側面において開口する。 (2) As shown in FIG. 4, crushed stones 51 may be contained in a catchment basin 50. The catchment basin 50 functions as an infiltration basin. The catchment basin 50 may not be buried in the location where the catchment basin 50 is buried, and crushed stones 51 may be buried in that location, with the end of the drainage pipe 52 opening on the side of the hole where the crushed stones 51 are buried.

(3) 図4に示すように、砕石からなる浸透層15が涸れ池14の底の下に堆積されてもよい。浸透層15が涸れ池14の底で露出してもよいし、土砂などが浸透層15の上に堆積されてもよい。土が浸透層15の上に堆積されている場合、その土に芝生が植生されてもよい。浸透層15が形成されている場合、集水枡50の側面に浸透孔が形成され、浸透層15に浸透した雨水が浸透孔を通じて集水枡50の中に浸水してもよい。このような浸透層15が形成されていれば、雨水浸透帯12の保水力が高まる。なお、(2)で挙げられた変更点と、(3)で挙げられた変更点が併せて採用されてもよい。 (3) As shown in FIG. 4, a permeation layer 15 made of crushed stone may be deposited under the bottom of the dry pond 14. The permeation layer 15 may be exposed at the bottom of the dry pond 14, or soil and sand may be deposited on the permeation layer 15. If soil is deposited on the permeation layer 15, grass may be grown on the soil. When the permeation layer 15 is formed, permeation holes may be formed on the side of the catchment basin 50, and rainwater that permeates the permeation layer 15 may seep into the catchment basin 50 through the permeation holes. If such a permeation layer 15 is formed, the water retention capacity of the rainwater permeation zone 12 will be increased. Note that the changes listed in (2) and the changes listed in (3) may be adopted together.

<3. まとめ>
(1) 雨天時、雨水が雨水誘導路30によって貯水槽38に誘導するため、雨水が貯水槽38に貯められる。貯水槽38に流れ込まなかった雨水が雨水誘導路30によって溢水枡42へ誘導されて、雨水が溢水枡42に貯められる。貯水槽38満水後、貯水槽38から溢れる雨水も雨水誘導路30によって溢水枡42へ誘導されて、雨水が溢水枡42に貯められる。溢水枡42内の雨水が溢水枡42の溢水口42aから溢れても、その雨水が涸れ池14に貯められる。涸れ池14の内側の雨水の水位が集水枡50の取水口50aまで到達すると、その雨水が取水口50aを通って集水枡50に流れて、雨水が集水枡50に貯められる。貯水槽38、溢水枡42、涸れ池14及び集水枡50の四箇所において雨水が貯められることによって、下水道へ排出される雨水の量が削減される。よって、この外構1は内水氾濫の防止に寄与する。
<3. Summary>
(1) During rainy weather, rainwater is guided to the water tank 38 by the rainwater guide path 30, and the rainwater is stored in the water tank 38. Rainwater that does not flow into the water tank 38 is guided to the overflow manhole 42 by the rainwater guide path 30, and the rainwater is stored in the overflow manhole 42. After the water tank 38 is full, rainwater that overflows from the water tank 38 is also guided to the overflow manhole 42 by the rainwater guide path 30, and the rainwater is stored in the overflow manhole 42. Even if the rainwater in the overflow manhole 42 overflows from the overflow outlet 42a of the overflow manhole 42, the rainwater is stored in the dry pond 14. When the water level inside the dry pond 14 reaches the intake 50a of the catchment basin 50, the rainwater flows through the intake 50a into the catchment basin 50 and is stored in the catchment basin 50. By storing rainwater in four places, the water tank 38, the overflow basin 42, the dry pond 14, and the catchment basin 50, the amount of rainwater discharged into the sewer system is reduced. Therefore, this exterior structure 1 contributes to preventing inland flooding.

(2) 涸れ池14の内側の雨水の一部は地中に浸透することから、下水道へ排出される雨水の量が削減される。このことも内水氾濫の防止に貢献する。 (2) Because some of the rainwater inside the dry pond 14 seeps into the ground, the amount of rainwater discharged into the sewer system is reduced. This also contributes to preventing inland flooding.

(3) 雨天時、雨水が涸れ池14に貯められることによって、池が現れたように見える。雨が降り続ければ、溢水枡42から集水枡50へ向かう水の流れが見える。雨が止んだ後、涸れ池14の内側の雨水が地面に浸透したり、蒸発したりすることによって、池が涸れて消えたように見える。これらのことは、外構1の趣の向上に貢献する。 (3) When it rains, rainwater is stored in the dry pond 14, making it appear as if a pond has appeared. If it continues to rain, you can see the water flowing from the overflow basin 42 to the collection basin 50. After the rain stops, the rainwater inside the dry pond 14 seeps into the ground or evaporates, making the pond appear to have dried up and disappeared. These things contribute to improving the appeal of the exterior structure 1.

(4) 涸れ池14の底が溢水枡42から集水枡50の方に向かって下りに傾斜するため、雨が降り始めて、雨水が溢水枡42から溢れ始めると、溢水枡42から集水枡50の方に向かった水の流れが見える。雨水が凹部14に貯まっても、凹部14が浅ければ、溢水枡42から集水枡50の方に向かった水の流れが見える。このような雨天時の水の流れは外構1の趣の向上に寄与する。 (4) Because the bottom of the dry pond 14 slopes downward from the overflow basin 42 toward the collection basin 50, when it starts to rain and rainwater begins to overflow from the overflow basin 42, the water flow from the overflow basin 42 toward the collection basin 50 is visible. Even if rainwater collects in the recess 14, if the recess 14 is shallow, the water flow from the overflow basin 42 toward the collection basin 50 is visible. This type of water flow during rainy weather contributes to improving the appeal of the exterior structure 1.

(5) 涸れ池14の底の勾配は、雨水に含まれる枯れ葉等のゴミ等を集水枡50の近くに集める。よって、涸れ池14清掃が容易である。 (5) The slope of the bottom of the dry pond 14 allows debris such as dead leaves contained in rainwater to be collected near the catch basin 50. This makes it easy to clean the dry pond 14.

(6) 泥等が涸れ池14の内側の雨水に混じりやすいところ、集水枡50が溢水枡(42)よりも深いことから、雨水中の泥等が集水枡50に多く溜まる。 (6) Mud and other materials easily mix with the rainwater inside the dry pond 14, and because the catchment basin 50 is deeper than the overflow basin (42), a large amount of mud and other materials in the rainwater accumulates in the catchment basin 50.

(7) 排水管52が集水枡50及び下水道に連結されているため、集水枡50に貯められる雨水が下水道へ放出される。 (7) The drain pipe 52 is connected to the catchment basin 50 and the sewer, so that the rainwater stored in the catchment basin 50 is discharged into the sewer.

(8) 植栽16が涸れ池14の底若しくは涸れ池14の周囲又はこれら両方に植えられていることから、雨水が地中に浸透しやすい。雨水が地中に浸透されることによって、下水道へ排出される雨水の量が削減される上、雨水の汚染が除去される。よって、内水氾濫が防止されるとともに、環境への負荷が軽減される。 (8) Because the plants 16 are planted in the bottom of the dried-up pond 14 or around the dried-up pond 14, or both, rainwater can easily seep into the ground. By allowing the rainwater to seep into the ground, the amount of rainwater discharged into the sewer system is reduced and the rainwater is decontaminated. This prevents inland flooding and reduces the burden on the environment.

(9) 天然芝生が涸れ池14の底若しくは涸れ池14の周囲又はこれら両方に植えられていることから、雨水が地中に浸透しやすい。よって、内水氾濫が防止されるとともに、環境への負荷が軽減される。 (9) Because natural grass is planted on the bottom of the pond 14, around the pond 14, or both, rainwater can easily seep into the ground. This prevents inland flooding and reduces the burden on the environment.

(10) 第1砕石18が溢水枡42の上に積まれているため、溢水枡42が第1砕石18の下に隠れることから、外構1のデザイン性が良い。また、雨天時、雨水が第1砕石18から湧き出ているように見え、このことは外構1の趣の向上に寄与する。 (10) Because the first crushed stones 18 are piled on top of the overflow basin 42, the overflow basin 42 is hidden under the first crushed stones 18, improving the design of the exterior structure 1. In addition, when it rains, rainwater appears to spring from the first crushed stones 18, which contributes to improving the appeal of the exterior structure 1.

(11) 第2砕石20が集水枡50の上に積まれているため、集水枡50が第2砕石20の下に隠れることから、外構1のデザイン性が良い。また、雨天時、雨水が第2砕石20の間に浸入するように見え、このことは外構1の趣の向上に寄与する。 (11) Because the second crushed stones 20 are piled on top of the catchment basin 50, the catchment basin 50 is hidden under the second crushed stones 20, improving the design of the exterior structure 1. In addition, during rainy weather, rainwater appears to seep in between the second crushed stones 20, which contributes to improving the appeal of the exterior structure 1.

(12) 涸れ池14の周囲の地面から溢水口42aまでの深さは、涸れ池14の周囲の地面から取水口0aまでの深さに等しいことから、涸れ池14に貯まる雨水の最大水位が溢水口42a及び取水口50aの深さに調整される。 (12) The depth from the ground surrounding the dry pond 14 to the overflow outlet 42a is equal to the depth from the ground surrounding the dry pond 14 to the water intake 0a, so the maximum water level of rainwater stored in the dry pond 14 is adjusted to the depth of the overflow outlet 42a and the water intake 50a.

(13) 住宅3が木造住宅であれば、木材の生産から廃棄及び処分までに使用されるエネルギーは、金属材料又はコンクリート材の生産から廃棄及び処分までに使用されるエネルギーよりも少ないことから、住宅3は、二酸化炭素の排出量を実質ゼロにするカーボンニュートラルの推進による脱炭素社会の実現と、持続可能な開発目標(Sustainable Development Goals:SDGs)の達成とに貢献する。 (13) If House 3 is a wooden house, the energy used from the production to the disposal and disposal of wood is less than the energy used from the production to the disposal and disposal of metal materials or concrete materials. Therefore, House 3 contributes to the realization of a decarbonized society by promoting carbon neutrality, which reduces carbon dioxide emissions to virtually zero, and to the achievement of the Sustainable Development Goals (SDGs).

(14) 上述のように、外構1が環境及び下水道への負荷の軽減に貢献する。ひいては、外構1は、誰もがずっと安全に暮らせて災害に強くて住み続けられるまちづくりに寄与する。 (14) As mentioned above, the exterior structure 1 contributes to reducing the burden on the environment and the sewer system. In turn, the exterior structure 1 contributes to creating a town where everyone can live safely and continue to live in a disaster-resistant manner.

1 外構
3 住宅
14 涸れ池(凹部)
16 植栽
18 第1砕石
20 第2砕石
30 雨水誘導路
32 竪樋
32a アッパー竪樋
32b ロア竪樋
34 分岐継手
38 貯水槽
42 溢水枡
42a 溢水口
50 集水枡
50a 取水口
52 排水管
1 Exterior 3 Housing 14 Dried pond (recess)
16 Planting 18 First crushed stone 20 Second crushed stone 30 Rainwater guideway 32 Downspout 32a Upper downspout 32b Lower downspout 34 Branch joint 38 Water tank 42 Overflow basin 42a Overflow outlet 50 Collection basin 50a Water intake 52 Drain pipe

Claims (9)

住宅の外に構築される外構であって、
雨水を貯める貯水槽と、
前記住宅の外の庭の地面に凹状に形成された凹部と、
前記凹部の地中に埋められ、一部地面から露出し、その露出した部分に溢水口を有し、雨水を前記溢水口まで貯め、前記溢水口から前記凹部へ雨水を溢れさせる溢水枡と、
カーポート又は前記住宅の屋根に降った雨水を前記貯水槽及び前記溢水枡へ誘導し、前記貯水槽の満水により前記貯水槽から溢れ出る雨水を前記溢水枡へ誘導する雨水誘導路と、
前記溢水枡から離れた位置において前記凹部の地中に埋められ、一部地面から露出し、その露出した部分に取水口を有し、前記凹部において前記取水口まで貯められた雨水を前記取水口を通じて取水して貯める集水枡と、
を備え
前記取水口から前記集水枡の底までの深さは、前記溢水口から前記溢水枡の底までの深さよりも深いことを特徴とする外構。
An exterior structure constructed outside a house,
A rainwater storage tank,
A recess formed in a concave shape on the ground of a garden outside the house;
An overflow basin is buried in the ground of the recess, is partially exposed above the ground, has an overflow outlet at the exposed part, stores rainwater up to the overflow outlet, and overflows the rainwater from the overflow outlet into the recess;
A rainwater guideway that guides rainwater that falls on a carport or the roof of the house to the water tank and the overflow basin and guides rainwater that overflows from the water tank due to the water tank being full to the overflow basin;
A catchment basin is buried in the ground of the recess at a position away from the overflow basin, is partially exposed above the ground, has a water intake at the exposed part, and takes in and stores the rainwater stored in the recess up to the water intake through the water intake;
Equipped with
This exterior structure is characterized in that the depth from the water intake to the bottom of the water collection basin is deeper than the depth from the overflow outlet to the bottom of the overflow basin .
住宅の外に構築される外構であって、
雨水を貯める貯水槽と、
前記住宅の外の庭の地面に凹状に形成された凹部と、
前記凹部の地中に埋められ、一部地面から露出し、その露出した部分に溢水口を有し、雨水を前記溢水口まで貯め、前記溢水口から前記凹部へ雨水を溢れさせる溢水枡と、
カーポート又は前記住宅の屋根に降った雨水を前記貯水槽及び前記溢水枡へ誘導し、前記貯水槽の満水により前記貯水槽から溢れ出る雨水を前記溢水枡へ誘導する雨水誘導路と、
前記溢水枡から離れた位置において前記凹部の地中に埋められ、一部地面から露出し、その露出した部分に取水口を有し、前記凹部において前記取水口まで貯められた雨水を前記取水口を通じて取水して貯める集水枡と、
前記溢水枡の上に積まれた砕石と、
を備えることを特徴とする外構。
An exterior structure constructed outside a house,
A rainwater storage tank,
A recess formed in a concave shape on the ground of a garden outside the house;
An overflow basin is buried in the ground of the recess, is partially exposed above the ground, has an overflow outlet at the exposed part, stores rainwater up to the overflow outlet, and overflows the rainwater from the overflow outlet into the recess;
A rainwater guideway that guides rainwater that falls on a carport or the roof of the house to the water tank and the overflow basin and guides rainwater that overflows from the water tank due to the water tank being full to the overflow basin;
A catchment basin is buried in the ground of the recess at a position away from the overflow basin, is partially exposed above the ground, has a water intake at the exposed part, and takes in and stores the rainwater stored in the recess up to the water intake through the water intake;
Crushed stones piled on the overflow basin;
An exterior structure characterized by comprising:
住宅の外に構築される外構であって、
雨水を貯める貯水槽と、
前記住宅の外の庭の地面に凹状に形成された凹部と、
前記凹部の地中に埋められ、一部地面から露出し、その露出した部分に溢水口を有し、雨水を前記溢水口まで貯め、前記溢水口から前記凹部へ雨水を溢れさせる溢水枡と、
カーポート又は前記住宅の屋根に降った雨水を前記貯水槽及び前記溢水枡へ誘導し、前記貯水槽の満水により前記貯水槽から溢れ出る雨水を前記溢水枡へ誘導する雨水誘導路と、
前記溢水枡から離れた位置において前記凹部の地中に埋められ、一部地面から露出し、その露出した部分に取水口を有し、前記凹部において前記取水口まで貯められた雨水を前記取水口を通じて取水して貯める集水枡と、
前記集水枡の上に積まれた砕石と、
を備えることを特徴とする外構。
An exterior structure constructed outside a house,
A rainwater storage tank,
A recess formed in a concave shape on the ground of a garden outside the house;
An overflow basin is buried in the ground of the recess, is partially exposed above the ground, has an overflow outlet at the exposed part, stores rainwater up to the overflow outlet, and overflows the rainwater from the overflow outlet into the recess;
A rainwater guideway that guides rainwater that falls on a carport or the roof of the house to the water tank and the overflow basin and guides rainwater that overflows from the water tank due to the water tank being full to the overflow basin;
A catchment basin is buried in the ground of the recess at a position away from the overflow basin, is partially exposed above the ground, has a water intake at the exposed part, and takes in and stores the rainwater stored in the recess up to the water intake through the water intake;
Crushed stones piled on the catchment basin;
An exterior structure characterized by comprising:
住宅の外に構築される外構であって、
雨水を貯める貯水槽と、
前記住宅の外の庭の地面に凹状に形成された凹部と、
前記凹部の地中に埋められ、一部地面から露出し、その露出した部分に溢水口を有し、雨水を前記溢水口まで貯め、前記溢水口から前記凹部へ雨水を溢れさせる溢水枡と、
カーポート又は前記住宅の屋根に降った雨水を前記貯水槽及び前記溢水枡へ誘導し、前記貯水槽の満水により前記貯水槽から溢れ出る雨水を前記溢水枡へ誘導する雨水誘導路と、
前記溢水枡から離れた位置において前記凹部の地中に埋められ、一部地面から露出し、その露出した部分に取水口を有し、前記凹部において前記取水口まで貯められた雨水を前記取水口を通じて取水して貯める集水枡と、
を備え
前記凹部の周囲の地面から前記溢水口までの深さは、前記凹部の周囲の地面から前記取水口までの深さに等しいことを特徴とする外構。
An exterior structure constructed outside a house,
A rainwater storage tank,
A recess formed in a concave shape on the ground of a garden outside the house;
An overflow basin is buried in the ground of the recess, is partially exposed above the ground, has an overflow outlet at the exposed part, stores rainwater up to the overflow outlet, and overflows the rainwater from the overflow outlet into the recess;
A rainwater guideway that guides rainwater that falls on a carport or the roof of the house to the water tank and the overflow basin and guides rainwater that overflows from the water tank due to the water tank being full to the overflow basin;
A catchment basin is buried in the ground of the recess at a position away from the overflow basin, is partially exposed above the ground, has a water intake at the exposed part, and takes in and stores the rainwater stored in the recess up to the water intake through the water intake;
Equipped with
An exterior structure characterized in that the depth from the ground surrounding the recess to the overflow outlet is equal to the depth from the ground surrounding the recess to the intake outlet .
住宅の外に構築される外構であって、
雨水を貯める貯水槽と、
前記住宅の外の庭の地面に凹状に形成された凹部と、
前記凹部の地中に埋められ、一部地面から露出し、その露出した部分に溢水口を有し、雨水を前記溢水口まで貯め、前記溢水口から前記凹部へ雨水を溢れさせる溢水枡と、
カーポート又は前記住宅の屋根に降った雨水を前記貯水槽及び前記溢水枡へ誘導し、前記貯水槽の満水により前記貯水槽から溢れ出る雨水を前記溢水枡へ誘導する雨水誘導路と、
前記溢水枡から離れた位置において前記凹部の地中に埋められ、一部地面から露出し、その露出した部分に取水口を有し、前記凹部において前記取水口まで貯められた雨水を前記取水口を通じて取水して貯める集水枡と、
を備え
前記雨水誘導路が、
前記住宅の外壁に沿って上下に延びるよう前記外壁に取り付けられるアッパー竪樋と、
前記アッパー竪樋の下端及び前記貯水槽に連結される分岐継手と、
前記分岐継手から地中まで前記外壁に沿って上下に延びるよう前記外壁に取り付けられるロア竪樋と、
を有し、
前記分岐継手が、前記アッパー竪樋を流下してきた雨水を前記ロア竪樋及び前記貯水槽へ誘導するとともに、前記貯水槽の満水時に雨水を前記貯水槽の方から前記ロア竪樋へ溢水させる
ことを特徴とする外構。
An exterior structure constructed outside a house,
A rainwater storage tank,
A recess formed in a concave shape on the ground of a garden outside the house;
An overflow basin is buried in the ground of the recess, is partially exposed above the ground, has an overflow outlet at the exposed part, stores rainwater up to the overflow outlet, and overflows the rainwater from the overflow outlet into the recess;
A rainwater guideway that guides rainwater that falls on a carport or the roof of the house to the water tank and the overflow basin and guides rainwater that overflows from the water tank due to the water tank being full to the overflow basin;
A catchment basin is buried in the ground of the recess at a position away from the overflow basin, is partially exposed above the ground, has a water intake at the exposed part, and takes in and stores the rainwater stored in the recess up to the water intake through the water intake;
Equipped with
The storm water guideway,
An upper downspout attached to the exterior wall of the house so as to extend vertically along the exterior wall;
A branch joint connected to a lower end of the upper downspout and the water tank;
A lower downspout is attached to the exterior wall so as to extend vertically along the exterior wall from the branch joint to the ground;
having
The branch joint guides rainwater flowing down the upper downspout to the lower downspout and the water tank, and allows rainwater to overflow from the water tank into the lower downspout when the water tank is full.
The exterior is characterized by:
請求項1から5の何れか一項に記載の外構であって、
前記凹部は、前記溢水枡から前記集水枡の方に向かって下りに傾斜する底を有する
ことを特徴とする外構。
The exterior structure according to any one of claims 1 to 5 ,
An exterior structure characterized in that the recess has a bottom that slopes downward from the overflow box toward the collection box.
請求項1から5の何れか一項に記載の外構であって、
前記集水枡から下水道にかけて地中に埋設され、前記集水枡及び前記下水道に連結される排水管
を備えることを特徴とする外構。
The exterior structure according to any one of claims 1 to 5 ,
An exterior structure characterized by comprising a drainage pipe buried underground from the catchment basin to the sewer and connected to the catchment basin and the sewer.
請求項1から5の何れか一項に記載の外構であって、
前記凹部の底若しくは前記凹部の周囲又はこれら両方に植えられた植栽
を備えることを特徴とする外構。
The exterior structure according to any one of claims 1 to 5 ,
An exterior structure characterized by having plants planted at the bottom of the recess, around the recess, or both.
請求項1から5の何れか一項に記載の外構であって、
前記凹部の底若しくは前記凹部の周囲又はこれら両方に植えられた天然芝生
を備えることを特徴とする外構。
The exterior structure according to any one of claims 1 to 5 ,
The exterior structure is characterized by having natural grass planted at the bottom of the recess, around the recess, or both.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002167813A (en) 2000-12-04 2002-06-11 Takachiho:Kk Rain water utilization method of building and its system
JP2003113625A (en) 2001-10-04 2003-04-18 Kubota Kensetsu Kk Rainwater storage tank
CN102359145A (en) 2011-11-15 2012-02-22 重庆大学 Baffled water holding garden system for treating rainwater collected in urban residential area

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002167813A (en) 2000-12-04 2002-06-11 Takachiho:Kk Rain water utilization method of building and its system
JP2003113625A (en) 2001-10-04 2003-04-18 Kubota Kensetsu Kk Rainwater storage tank
CN102359145A (en) 2011-11-15 2012-02-22 重庆大学 Baffled water holding garden system for treating rainwater collected in urban residential area

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