JP2011038295A - Rainwater drainage structure - Google Patents

Rainwater drainage structure Download PDF

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JP2011038295A
JP2011038295A JP2009186011A JP2009186011A JP2011038295A JP 2011038295 A JP2011038295 A JP 2011038295A JP 2009186011 A JP2009186011 A JP 2009186011A JP 2009186011 A JP2009186011 A JP 2009186011A JP 2011038295 A JP2011038295 A JP 2011038295A
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rainwater
water
drainage
recumbent
building
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Joji Katsuma
譲二 勝間
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Asahi Kasei Homes Corp
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Asahi Kasei Homes Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a rainwater drainage structure capable of reducing required area of its installation space as much as possible and exchanging the rainwater stored always in it with new flowing-in rainwater in accordance with the flow-in even when it receives rainwater furthermore while it is still full with rainwater. <P>SOLUTION: This rainwater drainage structure 5 for draining the rainwater fallen down on a building 1 includes water collection parts 21a, 21b for collecting the rainwater fallen on the building 1 primarily and a drain part 23 connected with a public drainage system 90 installed out of its site. The whole drain path 22 from downstream side parts of the water collection parts 21a, 21b to an upstream side part of the drain part 23 is used as a water storage part A. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、住宅等に敷設される雨水排水構造に関する。   The present invention relates to a rainwater drainage structure laid in a house or the like.

昨今、都市部の増大化等とともに、水道利用量が増大し、水不足が深刻化し、また、地下水の不浸透域が増大して、地表温の上昇による都市のヒートアイランド化等も問題となっている。一方、洗車や庭園への灌水等には、上水を使用せずとも雨水を利用すれば充分であり、そうすることで上水使用量の節約にもなる。以上のようなことから、住宅内において、雨水を有効利用できるように貯水する構造を採り入れる試みがなされており、例えば、容量の大きい雨水タンクを住宅の適宜箇所に設ける構成が知られている。   Recently, with the increase in urban areas, etc., the amount of water supply has increased, water shortages have become serious, the impervious area of groundwater has increased, and urban heat islands have become a problem due to the rise in surface temperature. . On the other hand, it is sufficient to use rainwater without washing water for car washing or garden irrigation, etc., which also saves water usage. For the above reasons, attempts have been made to adopt a structure for storing rainwater so that rainwater can be used effectively in a house. For example, a configuration in which a rainwater tank having a large capacity is provided at an appropriate location in a house is known.

ところで、当該雨水タンクは大きくなればなるほど高価となるばかりでなく、その雨水タンクを設置するためのスペースとコストも掛かってしまうという問題があった。
かかる問題を解決すべく、特許文献1には、複数のパイプを横引きとした状態で並列状に連結して水平タンクを形成し、当該水平タンクに集水・排水管、通気管、ドレン管等を連通して地下貯水タンクを形成した構成が開示されている。当該地下貯水タンクによれば、市販されているパイプを所望する容量や敷地に合わせて切断して、水平タンクを構成することができ、また、敷地の大きさに合わせて水平タンクを形成するパイプの本数を増減させて水平タンクの容量を調整することができ、スペースとコストの問題を解決できるとされている。
By the way, there is a problem that the rainwater tank becomes not only more expensive as it becomes larger, but also requires a space and cost for installing the rainwater tank.
In order to solve such a problem, Patent Document 1 discloses that a horizontal tank is formed by connecting a plurality of pipes in parallel with each other in a horizontal manner, and a water collection / drainage pipe, a vent pipe, and a drain pipe are formed in the horizontal tank. The structure which formed the underground water storage tank by communicating etc. is disclosed. According to the underground water storage tank, a horizontal tank can be configured by cutting a commercially available pipe according to a desired capacity or site, and a pipe that forms a horizontal tank according to the size of the site. It is said that the capacity of the horizontal tank can be adjusted by increasing / decreasing the number of tanks, and the problem of space and cost can be solved.

特開平09−137479号公報JP 09-137479 A

しかしながら、上記特許文献1の地下貯水タンクにおいても、水平タンクを設置するためのスペース別途設けることを要し、依然として一定のスペースを水平タンクの設置スペースとして確保する必要があり、設置スペース削減には更なる改良の余地がある。また、水平タンク内に貯えられた雨水は、ドレン管のコックを開閉させることで排水溝に排水される構成であり、雨水の貯まり具合や流入する雨水の量に応じてコックを開閉させなければタンク内の雨水の量を適正に保てない。また、雨水を受ける竪樋に連結されるパイプとタンクとが直列に連結され、これらの間から分岐して水平タンクが設けられる構成であるため、水平タンク内に満杯に雨水が貯えられると、当該水平タンク内に雨水を流入させることなく直流でパイプからの雨水がポンプに流入することとなり、当該水平タンク内の雨水が一向に入れ替えられないものとなり、水質を低下させてしまうという問題もある。   However, the underground water storage tank of Patent Document 1 also requires a separate space for installing the horizontal tank, and it is still necessary to secure a certain space as the installation space for the horizontal tank. There is room for further improvement. The rainwater stored in the horizontal tank is drained into the drainage groove by opening and closing the drain pipe cock, and the cock must be opened and closed according to the amount of rainwater stored and the amount of rainwater flowing in. The amount of rainwater in the tank cannot be maintained properly. In addition, since the pipe and the tank connected to the tank that receives the rainwater are connected in series, and the horizontal tank is provided by branching between these, when rainwater is fully stored in the horizontal tank, There is also a problem that the rainwater from the pipe flows into the pump with a direct current without flowing rainwater into the horizontal tank, so that the rainwater in the horizontal tank cannot be replaced at all and the water quality is lowered.

本発明は、このような問題を解決するためになされたものであり、設置スペースを極力削減し、且つ、満水時にさらに雨水を受ける場合でも、当該雨水の流入に伴って常に貯えられている雨水を入れ替えることができる雨水排水構造を提供することを目的とする。   The present invention has been made to solve such a problem, and the rainwater that is always stored with the inflow of the rainwater is reduced even if the installation space is reduced as much as possible and the rainwater is further received when the water is full. The purpose is to provide a rainwater drainage structure that can be replaced.

(1)上記課題解決のための具体的手段として、本願発明は、
建物と該建物が建設されている敷地に降水される雨水のいずれか一方又は両方を排水する雨水排水構造において、
前記建物と敷地に降水される雨水のいずれか一方又は両方を一次的に集める集水部と、
前記敷地外に敷設される公共排水系統に接続される排水部と、
を備え、
該集水部の下流部から排水部の上流部までの排水経路を全体に亘って貯水部とした
ことを特徴としている。
(1) As a concrete means for solving the above problems, the present invention provides
In the rainwater drainage structure for draining either or both of rainwater raining on the building and the site where the building is constructed,
A water collecting section that primarily collects one or both of rainwater that is rained on the building and the site;
A drainage section connected to a public drainage system laid outside the site;
With
The drainage path from the downstream part of the water collection part to the upstream part of the drainage part is a water storage part throughout.

これによれば、排水経路自体が貯水部として形成されているため、雨水を貯えるために別途タンク等を設ける必要がなく、スペースの著しい削減を図ることができる。また、集水部の雨水を排水部に向けて流通させる排水経路として設けられているため、当該貯水部中の雨水は集水部からの雨水の流入によって適宜流下することとなり、これによって、貯水部に貯えられる雨水を常に入れ替えることができる。同時に、集水部からの雨水の流入の度に貯水部たる排水経路の上流側から下流側に亘って雨水が流れるため、当該雨水の流れに伴って排水経路の内壁が洗浄されることとなり、これによって排水経路の汚れを低減させることができる。   According to this, since the drainage path itself is formed as a water storage part, it is not necessary to provide a separate tank or the like for storing rainwater, and the space can be significantly reduced. In addition, since it is provided as a drainage channel for circulating rainwater from the catchment part toward the drainage part, the rainwater in the catchment part will flow down appropriately due to the inflow of rainwater from the catchment part. The rainwater stored in the department can always be replaced. At the same time, since rainwater flows from the upstream side to the downstream side of the drainage path, which is the water storage part, every time rainwater flows in from the water collection part, the inner wall of the drainage path is washed along with the flow of the rainwater, As a result, contamination of the drainage path can be reduced.

(2)また、前記貯水部は、
水勾配を有して形成され、上流端部が前記集水部の下流部に接続されて下流端部に向けて雨水を流す1又は複数の横樋部と、
該1又は複数の横樋部の下流端部に接続される受水槽と、を備え、
前記排水部は、1又は複数の横樋部の下流端部のうち、最も低く位置づけられる下流部の底縁部よりも上方あって、且つ、1又は複数の横樋部の上流端部のうち、最も高く位置づけられる上流端部の上縁部よりも下方となる位置で前記受水槽に接続されている
ことを特徴としている。
(2) In addition, the water reservoir
One or a plurality of recumbent portions formed with a water gradient, the upstream end portion being connected to the downstream portion of the water collecting portion, and flowing rainwater toward the downstream end portion;
A water receiving tank connected to the downstream end of the one or more recumbent portions,
The drainage portion is located above the bottom edge of the downstream portion positioned at the lowest position among the downstream end portions of the one or more recumbent portions, and is the most among the upstream end portions of the one or more recumbent portions. It is characterized by being connected to the water receiving tank at a position below the upper edge of the upstream end positioned higher.

これによれば、雨水が流下することとなる横樋部及び受水槽自体に雨水を貯えることができる。当該横樋部は、そもそも雨水を受水槽(排水溝)に向けて流すものであるので、雨水を貯めるためのスペースは、当該排水のためのスペースと一致するため、別途貯水のためのスペースを設けることを要せず、著しいスペース削減を図ることができる。
また、この様に雨水を送り出す横樋部に雨水を貯留するため、当該横樋部に充分な雨水が貯まっている場合であっても、当該横樋部の上端部に雨水が流れ込むと、受水槽に貯まっている雨水のうち、横樋部に流れ込んできた雨水に相当する量の雨水が排水管から排水溝に流れ込み、排出される。したがって、雨水の流入により常に貯えられる雨水が入れ替えられることとなり、貯えられている雨水の質の劣化を防止することができる。
According to this, rain water can be stored in the recumbent part from which rain water flows down and the water receiving tank itself. Since the recumbent part is intended to flow rainwater toward the water receiving tank (drainage ditch) in the first place, the space for storing rainwater coincides with the space for drainage, so a separate space for storing water is provided. There is no need for this, and a significant space saving can be achieved.
In addition, since rainwater is stored in the recumbent part that sends out rainwater in this way, even if sufficient rainwater is stored in the recumbent part, if rainwater flows into the upper end part of the recumbent part, it is stored in the receiving tank. The amount of rainwater equivalent to the rainwater that has flowed into the reeds flows into the drainage channel from the drainage pipe and is discharged. Therefore, the rainwater that is always stored by the inflow of rainwater is replaced, and deterioration of the quality of the stored rainwater can be prevented.

(3)かかる点に鑑みれば、敷地または該敷地に建設されている建物に降水される雨水を排水する雨水排水構造において、
前記雨水を集めて導水する集水部が、直接に、又は受水枡を介して横引きされた横樋部に接続され、該横樋部を経由して受水槽に連結され、且つ、該受水槽から横引きされた排水部を経由して公共排水系統に接続される配管構造を有し、
該公共排水系統に接続する排水部の管底よりも下方に位置する前記横樋部及び受水槽、又は、前記受水桝、横樋部及び受水槽を一次的に雨水を貯め得る貯水部としたことを特徴とすることも好ましい。
(3) In view of such points, in the rainwater drainage structure for draining rainwater that is rained on a site or a building constructed on the site,
The water collecting part that collects and guides the rainwater is connected to a horizontal part that is drawn directly or via a water receiving tank, is connected to the water receiving tank via the horizontal part, and the water receiving tank It has a piping structure that is connected to the public drainage system via the drainage part that is pulled from
The recumbent part and the water receiving tank located below the pipe bottom of the drainage part connected to the public drainage system, or the water receiving part, the recumbent part and the water receiving tank are set as a water storage part capable of temporarily storing rainwater. It is also preferable to characterize.

(4)また、前記横樋部は、配管状に形成されて地中に埋設されていることが好ましい。これによれば、貯水部が地上に露出することがなく、当該貯水部に貯えられている雨水にごみ等が入り込むことを防止することができる。また、排水経路の上方を植栽スペースや駐車スペース等として有効活用することができる。
(5)また、前記横樋部は、200φ〜300φの内径を有して形成されていることが好ましい。これにより、充分な雨水を横樋部中に貯えることができる。一方、横樋部の径をたとえば300φ以上の著しく径大に形成すると、設置が困難となったり、受水槽との連結が困難となったりするのみならず、隣地境界線や建物の基礎との関係から横樋部を敷地内に適切に配置することが困難となるという問題を生じかねない。かかる観点からも、上述の如き内径を有する横樋部とすることが好ましい。
(4) Moreover, it is preferable that the said recumbent part is formed in piping shape, and is embed | buried under the ground. According to this, the water storage part is not exposed to the ground, and it is possible to prevent dust and the like from entering rainwater stored in the water storage part. Moreover, the upper part of the drainage path can be effectively used as a planting space, a parking space, or the like.
(5) Moreover, it is preferable that the said horizontal collar part is formed with an internal diameter of 200phi-300phi. Thereby, sufficient rain water can be stored in a recumbent part. On the other hand, if the diameter of the recumbent part is formed to be remarkably large, for example, 300φ or more, not only is installation difficult and connection with the water receiving tank becomes difficult, but also the relationship with the adjacent boundary line and the foundation of the building This may cause a problem that it is difficult to properly place the recumbent part on the site. From this point of view, it is preferable to have a horizontal portion having an inner diameter as described above.

(6)かかる点に鑑みれば、前記建物は中低層規模の集合住宅又は戸建て住宅であって、前記横樋部は、当該住宅に使用される排水処理配管の2〜3倍の内径を有して形成されていることが好ましい。
(7)さらに、前記集水部は、前記建物の屋根に降水される雨水を受ける竪樋であることが好ましい。
これによれば、建物の屋根等に降った雨水のみを貯水部に貯えることができ、貯水される水の清浄度を高めることができる。
(6) In view of this point, the building is a middle- or low-rise apartment house or a detached house, and the reed part has an inner diameter that is two to three times that of the wastewater treatment pipe used in the house. Preferably it is formed.
(7) Furthermore, it is preferable that the said water collection part is a gutter which receives the rain water rained on the roof of the said building.
According to this, only the rain water which fell on the roof etc. of the building can be stored in a water storage part, and the purity of the stored water can be raised.

本発明の雨水排水構造によれば、設置スペースを極力削減し、且つ、満杯時にさらに雨水を受ける場合でも、当該雨水の流入に伴って常に貯えられている雨水を入れ替えることができる。   According to the rainwater drainage structure of the present invention, the installation space can be reduced as much as possible, and even when rainwater is further received when it is full, the rainwater that is always stored along with the inflow of the rainwater can be replaced.

本実施形態の雨水排水構造を備えた建物の側面図である。It is a side view of the building provided with the rainwater drainage structure of this embodiment. 本実施形態の雨水排水構造を備えた建物の平面図である。It is a top view of the building provided with the rainwater drainage structure of this embodiment. 本実施形態の雨水排水構造の貯水状態を示す側面図である。It is a side view which shows the water storage state of the rainwater drainage structure of this embodiment. 本実施形態の雨水排水構造の貯水状態を示す他の側面図である。It is another side view which shows the water storage state of the rainwater drainage structure of this embodiment. 他の実施形態の雨水排水構造の側面図である。It is a side view of the rainwater drainage structure of other embodiment. 他の実施形態の雨水排水構造の側面図である。It is a side view of the rainwater drainage structure of other embodiment.

以下、図面を参照しつつ、本発明に係る雨水排水構造5を備えた建物1の実施形態について詳細に説明する。
図1に示す如く、本実施形態の建物1は、建物躯体2と、該建物躯体2に上水を供給する上水道系統3と、該建物躯体2に降りかかる雨水を排水処理する雨水排水構造5とを備えている。当該雨水排水構造5は、建物1の敷地外にU字溝として配設される公共排水系統90に接続されている。
なお、本実施形態において、雨水とは、雨水はもちろん、一旦建物2に積雪し、溶け出して雨水排水構造を介して処理される水等も含む。
建物躯体2は、基礎上に組み上げられる構造躯体と、該構造躯体に支持される外壁10とを備えて形成される地上2階の組立住宅である。また、建物躯体2には、水勾配を有して形成される陸屋根部11が形成されている。
Hereinafter, an embodiment of a building 1 including a rainwater drainage structure 5 according to the present invention will be described in detail with reference to the drawings.
As shown in FIG. 1, a building 1 according to this embodiment includes a building housing 2, a water supply system 3 that supplies clean water to the building housing 2, and a rainwater drainage structure 5 that drains rainwater that falls on the building housing 2. It has. The rainwater drainage structure 5 is connected to a public drainage system 90 disposed as a U-shaped groove outside the site of the building 1.
In the present embodiment, the rainwater includes not only rainwater but also water that has once accumulated in the building 2 and melted and processed through the rainwater drainage structure.
The building housing 2 is an assembly house on the second floor formed by including a structural housing assembled on a foundation and an outer wall 10 supported by the structural housing. The building housing 2 has a land roof portion 11 formed with a water gradient.

また、該建物躯体2内に形成される居室には、台所や洗面所、浴室の水道等の上水利用設備が設けられており、上水道系統3は、公共水道本管91に接続される配水管12を備え、居室内の各上水利用設備に連結されている。
雨水排水構造5は、建物1の陸屋根部11に接続されて当該陸屋根部11に降りかかる雨水を一時的に集める集水部21と、該集水部21に流れ込んだ雨水を公共排水系統90に向けて送り込む排水経路22と、該排水経路22と公共排水系統90とを接続する排水部23とを備えている。
建物2は、2階の屋根を形成する第1陸屋根部11aと、1階の屋根を形成する第2陸屋根部11bを備え、当該第1陸屋根部11aに第1集水部21aが接続されると共に、第2陸屋根部11bに第2集水部21bが接続されている。
The living room formed in the building housing 2 is provided with water supply facilities such as kitchens, washrooms, and bathroom water. The water supply system 3 is connected to the public water main 91. A water pipe 12 is provided and is connected to each water use facility in the living room.
The rainwater drainage structure 5 is connected to the flat roof portion 11 of the building 1 and temporarily collects rainwater that falls on the flat roof portion 11, and the rainwater flowing into the water collection portion 21 is directed to the public drainage system 90. And a drainage section 23 that connects the drainage path 22 and the public drainage system 90.
The building 2 includes a first land roof portion 11a that forms a roof on the second floor and a second land roof portion 11b that forms a roof on the first floor, and the first water collecting portion 21a is connected to the first land roof portion 11a. At the same time, the second water collecting portion 21b is connected to the second flat roof portion 11b.

各集水部21a、21bは、陸屋根部11a、11bの水勾配の下流部に接続される接続部25a、25bと、該接続部25a、25bに接続されると共に建物躯体2の外壁10に沿って鉛直に延伸されて当該接続部25a、25bで受けた雨水を排水経路22に向けて流下させる竪樋部26a、26bと、該竪樋部26a、26bの下流部に接続されて流れ込んでくる雨水を浄化する浄化セパレータ27a、27bとを備えている。
なお、本実施例においては、各陸屋根部11a、11bに1本の集水部21a、21bがそれぞれ設けられているが、集水部の処理能力や陸屋根部の大きさに応じ、配設すべき集水部の本数は適宜変更可能である。
排水経路22は、集水部21のセパレータ27に接続される一対の受水桝31a、31bと、該受水桝31a、31bから横方向に延伸して形成される横樋部32a、32bと、該横樋部32a、32bの下流端部に接続される受水槽33とを備えている。
Each water collecting part 21a, 21b is connected to the downstream part of the water gradient of the flat roof part 11a, 11b, and connected to the connecting part 25a, 25b and along the outer wall 10 of the building housing 2. In this case, the rainwater received vertically at the connection portions 25a and 25b is made to flow down toward the drainage passage 22 and connected to the downstream portions of the flange portions 26a and 26b. Purification separators 27a and 27b for purifying rainwater are provided.
In this embodiment, each of the flat roof portions 11a and 11b is provided with one water collecting portion 21a and 21b. However, depending on the capacity of the water collecting portion and the size of the flat roof portion, they are arranged. The number of water collecting sections should be changed as appropriate.
The drainage path 22 includes a pair of water receiving basins 31a and 31b connected to the separator 27 of the water collecting section 21, and lateral basins 32a and 32b formed by extending laterally from the water receiving basins 31a and 31b. And a water receiving tank 33 connected to the downstream end of the horizontal flange portions 32a and 32b.

本実施形態においては、受水槽33からみて遠い位置に第1受水桝31aを備えると共に、当該第1受水桝31aよりも受水槽33からみて近い位置に第2受水桝31bを備えている。各受水桝31a、31bは、コンクリート又は樹脂を上部開放状の箱状に形成されて地中に埋設される桝本体34a、34bと、該桝本体34a、34bの上部を覆う桝蓋35a、35bとを備え、各桝本体34a、34bの側部には、貫通孔36a、36bがそれぞれ形成されている。
各横樋部32a、32bは、樹脂を円筒状に形成して地中に埋設されており、受水槽33からみて遠い位置ある第1受水桝31aと、受水槽33からみて近い位置にある第2受水桝31bとを接続する第1横樋部32aと、該第2受水桝31bと受水槽33とを接続する第2横樋部32bとを備えている。
In the present embodiment, the first receiving basin 31a is provided at a position far from the receiving tank 33, and the second receiving basin 31b is provided at a position closer to the receiving tank 33 than the first receiving basin 31a. Yes. Each of the water receiving basins 31a and 31b is made of concrete or resin in the shape of an open top box and buried in the ground, and culvert lids 35a covering the upper portions of the casket main bodies 34a and 34b, 35b, and through-holes 36a and 36b are formed in the side portions of the main body 34a and 34b, respectively.
Each of the reeds 32 a and 32 b is formed in a cylindrical shape with resin embedded in the ground, and is located far from the water receiving tank 33 and the first water receiving tank 31 a far from the water receiving tank 33. The first recumbent portion 32 a that connects the two water receiving basins 31 b and the second recumbent portion 32 b that connects the second receptive basin 31 b and the water receiving tank 33 are provided.

第1横樋部32aは、第1受水桝31aから第2受水桝31bに向けて下り傾斜状に傾けて配設されており、第2横樋部32bは第2受水桝31bから受水槽33に向けて下り傾斜状に形成され、第1横樋部32a、第2横樋部32bの管底は、第1受水桝31aから第2受水桝31b及び受水槽33方向に向かって徐々に低くいものとなっている。また、これら各横樋部32a、32bの中心軸は一致しており、これらの下り勾配の傾斜角度は同一である。
また、各横樋部32a、32bは、少なくとも200φ〜300φの内径を有して形成されており、これは、例えば排水部23として使用される配管の内径(100φ)の2〜3倍の内径を有していることとなる。或いは、通常の低層戸建て住宅の排水管として用いられる管の内径(100φ)の2〜3倍の内径を有していることとなる。
The first recumbent portion 32a is disposed so as to be inclined downwardly from the first receiving trough 31a to the second receiving trough 31b, and the second recumbent portion 32b is received from the second receiving trough 31b. The bottoms of the first recumbent portion 32a and the second recumbent portion 32b are gradually inclined from the first receiving trough 31a toward the second receiving trough 31b and the receiving trough 33. It is low. In addition, the central axes of these recumbent portions 32a and 32b coincide with each other, and the inclination angles of these descending gradients are the same.
Moreover, each recumbent part 32a, 32b is formed to have an inner diameter of at least 200φ to 300φ, which has an inner diameter that is two to three times the inner diameter (100φ) of a pipe used as the drainage portion 23, for example. It will have. Or it has an internal diameter 2 to 3 times the internal diameter (100φ) of a pipe used as a drain pipe of a normal low-rise detached house.

受水槽33は、コンクリート又は樹脂製であって、各受水桝31a、31bよりも大きい上部開放の箱状に形成されて地中に埋設される水槽本体41と、該水槽本体41の上部を覆う水槽蓋42とを備えている。
該水槽本体41は、一側部に貫通孔43が形成されて第2横樋部32bに接続されており、他側部にも貫通孔44が形成されて排水部23に接続されている。
排水部23は、樹脂を円筒の管状に形成して地中に埋設されている。また、受水槽33に接続される排水部23は、受水槽側の端部の管底を第1横樋部32aの上流端部の上縁部よりも僅か下方となる位置とした状態で当該受水槽33に接続されており、当該位置から下り傾斜状に延伸されて公共排水系統90に接続されている。
The water receiving tank 33 is made of concrete or resin, and is formed in a box shape with an open top larger than each of the water receiving tanks 31a and 31b and embedded in the ground, and the upper part of the water tank main body 41 And a water tank lid 42 for covering.
The water tank main body 41 has a through hole 43 formed on one side and connected to the second horizontal flange 32b, and a through hole 44 formed on the other side and connected to the drain 23.
The drainage part 23 is embedded in the ground by forming the resin into a cylindrical tube. Further, the drainage section 23 connected to the water receiving tank 33 is in a state where the tube bottom at the end on the water receiving tank side is positioned slightly below the upper edge of the upstream end portion of the first horizontal flange 32a. It is connected to the water tank 33, is extended downwardly from the position, and is connected to the public drainage system 90.

これによって、各集水部21a、21bを通過して雨水が排水経路22に浸入すると、まず、各受水桝31a、31b及び横樋部32a、32bを通過して適宜受水槽33に当該雨水が貯えられることとなる。そして、さらに雨水が排水経路22に流れ込むこととなると、適宜受水槽33にさらに雨水が貯えられることとなるが、該受水槽33に貯えられた雨水を排水する排水部23は第1横樋部32aの最上縁部の僅か下方、すなわち、少なくとも第2横樋部32bの下流端部の上縁部よりも高い位置にて受水槽33に接続されているため、当該雨水により水位は上昇して第2横樋部32bに入り込み、該第2横樋部32bにも雨水が貯えられることとなる。   As a result, when rainwater enters the drainage path 22 through the water collecting portions 21a and 21b, first, the rainwater passes through the water receiving basins 31a and 31b and the horizontal bales 32a and 32b, and appropriately enters the water receiving tank 33. Will be stored. Further, when rainwater further flows into the drainage path 22, further rainwater is stored in the water receiving tank 33, but the drainage part 23 for draining the rainwater stored in the water receiving tank 33 is provided with the first side wall 32a. Is connected to the water receiving tank 33 at a position slightly below the uppermost edge, that is, at least at a position higher than the upper edge of the downstream end portion of the second lateral rib portion 32b. The recumbent portion 32b enters and rainwater is also stored in the second recumbent portion 32b.

その後、さらに雨水が貯えられていくと、排水経路22内の水位はさらに上昇することとなり、図3に示す如く、第2受水桝31b、第1横樋部32aにも雨水が貯えられることとなる。その後、さらに雨水が貯えられて排水経路22内の水位が上昇すると、図4に示す如く、最終的には第1受水桝31aにも雨水が貯えられることとなり、当該水位が遂には受水槽33に接続される排水部23の管底の高さに到達し、当該排水部23から適宜雨水が排水されることとなる。   Thereafter, as rainwater is further stored, the water level in the drainage path 22 further rises, and as shown in FIG. 3, rainwater is also stored in the second water receiving basin 31b and the first reed portion 32a. Become. After that, when rainwater is further stored and the water level in the drainage path 22 rises, as shown in FIG. 4, the rainwater is finally stored in the first receiving trough 31a, and the water level finally reaches the water receiving tank. 33 reaches the height of the pipe bottom of the drainage part 23 connected to 33, and rainwater is drained from the drainage part 23 as appropriate.

この結果、排水経路22は、集水部21の下流部から排水部23の上流部に至る全体が貯水部Aとして形成されるのである。当該排水経路22それ自体を貯水部Aとし、雨水を貯える構成とするため、通常は単に雨水を受水槽33に向けて流し送るための横引きの地中埋設排水配管を各横樋部32a、32bに置き換え、その内径を通常の排水配管の内径よりも著しく大とし、これによって、当該横樋部32a、32bに充分な雨水を貯えることが可能となっているのである。   As a result, the entire drainage path 22 from the downstream part of the water collection part 21 to the upstream part of the drainage part 23 is formed as a water storage part A. Since the drainage path 22 itself is used as the water storage part A and is configured to store rainwater, normally, the horizontal underground drainage pipes for simply flowing rainwater toward the water receiving tank 33 are respectively provided to the respective lateral parts 32a and 32b. In this case, the inner diameter thereof is made significantly larger than the inner diameter of a normal drainage pipe, so that sufficient rainwater can be stored in the lateral flange portions 32a and 32b.

このようにして排水経路22に貯えられた雨水を利用すべく、受水槽33は、図1に示す如く、中水道系統50に接続されている。該中水道系統50は、フィルタを備えた一端を受水槽33の底部に挿入させた中水吸込み配管51と、該中水吸込み配管51の他端に接続された中水用ポンプ52と、該中水用ポンプ52の吐出側に接続される中水吐出配管53と、該中水吐出配管53に介装される逆止弁54と、圧力タンク及び中水用ポンプ52の制御手段である圧力スイッチ55とを備えている。   In order to use the rainwater stored in the drainage path 22 in this way, the water receiving tank 33 is connected to the middle water system 50 as shown in FIG. The middle water system 50 includes a middle water suction pipe 51 having one end provided with a filter inserted in the bottom of the water receiving tank 33, a middle water pump 52 connected to the other end of the middle water suction pipe 51, The intermediate water discharge pipe 53 connected to the discharge side of the intermediate water pump 52, the check valve 54 interposed in the intermediate water discharge pipe 53, and the pressure tank and the pressure that is the control means for the intermediate water pump 52 And a switch 55.

また、中水吸込み配管51には、建物1内の各居室に向けて配設される中水道用配管56が接続されており、該中水道用配管56の端部にはトイレ等や散水設備等の中水利用設備57が連結されている。
また、受水槽33には、上水道系統3の水道本管から配水管12が延伸され、該配水管12にボールタップ62が接続されており、該ボールタップ62は受水槽33に蓄えられている貯水に浮かべられている。
Further, the middle water suction pipe 51 is connected to a middle water pipe 56 arranged toward each room in the building 1, and at the end of the middle water pipe 56, a toilet or the like or watering equipment The middle water utilization equipment 57 is connected.
Further, a water pipe 12 is extended from the water main of the water supply system 3 to the water tank 33, and a ball tap 62 is connected to the water pipe 12, and the ball tap 62 is used for storing water stored in the water tank 33. It is floating.

本実施形態は以上の構成からなるものであって、本実施形態においては、雨水が建物1の陸屋根部11a、11bに降水されると、当該雨水は陸屋根部11a、11bの水勾配に沿って流下し、集水部21a、21bを経由して排水経路22に流れ込む。当該排水経路22は貯水部Aとして機能するものであって、当該貯水部Aに流れ込んだ雨水は、排水部23を介して公共排水系統90に排水されることはなく、先ず貯水部Aに貯えられることとなる。そして、貯えられた雨水は、中水道系統50を介して中水利用設備57に供給される。当該中水道系統50にあっては、中水利用設備57にて中水が使用されると、圧力タンク内から中水の給水が始まるが、中水の使用により中水道用配管56の圧力が低下して圧力スイッチ55が閉じ、その信号に基づき中水用ポンプ52が起動する。そして、中水利用設備57による中水の使用が停止すると、圧力タンクの圧力が上昇し、中水道用配管56及び中水吐出配管57の圧力も上昇して圧力スイッチ55が開き、その信号に基づき中水用ポンプ52が停止する。   This embodiment consists of the above composition, and in this embodiment, when rain water rains on the flat roof parts 11a and 11b of the building 1, the rain water will follow the water gradient of the flat roof parts 11a and 11b. The water flows down and flows into the drainage path 22 via the water collecting portions 21a and 21b. The drainage channel 22 functions as a water storage unit A, and rainwater flowing into the water storage unit A is not drained to the public drainage system 90 via the drainage unit 23, but is first stored in the water storage unit A. Will be. The stored rainwater is supplied to the middle water utilization facility 57 via the middle water system 50. In the middle water system 50, when middle water is used in the middle water utilization facility 57, the supply of the middle water starts from the inside of the pressure tank. Then, the pressure switch 55 is closed and the middle water pump 52 is activated based on the signal. Then, when the use of the intermediate water by the intermediate water utilization facility 57 is stopped, the pressure in the pressure tank increases, the pressure in the intermediate water pipe 56 and the intermediate water discharge pipe 57 also increases, and the pressure switch 55 is opened. Based on this, the middle water pump 52 stops.

上述の如く中水利用設備57を介して貯水部Aに貯えられる雨水は使用され、これによって貯水部A内の雨水は減少することとなるが、そのタイミングで再び降水等があれば、適宜貯水部Aに貯えられる雨水が適宜集水部21を通じて供給されることとなる。一方、このようにタイミングよく雨水が供給されない場合には、受水槽33内の水位の低下に伴ってボールタップ62が作動し、上水道系統3から配水管12を介して上水が受水槽33に補給される。
これにより、貯水部Aには常時一定の水が貯えられることとなり、中水利用設備57が使用不能となる虞はない。
As described above, the rainwater stored in the reservoir A through the intermediate water utilization facility 57 is used, and the rainwater in the reservoir A is reduced. However, if there is precipitation again at that timing, the reservoir is appropriately stored. Rainwater stored in the part A is supplied through the water collecting part 21 as appropriate. On the other hand, when rainwater is not supplied in a timely manner as described above, the ball tap 62 is activated as the water level in the water receiving tank 33 is lowered, and the water is replenished to the water receiving tank 33 from the water supply system 3 through the water distribution pipe 12. Is done.
Thereby, constant water is always stored in the water storage part A, and there is no possibility that the middle water utilization facility 57 becomes unusable.

本実施形態の雨水排水構造5によれば、排水経路22自体が貯水部Aとして形成されているため、雨水を貯えるために別途タンク等を設ける必要がなく、スペースの著しい削減が図られる。また、集水部21a、21bから排水部23に向けて下り傾斜状に排水経路22が形成され、当該集水部21a、21bから排水経路22に流入した雨水は、適宜排水部23に向けて流れることとなる。このため、排水経路22は雨水の流れによって適宜洗浄され、清浄な状態を維持することが可能となっている。また、集水部21a、21bが排水経路22の上流側、排水部23が排水経路22の下流側に設けられているため、貯水部Aが満杯又はそれに近い状態で集水部21から雨水が流れ込むと、その分だけ排水部23からそれまで貯えられていた雨水が排水されることとなり、これによって、貯水部Aに貯えられる水が常に入れ替えられることとなり、貯水部Aに貯えられる水質の劣化が抑制されるものとなっている。   According to the rainwater drainage structure 5 of the present embodiment, since the drainage path 22 itself is formed as the water storage portion A, it is not necessary to provide a separate tank or the like for storing rainwater, and the space can be significantly reduced. Further, a drainage path 22 is formed in a downwardly inclined shape from the water collection parts 21a, 21b toward the drainage part 23, and rainwater that has flowed into the drainage path 22 from the water collection parts 21a, 21b is appropriately directed to the drainage part 23. It will flow. For this reason, the drainage path 22 is appropriately washed by the flow of rainwater, and can maintain a clean state. Moreover, since the water collection parts 21a and 21b are provided on the upstream side of the drainage path 22 and the drainage part 23 is provided on the downstream side of the drainage path 22, rainwater flows from the water collection part 21 when the water storage part A is full or close to it. When the water flows in, the rainwater that has been stored up to that time is drained from the drainage part 23, and the water stored in the water storage part A is always replaced, and the quality of the water stored in the water storage part A is deteriorated. Is suppressed.

また、雨水を排水部23に向けて送り出す横樋部32a、32b及び受水桝31a、31bそれ自体に雨水を貯えられるため、雨水を貯めるためのスペースと当該排水のためのスペースとが一致し、別途貯水のためのスペースを確保することがなく、著しいスペースの削減が図られているのである。
また、排水経路22は敷地に埋設されているので、貯水部Aが地上に露出することがなく、敷地の見栄えの向上及び貯水部A上方を有効活用することが可能となっている。
また、集水部21が陸屋根部11に降水される雨水を受ける竪樋として形成されているため、建物1の屋根等に降った雨水のみを貯水部Aに貯えることができ、貯水される水の清浄度は高められ、また、従来は排水されるのみであった雨水を中水として有効活用することができるのである。
In addition, since rainwater can be stored in the reeds 32a and 32b and the receiving troughs 31a and 31b that send rainwater toward the drainage unit 23, the space for storing rainwater and the space for the drainage match, A space for storing water is not secured separately, and the space is significantly reduced.
Further, since the drainage path 22 is embedded in the site, the water storage part A is not exposed to the ground, and it is possible to improve the appearance of the site and effectively utilize the upper part of the water storage part A.
Further, since the water collecting part 21 is formed as a trap for receiving rainwater that is rained on the flat roof part 11, only rainwater that has fallen on the roof of the building 1 can be stored in the water storage part A, and the stored water. The degree of cleanliness of the water can be increased, and rainwater that has only been drained in the past can be effectively used as middle water.

以上、本発明の実施形態について詳述したが、本発明は上述の実施形態に限定されるものではない。例えば、図5に示す如く、複数の横樋部を一の受水槽33に接続して形成される排水経路22であっても、本発明と同様の作用効果を奏する。この場合、排水部23の受水槽側の管底が、複数の横樋部の下流端部のうち、最も低く位置づけられる下流部の底縁部よりも上方あって、且つ、該複数の横樋部の上流端部のうち、最も高く位置づけられる上流端部の上縁部よりも下方となる位置で前記受水槽33に接続されていれば、排水経路22の少なくとも一部を貯水部Aとすることが可能となる。
もちろん、排水経路22を一本で形成する場合には、少なくとも該排水経路22を形成する横樋部の下流端部の底縁部よりも上方に排水部23の受水槽側の管底を位置づけて受水槽33に接続されてさえいれば、当該排水経路22の少なくとも一部を貯水部Aとして機能させることができる。
As mentioned above, although embodiment of this invention was explained in full detail, this invention is not limited to the above-mentioned embodiment. For example, as shown in FIG. 5, even the drainage path 22 formed by connecting a plurality of reeds to one water receiving tank 33 has the same effects as the present invention. In this case, the pipe bottom on the water receiving tank side of the drainage portion 23 is above the bottom edge of the downstream portion positioned at the lowest among the downstream end portions of the plurality of recumbent portions, and the plurality of recumbent portions If the upstream end portion is connected to the water receiving tank 33 at a position lower than the upper edge portion of the upstream end portion that is positioned highest, at least a part of the drainage path 22 may be the water storage portion A. It becomes possible.
Of course, when the drainage path 22 is formed as a single unit, the pipe bottom on the water receiving tank side of the drainage part 23 is positioned at least above the bottom edge of the downstream end part of the horizontal part that forms the drainage path 22. As long as it is connected to the water receiving tank 33, at least a part of the drainage path 22 can function as the water storage section A.

一方、横樋部の上流端部よりも高い位置に排水部23を設けてしまうと、当該排水部23から排水する前に横樋部の上流端部側から貯水していた雨水が溢れてしまうこととなるため、当該横樋部の上流端部よりも下方に排水部23を設けることとしている。
また、横樋部が受ける集水部21の数は、本実施形態においては2本であったが、3本以上であっても構わない。また、横樋部として上部開放状の排水溝を採用することができ、当該排水溝であっても、本実施形態と同様の作用効果を奏する。
On the other hand, if the drainage portion 23 is provided at a position higher than the upstream end portion of the recumbent portion, the rainwater stored from the upstream end side of the recumbent portion overflows before draining from the drainage portion 23. Therefore, the drainage portion 23 is provided below the upstream end portion of the recumbent portion.
Moreover, although the number of the water collection parts 21 which a recumbent part receives is two in this embodiment, you may be three or more. Moreover, an open drainage groove can be adopted as the horizontal flange, and even the drainage groove has the same effect as the present embodiment.

また、受水桝を不存在として集水部21たる竪樋及び浄化セパレータと横樋部とを連結する構成を採用しても、本実施形態と同様の作用効果を奏する。
また、集水部21は、建物1の敷地内に降水される雨水を集水する構成を採用することも可能である。この場合、当該雨水が降水される領域をコンクリート面等の雨水を流下可能な構成のものを採用する場合には、上述の如きセパレータ27を採用することが可能であるが、該領域を地面等として降水された雨水を泥水として流下可能なものを採用する場合には、上記セパレータ27の前に沈殿槽を設け、当該沈殿槽とセパレータ27とを接続することで、雨水を浄化して排水経路22に導くことが可能とすることができる。
In addition, even if a configuration in which the water collecting portion 21 and the purification separator are connected to the horizontal reed portion with no water receiving reed is present, the same operational effects as the present embodiment can be obtained.
In addition, the water collecting unit 21 may adopt a configuration for collecting rainwater that is rained in the site of the building 1. In this case, when adopting a structure in which rainwater such as a concrete surface is allowed to flow down, the separator 27 as described above can be adopted as the area where the rainwater falls, but the area is grounded or the like. In the case where a rainwater that can flow down as muddy water is adopted, a precipitation tank is provided in front of the separator 27, and the precipitation tank and the separator 27 are connected to purify the rainwater and drain the water. 22 may be possible.

また、上水道系統3に接続されるボールタップ62は、図6に示す如く、排水経路22の上流端部となる受水桝31a、31bに設ける構成を採用することも可能である。この場合、当該上水道系統から供給される上水をも排水経路22を上流から下流に向けて流すことができ、当該排水経路22を上水によって洗浄することができるものとなる。   Further, as shown in FIG. 6, the ball tap 62 connected to the water supply system 3 may be configured to be provided in the water receiving basins 31 a and 31 b that are upstream ends of the drainage path 22. In this case, the water supplied from the water supply system can also flow from the upstream to the downstream of the drainage path 22, and the drainage path 22 can be washed with the water.

1 建物
2 建物躯体
3 上水道系統
5 雨水排水構造
21a 第1集水部
21b 第2集水部
22 排水経路
23 排水部
31a 第1受水桝
31b 第2受水桝
32a 第1横樋部
32b 第2横樋部
33 受水槽
50 中水道系統
57 中水利用設備
62 ボールタップ
91 公共排水系統
92 公共上水道配管
A 貯水部
DESCRIPTION OF SYMBOLS 1 Building 2 Building frame 3 Water supply system 5 Rainwater drainage structure 21a 1st catchment part 21b 2nd catchment part 22 Drainage path 23 Drainage part 31a 1st catchment 31b 2nd catchment 32a 1st horizontal part 32b 2nd Recumbent part 33 Receiving tank 50 Middle water system 57 Middle water use facility 62 Ball tap 91 Public drainage system 92 Public water supply piping A Water storage part

Claims (7)

建物と該建物が建設されている敷地に降水される雨水のいずれか一方又は両方を排水する雨水排水構造において、
前記建物と敷地に降水される雨水のいずれか一方又は両方を一次的に集める集水部と、
前記敷地外に敷設される公共排水系統に接続される排水部と、
を備え、
該集水部の下流部から排水部の上流部までの排水経路を全体に亘って貯水部とした
ことを特徴とする雨水排水構造。
In the rainwater drainage structure for draining either or both of rainwater raining on the building and the site where the building is constructed,
A water collecting section that primarily collects one or both of rainwater that is rained on the building and the site;
A drainage section connected to a public drainage system laid outside the site;
With
A rainwater drainage structure characterized in that the drainage path from the downstream part of the water collecting part to the upstream part of the drainage part is a water storage part throughout.
前記貯水部は、
水勾配を有して形成され、上流端部が前記集水部の下流部に接続されて下流端部に向けて雨水を流す1又は複数の横樋部と、
該1又は複数の横樋部の下流端部に接続される受水槽と、を備え、
該受水槽に接続される前記排水部は、1又は複数の横樋部の下流端部のうち、最も低く位置づけられる下流部の底縁部よりも上方あって、且つ、1又は複数の横樋部の上流端部のうち、最も高く位置づけられる上流端部の上縁部よりも下方となる位置で前記受水槽に接続されている
ことを特徴とする請求項1に記載の雨水排水構造。
The water reservoir is
One or a plurality of recumbent portions formed with a water gradient, the upstream end portion being connected to the downstream portion of the water collecting portion, and flowing rainwater toward the downstream end portion;
A water receiving tank connected to the downstream end of the one or more recumbent portions,
The drainage portion connected to the water receiving tank is above the bottom edge of the downstream portion positioned at the lowest position among the downstream end portions of the one or more recumbent portions, and the one or more recumbent portions The rainwater drainage structure according to claim 1, wherein the rainwater drainage structure is connected to the water receiving tank at a position below the upper edge portion of the upstream end portion positioned highest among the upstream end portions.
敷地または該敷地に建設されている建物に降水される雨水を排水する雨水排水構造において、
前記雨水を集めて導水する集水部が、直接に、又は受水枡を介して横引きされた横樋部に接続され、該横樋部を経由して受水槽に連結され、且つ、該受水槽から横引きされた排水部を経由して公共排水系統に接続される配管構造を有し、
該公共排水系統に接続する排水部の管底よりも下方に位置する前記横樋部及び受水槽、又は、前記受水桝、横樋部及び受水槽を一次的に雨水を貯め得る貯水部としたことを特徴とする排水構造。
In the rainwater drainage structure that drains rainwater that is rained on the site or a building constructed on the site,
The water collecting part that collects and guides the rainwater is connected to a horizontal part that is drawn directly or via a water receiving tank, is connected to the water receiving tank via the horizontal part, and the water receiving tank It has a piping structure that is connected to the public drainage system via the drainage part that is pulled from
The recumbent part and the water receiving tank located below the pipe bottom of the drainage part connected to the public drainage system, or the water receiving part, the recumbent part and the water receiving tank are set as a water storage part capable of temporarily storing rainwater. Drainage structure characterized by
前記横樋部は、配管状に形成されて地中に埋設されていることを特徴とする請求項2又は請求項3に記載の雨水排水構造。   The rainwater drainage structure according to claim 2 or 3, wherein the recumbent part is formed in a pipe shape and embedded in the ground. 前記横樋部は、200φ〜300φの内径を有して形成されていることを特徴とする請求項2又は請求項3に記載の雨水排水構造。   The rainwater drainage structure according to claim 2 or 3, wherein the recumbent part has an inner diameter of 200φ to 300φ. 前記建物は中低層規模の集合住宅又は戸建て住宅であって、
前記横樋部は、当該住宅に使用される排水処理配管の2〜3倍の内径を有して形成されている
ことを特徴とする請求項2又は請求項3に記載の雨水排水構造。
The building is a medium or low-rise apartment or detached house,
The rainwater drainage structure according to claim 2 or 3, wherein the recumbent part has an inner diameter that is two to three times as large as a wastewater treatment pipe used in the house.
前記集水部は、前記建物の屋根に降水される雨水を受ける竪樋である
ことを特徴とする請求項1乃至請求項6のいずれかに記載の雨水排水構造。
The rainwater drainage structure according to any one of claims 1 to 6, wherein the water collecting portion is a gutter that receives rainwater that is rained on a roof of the building.
JP2009186011A 2009-08-10 2009-08-10 Rainwater drainage structure Withdrawn JP2011038295A (en)

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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102900143A (en) * 2012-10-23 2013-01-30 王维 Drainage system for preventing foreign biological invasion
JP2016191227A (en) * 2015-03-31 2016-11-10 積水化学工業株式会社 Rainwater drainage equipment
CN114575435A (en) * 2022-03-18 2022-06-03 湖北华茗环境科技有限公司 Rain and sewage diversion mechanism and method for municipal pipeline

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102900143A (en) * 2012-10-23 2013-01-30 王维 Drainage system for preventing foreign biological invasion
JP2016191227A (en) * 2015-03-31 2016-11-10 積水化学工業株式会社 Rainwater drainage equipment
CN114575435A (en) * 2022-03-18 2022-06-03 湖北华茗环境科技有限公司 Rain and sewage diversion mechanism and method for municipal pipeline
CN114575435B (en) * 2022-03-18 2024-01-26 湖北华茗环境科技有限公司 Rain and sewage diversion mechanism and diversion method for municipal pipeline

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