JP2011080332A - Drainage structure - Google Patents

Drainage structure Download PDF

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Publication number
JP2011080332A
JP2011080332A JP2009235575A JP2009235575A JP2011080332A JP 2011080332 A JP2011080332 A JP 2011080332A JP 2009235575 A JP2009235575 A JP 2009235575A JP 2009235575 A JP2009235575 A JP 2009235575A JP 2011080332 A JP2011080332 A JP 2011080332A
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water
permeable layer
ground
rainwater
drainage structure
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JP2009235575A
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Japanese (ja)
Inventor
Yoshihiko Morio
義彦 森尾
Minoru Mizumoto
実 水本
Kazunori Kamimura
一憲 上村
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Obayashi Corp
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Obayashi Corp
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Priority to JP2009235575A priority Critical patent/JP2011080332A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To drain a large amount of rain water even when there is a ground where an asphalt is constructed on a ground and surface of the earth having a low permeable layer. <P>SOLUTION: A drainage structure 10 on the ground 4 having a high permeable layer 3 under the soil includes: catchment implement 20 which comprise a rain water trench 22 for collecting the rain water falling on the surface of the earth and catch basin 21; and drainage channels 30 which comprise a through-hole that reaches the permeable layer 3, and into which the rain water collected by the catchment implements 20 flows. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、透水層を備えた地盤における排水構造に関する。   The present invention relates to a drainage structure in a ground having a water permeable layer.

従来より、降雨時における洪水等を防止すべく、雨水を排水するための排水構造を設けている。このような排水構造としては、排水トラフを介して集水枡に雨水を集水し、集水枡から地盤に水を浸透させて、あるいは集水枡から雨水排水管を通して排水するものが用いられている(例えば、特許文献1参照)。   Conventionally, a drainage structure for draining rainwater has been provided in order to prevent flooding during rainfall. As such a drainage structure, one that collects rainwater in a catchment through a drainage trough and infiltrates water from the catchment to the ground or drains from the catchment through a rainwater drain pipe is used. (For example, refer to Patent Document 1).

特開2007−177614号公報JP 2007-177614 A

しかしながら、上記のような排水構造では、水を急速に地盤に大量に浸透させることができず、集中豪雨など想定以上の降雨の際には、降雨量が排水可能な量を超えてしまい、集水枡から水があふれ出してしまう。特に、地表面にアスファルトが敷設された地盤や、ローム層などの低透水層を備えた地盤では、雨水の浸透量がさらに限られてしまうため、雨水を排水しきれない。   However, in the drainage structure as described above, water cannot be rapidly penetrated into the ground, and in the case of rainfall more than expected, such as torrential rain, the amount of rainfall exceeds the amount that can be drained, and the concentration is high. Water overflows from the water tank. In particular, on ground with asphalt laid on the ground surface and ground with a low water permeability layer such as a loam layer, the amount of infiltration of rainwater is further limited, and rainwater cannot be drained.

本発明は、上記の問題に鑑みなされたものであり、その目的は、低透水層を備えた地盤や地表にアスファルトが敷設された地盤であっても、大量の雨水を排水できるようにすることである。   The present invention has been made in view of the above problems, and its purpose is to allow a large amount of rainwater to be drained even on ground with a low water permeability layer or ground with asphalt on the ground surface. It is.

本発明の排水構造は、地下に透水性の高い透水層を備えた地盤における排水構造であって、地表に降った雨水が集水される集水部と、上端が前記集水部と連通するとともに下端が前記透水層まで到達する孔からなる排水経路と、を備えることを特徴とする。   The drainage structure of the present invention is a drainage structure in the ground having a water-permeable layer with high water permeability in the underground, and a water collecting portion for collecting rainwater that has fallen on the surface of the ground, and an upper end communicated with the water collecting portion. And a drainage path comprising a hole whose lower end reaches the water permeable layer.

上記の排水構造において、前記排水経路には、砕石が充填されていてもよい。
また、前記地盤は、前記透水層の上方に前記透水層よりも透水性の低い低透水層を備え、又は、地表面にアスファルトが敷設されていてもよい。
また、前記集水部へ雨水を集水する集水溝を更に備えてもよい。
In the above drainage structure, the drainage path may be filled with crushed stone.
The ground may include a low water permeable layer having a lower water permeability than the water permeable layer above the water permeable layer, or asphalt may be laid on the ground surface.
Moreover, you may further provide the water collection groove | channel which collects rainwater to the said water collection part.

本発明によれば、透水層に到達するように貫通孔を形成し、この貫通孔を通して雨水を透水層に排水するため、集中豪雨時などにおいても大量の雨水を排水できる。   According to the present invention, a through hole is formed so as to reach the water permeable layer, and rainwater is drained to the water permeable layer through the through hole, so that a large amount of rain water can be drained even during a heavy rain.

本実施形態の排水構造を示し、(A)は平面図、(B)は(A)におけるI―I断面図である。The drainage structure of this embodiment is shown, (A) is a top view, (B) is II sectional drawing in (A). 排水構造における降雨時の雨水の流れを示し、A)は平面図、(B)は(A)におけるI―I断面図である。The flow of rainwater at the time of rain in the drainage structure is shown, A) is a plan view, and (B) is a cross-sectional view taken along line II in (A).

以下、本発明の排水構造の一実施形態を図面を参照しながら詳細に説明する。
図1は、本実施形態の排水構造10を示し、(A)は平面図、(B)は(A)におけるI―I断面図である。本実施形態の排水構造10は、例えば、ローム層などの低透水層2と、この低透水層2の下方に位置する礫層などの透水層3とを備えた地盤4における雨水を排水するためのものである。同図に示すように、本実施形態の排水構造10は、建物1の周囲を取り囲むように設けられた雨水トレンチ22及び雨水トレンチ22に適宜な間隔をあけて設けられた集水枡21とからなる集水手段20と、集水枡21から透水層3に到達するように形成された排水経路30とを備える。
Hereinafter, an embodiment of the drainage structure of the present invention will be described in detail with reference to the drawings.
1A and 1B show a drainage structure 10 of the present embodiment, in which FIG. 1A is a plan view and FIG. 1B is a cross-sectional view taken along line II in FIG. The drainage structure 10 of the present embodiment drains rainwater in the ground 4 provided with a low-permeable layer 2 such as a loam layer and a permeable layer 3 such as a gravel layer located below the low-permeable layer 2. belongs to. As shown in the figure, the drainage structure 10 of this embodiment includes a rainwater trench 22 provided so as to surround the periphery of the building 1 and a drainage basin 21 provided at an appropriate interval in the rainwater trench 22. And a drainage path 30 formed so as to reach the permeable layer 3 from the catchment basin 21.

雨水トレンチ22は、断面形状が略矩形の溝からなり、内部に砕石23が充填されている。また、雨水トレンチ22の底面には、集水枡21に向かって下り勾配となる傾斜が設けられている。   The rainwater trench 22 is a groove having a substantially rectangular cross-section, and is filled with crushed stone 23 inside. In addition, the bottom surface of the rainwater trench 22 is provided with a slope that becomes a downward slope toward the catchment 21.

集水枡21は、上面が開口する内部に略直方体状の空間が形成されたコンクリート部材からなり、その底面には排水経路30の上端が開口している。また、集水枡21の上部は蓋部材21Aにより閉鎖されている。   The drainage basin 21 is made of a concrete member in which a substantially rectangular parallelepiped space is formed inside the top surface of which is opened, and the upper end of the drainage passage 30 is opened on the bottom surface. Further, the upper portion of the water collecting bowl 21 is closed by a lid member 21A.

排水経路30は、例えば、オーガーなどにより地盤4に透水層3まで到達する貫通孔を形成し、貫通孔内に砕石31を充填することで構築される。なお、低透水層2がローム層である場合には、地盤4を掘削しても自立可能であるため、容易に貫通孔を形成することができる。   The drainage path 30 is constructed by, for example, forming a through hole that reaches the water permeable layer 3 on the ground 4 with an auger or the like, and filling the through hole with a crushed stone 31. In addition, when the low water permeable layer 2 is a loam layer, since it can be self-supported even when the ground 4 is excavated, a through hole can be easily formed.

また、建物1の屋根において集水された雨水を排出する排水口1Aと、集水枡21とを結ぶように配管40が設けられている。なお、配管40は地上に設けてもよいが、地下に設けることが望ましい。   In addition, a pipe 40 is provided so as to connect the drain port 1 </ b> A that discharges rainwater collected on the roof of the building 1 and the catchment 21. The pipe 40 may be provided on the ground, but is preferably provided underground.

図2は、排水構造10における降雨時の雨水の流れを示し、A)は平面図、(B)は(A)におけるI―I断面図である。同図に示すように、建物1の敷地の地表に降った雨水は、雨水トレンチ22に流れ込む。そして、上記のように雨水トレンチ22には、集水枡21に向かって下り勾配となる傾斜が設けられているため、雨水トレンチ22に流れ込んだ雨水は集水枡21に流れ込む。また、建物1の屋根に降った雨水は排水口1Aから配管40を通り、集水枡30へと流れ込む。   2 shows the flow of rainwater in the drainage structure 10 during rainfall, A) is a plan view, and (B) is a cross-sectional view taken along line II in (A). As shown in the figure, rainwater that falls on the surface of the site of the building 1 flows into the rainwater trench 22. As described above, the rainwater trench 22 is provided with a slope that is inclined downward toward the catchment basin 21, so that the rainwater that has flowed into the rainwater trench 22 flows into the catchment basin 21. In addition, rainwater that has fallen on the roof of the building 1 flows from the drain 1 </ b> A through the pipe 40 to the catchment 30.

そして、このように集水枡21へ流れ込んだ雨水は排水経路30内を流れて、透水層3に流れ込む。この際、排水経路30内の砕石31がフィルタとして機能し、浮遊物などを除去する。   And the rainwater which flowed into the water catchment 21 in this way flows in the drainage path 30, and flows into the water permeable layer 3. At this time, the crushed stone 31 in the drainage channel 30 functions as a filter, and removes suspended matters and the like.

本実施形態によれば、雨水を排水経路30を通じて透水層3に流し込むため、低透水層2を備えた地盤であっても大量の雨水であっても確実に排水することができる。   According to this embodiment, since rainwater is poured into the permeable layer 3 through the drainage path 30, even if it is the ground provided with the low permeable layer 2, even if it is a lot of rainwater, it can drain | drain reliably.

また、排水経路30は、オーガー等により下端が透水層3に到達するように貫通孔を形成し、貫通孔内に砕石を充填するのみで構築することができるため、施工コストを抑えることができる。   Moreover, since the drainage path 30 can be constructed only by forming a through hole such that the lower end reaches the water permeable layer 3 by an auger or the like and filling the through hole with crushed stone, the construction cost can be suppressed. .

また、雨水を透水層3に排水するため、地下水を涵養することができ、環境保全に寄与することができる。   Moreover, since rainwater is drained to the permeable layer 3, groundwater can be recharged and it can contribute to environmental conservation.

なお、本実施形態では、排水経路30内に砕石31を充填することとしたが、これに限らず、地盤が自立可能な場合には砕石31を省略してもよい。   In the present embodiment, the crushed stone 31 is filled in the drainage passage 30. However, the present invention is not limited to this, and the crushed stone 31 may be omitted when the ground can stand on its own.

また、本実施形態では、雨水トレンチ22内に砕石23を充填することとしたが、これに限らず、雨水トレンチ22内に砕石23を充填せずに、雨水トレンチ22の上部を蓋で塞ぐこととしてもよい。   Moreover, in this embodiment, although the crushed stone 23 was filled in the rainwater trench 22, it is not restricted to this, The rainwater trench 22 is not filled with the crushed stone 23, but the upper part of the rainwater trench 22 is closed with a lid | cover. It is good.

また、本実施形態では、ローム層などの透水性の低い低透水層3を備えた地盤に本発明の排水構造を適用した場合について説明したが、これに限らず、アスファルトなどの透水性が低い材料が敷設された地盤であっても、本発明を適用できる。このような場合には、アスファルトを貫通し、透水層まで到達するような排水経路を設ければよい。   Moreover, although this embodiment demonstrated the case where the drainage structure of this invention was applied to the ground provided with the low water-permeable layer 3 with low water permeability, such as a loam layer, not only this but water permeability, such as asphalt, is low. The present invention can also be applied to the ground where the material is laid. In such a case, a drainage path that penetrates the asphalt and reaches the water permeable layer may be provided.

また、本実施形態では、建物の周囲に排水構造を設けた場合について説明したが、これに限らず、都市など全体に本発明の排水構造を設けることも可能である。すなわち、街路などに雨水トレンチ及び集水枡を設けておき、この集水枡から浸透層まで到達する排水経路を設ける。これにより、都市全体で環境保全に寄与することができる。   Moreover, although this embodiment demonstrated the case where the drainage structure was provided around the building, not only this but the drainage structure of this invention can also be provided in the whole cities etc. That is, a rainwater trench and a catchment basin are provided on a street or the like, and a drainage path reaching from this catchment basin to a seepage layer is provided. Thereby, it can contribute to environmental conservation in the whole city.

1 建物 2 低透水層
3 透水層 4 地盤
10 排水構造 20 集水手段
21 集水枡 22 雨水トレンチ
23 砕石 30 排水経路
31 砕石 40 配管
DESCRIPTION OF SYMBOLS 1 Building 2 Low-permeability layer 3 Permeable layer 4 Ground 10 Drainage structure 20 Catchment means 21 Catchment 22 Rainwater trench 23 Crushed stone 30 Drainage path 31 Crushed stone 40 Piping

Claims (4)

地下に透水性の高い透水層を備えた地盤における排水構造であって、
地表に降った雨水が集水される集水部と、
上端が前記集水部と連通するとともに下端が前記透水層まで到達する孔からなる排水経路と、
を備えることを特徴とする排水構造。
It is a drainage structure in the ground with a water-permeable layer with high water permeability underground,
A water collecting section where rainwater that falls on the surface of the earth is collected;
A drainage path comprising a hole whose upper end communicates with the water collection section and whose lower end reaches the water permeable layer;
A drainage structure characterized by comprising:
前記排水経路には、砕石が充填されていることを特徴とする請求項1記載の排水構造。   The drainage structure according to claim 1, wherein the drainage path is filled with crushed stone. 前記地盤は、前記透水層の上方に前記透水層よりも透水性の低い低透水層を備え、又は、地表面にアスファルトが敷設されていることを特徴とする請求項1又は2記載の排水構造。   The drainage structure according to claim 1 or 2, wherein the ground includes a low water permeable layer having a lower water permeability than the water permeable layer above the water permeable layer, or an asphalt is laid on the ground surface. . 請求項1から3のうち何れか1項に記載の排水構造であって、
前記集水部へ雨水を集水する集水溝を更に備えることを特徴とする排水構造。
The drainage structure according to any one of claims 1 to 3,
A drainage structure further comprising a water collecting groove for collecting rainwater to the water collecting portion.
JP2009235575A 2009-10-09 2009-10-09 Drainage structure Pending JP2011080332A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014214519A (en) * 2013-04-26 2014-11-17 アロン化成株式会社 Rainwater storage permeation system
JP2015068081A (en) * 2013-09-30 2015-04-13 株式会社コクカコーポレーション Permeable gutter and ground construction method around building using the same
JP2021025317A (en) * 2019-08-06 2021-02-22 清水建設株式会社 Rainwater drainage facility

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014214519A (en) * 2013-04-26 2014-11-17 アロン化成株式会社 Rainwater storage permeation system
JP2015068081A (en) * 2013-09-30 2015-04-13 株式会社コクカコーポレーション Permeable gutter and ground construction method around building using the same
JP2021025317A (en) * 2019-08-06 2021-02-22 清水建設株式会社 Rainwater drainage facility

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