JPH0941314A - Water collecting underground structure of green and green agricultural chemical septic tank and green agricultural chemical elimination facility - Google Patents

Water collecting underground structure of green and green agricultural chemical septic tank and green agricultural chemical elimination facility

Info

Publication number
JPH0941314A
JPH0941314A JP7212808A JP21280895A JPH0941314A JP H0941314 A JPH0941314 A JP H0941314A JP 7212808 A JP7212808 A JP 7212808A JP 21280895 A JP21280895 A JP 21280895A JP H0941314 A JPH0941314 A JP H0941314A
Authority
JP
Japan
Prior art keywords
tank
layer
pipe
green
pesticide
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP7212808A
Other languages
Japanese (ja)
Inventor
Atsushi Onodera
淳 小野寺
Masashi Shiraishi
昌司 白石
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fujita Corp
Original Assignee
Fujita Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Fujita Corp filed Critical Fujita Corp
Priority to JP7212808A priority Critical patent/JPH0941314A/en
Publication of JPH0941314A publication Critical patent/JPH0941314A/en
Pending legal-status Critical Current

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Landscapes

  • Filtration Of Liquid (AREA)
  • Road Paving Structures (AREA)
  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Treatment Of Biological Wastes In General (AREA)

Abstract

PROBLEM TO BE SOLVED: To contrive saving the execution of work. SOLUTION: The bottom of an underground yard 10 under the green is slanted at the lowermost depth at the central part of the bottom, thereby forming a slanted surface of the surrounding bottom 12. The inside area of the underground yard 10 is covered with an impervious sheet 12. A trunk line of an aqueous duct is laid out on the lower-most depth 11 of the bottom. A single particle crushed stone layer is provided on the lower layer of the underground yard 10 and a mixed sand layer is provided thereon. An agricultural chemical septic tank is formed with one septic tank 100 provided with a particulate activated coal-based filter layer where a small gravel layer C is provided on the lower layer of the tank. An inflow pipe 200, whose end is opened, is provided on the upper part of the tank. There is provided a drain pipe 300 whose one end is opened in the small gravel layer and whose other end is opened outside the tank. An overflow pipe 400, which is branched from on the way of the drain pipe 300 and opens its pipe end in the upper part of the tank, is provided on the drain pipe 300. Their underground structure of the green and the agricultural chemical septic tank are connected with each other, thereby constituting an agricultural chemical removable facility.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、ゴルフ場のグリー
ン等で散布される農薬の除去を行なうためのグリーンの
集水用地下構造及び農薬浄化槽等に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underground structure for collecting greens, an agrochemical septic tank, and the like for removing agricultural chemicals sprayed on golf course greens and the like.

【0002】[0002]

【従来の技術】ゴルフ場の芝生は、手入れのために除草
剤や施肥用薬剤等のいわゆる農薬の散布が欠かせない。
しかし、かかる農薬の散布は、地中に浸透した農薬が地
下水に混入する等して、ゴルフ場の近隣環境に深刻な影
響を及ぼす。そのため、ゴルフ場のグリーンの地下に埋
設した集水用暗渠に、散布農薬を一度農薬汚染水として
集め、それを地下に設けた2槽式の農薬浄化槽に送り、
槽内のろ過層で農薬を除去している。例えば、集水用暗
渠をグリーンの下に埋設した従来の集水用地下構造で
は、図3(a)に示すように、グリーンの下に底部が平
らな一段目の函形の穴が掘削され、さらに一段目の底部
から二段目の溝が掘削されている。掘削された地下構内
の内側は遮水シートで覆われ、さらに中央の二段目の掘
削構内には集水用暗渠が敷設されている。二段目の掘削
溝内及び一段目の穴の下層には単粒砕石層が形成され、
その上に混合砂層が設けられている。このようにして、
グリーンの芝生に撒かれた農薬が、地中に浸透して集水
用の暗渠に汚染水として集められる。また、集水用暗渠
は、一本の幹線から葉脈のように支線が分岐させられ、
広範囲に集水できるようになっている。
2. Description of the Related Art The lawn of a golf course must be sprayed with so-called pesticides such as herbicides and fertilizers for maintenance.
However, such spraying of pesticides seriously affects the surrounding environment of the golf course because the pesticide that has penetrated into the ground is mixed into the groundwater. For this reason, sprayed pesticides were once collected as pesticide-contaminated water in a water collecting culvert buried underground in the green of the golf course, and then sent to a 2-tank type pesticide septic tank located underground.
Agricultural chemicals are removed by the filtration layer in the tank. For example, in a conventional underground structure for water collection in which a drainage conduit is buried under a green, as shown in Fig. 3 (a), a first step box-shaped hole with a flat bottom is drilled under the green. In addition, the trench of the second step is excavated from the bottom of the first step. The inside of the excavated underground yard is covered with a water-blocking sheet, and a drainage culvert is laid inside the second-stage excavation yard in the center. A single-grain crushed stone layer is formed in the second-stage excavation groove and in the lower layer of the first-stage hole.
A mixed sand layer is provided on it. In this way,
The pesticides sprinkled on the green grass penetrate into the ground and are collected as contaminated water in the underdrain for collecting water. In addition, in the culvert for water collection, a branch line is branched from one trunk line like a vein,
It can collect water over a wide area.

【0003】一方、グリーン下の上記集水用暗渠に隣接
して、農薬浄化槽が、図3(b)に示すように、集水用
暗渠と接続されて埋設されている。例えば農薬浄化槽と
しては、従来は、図3(c)に示すように小砂利層と粒
状活性炭層からなるろ過層を設けた槽と、ろ過層を通過
した農薬除去後の水を貯留して排水できる槽とが、隔壁
及びスクリーンを介して隣接した2槽式に構成されてい
る。これら2槽間の槽内上方は、さらに、溢水管で連結
されている。このようにして、グリーン下に埋設された
集水用暗渠とそれに接続された農薬浄化槽とからなる農
薬除去設備が、グリーン或はティーグラウンド及びその
周辺地下に埋設設置されている。
On the other hand, as shown in FIG. 3 (b), a pesticide septic tank is buried adjacent to the water collecting underdrain under the green, being connected to the water collecting underdrain. For example, as a pesticide purifying tank, conventionally, as shown in Fig. 3 (c), a tank provided with a filter layer composed of a small gravel layer and a granular activated carbon layer, and water after the pesticide removal that has passed through the filter layer is stored and drained. The possible tank is configured as a two-tank type that is adjacent to the other through a partition and a screen. The upper part of the inside of the tank between these two tanks is further connected by an overflow pipe. In this way, the pesticide removal equipment consisting of the water collecting underdrain buried under the green and the pesticide septic tank connected to it is buried under the green or the tee ground and its surroundings.

【0004】[0004]

【発明が解決しようとする課題】しかし、従来の集水用
暗渠を埋設するグリーン下の集水用地下構造では、底部
が平らにされて二段に掘削された矩形の函形の穴状に掘
削されている。そのため、底面を平らに掘削するととも
に、併せて底面中央部を矩形函形に掘削しなければなら
ず、凹凸段差のない一様な底面を形成する場合に比べ掘
削施工作業が面倒で手間がかかる。一方、かかる集水用
暗渠に繋げる農薬浄化槽も2槽式であるため、槽自体が
大規模となり、その分埋設用の掘削作業も大掛かりとな
る。さらに、浄化槽の据えつけもその分面倒で、浄化槽
をコンパクトにする技術の開発も望まれていた。
However, in the conventional underground structure for collecting water under the green in which the underdrain for collecting water is buried, a rectangular box-shaped hole is formed by flattening the bottom and excavating in two steps. Has been drilled. Therefore, it is necessary to excavate the bottom surface flat and also excavate the center part of the bottom surface into a rectangular box shape, which makes the excavation work more troublesome and time-consuming than when forming a uniform bottom surface with no uneven steps. . On the other hand, since the pesticide purifying tank connected to such a water collecting underdrain is of a two-tank type, the tank itself becomes large-scale, and the excavation work for burial becomes large. Furthermore, the installation of the septic tank is troublesome, and the development of technology for making the septic tank compact has been desired.

【0005】さらに、従来の集水用暗渠の支線は、幹線
に対してほぼ平らに敷設されているため、集水された農
薬汚染水の流れが淀み易くなる懸念があった。そのた
め、上記問題点の他に、農薬散布後の地下に浸透した農
薬汚染水が、集水用暗渠の支線から幹線に流れ易いよう
にすることも重要である。そこで、本願発明は上記問題
点に鑑み、施工の省力化が図れるグリーンの地下構造、
及び農薬浄化槽等の提供を課題とする。
Furthermore, since the branch line of the conventional underdrain for collecting water is laid almost flat with respect to the main line, there is a concern that the flow of the pesticide-contaminated water collected may become stagnant. Therefore, in addition to the above problems, it is also important that the pesticide-contaminated water that has permeated underground after the pesticide has been sprayed can easily flow from the branch line of the water collecting underdrain to the main line. Therefore, in view of the above problems, the present invention is a green underground structure that can save labor in construction,
And the provision of pesticide septic tanks.

【0006】[0006]

【課題を解決するための手段】上記課題を解決するため
に、本願発明は、遮水シートで内側が覆われた地下構内
の底部に、幹線とそれから分岐する支線とからなる集水
用暗渠を敷設するとともに、前記集水用暗渠を単粒砕石
層で埋設し、前記単粒砕石層上にさらに混合砂層を設け
るゴルフ場のグリーンの集水用地下構造において、前記
底部を、底部中央の最深部に向け周囲の底面を傾斜面に
形成するともに、前記底部の最深部に前記集水用暗渠の
幹線を敷設する。
In order to solve the above-mentioned problems, the present invention provides a water collecting underdrain consisting of a trunk line and a branch line branching from the trunk line at the bottom of an underground premises whose inside is covered with a water-blocking sheet. In the underground structure for water collecting of the green of the golf course where the culvert for water collection is buried with a single-grain crushed stone layer and a mixed sand layer is further provided on the single-grain crushed stone layer, the bottom portion is the deepest in the center of the bottom. The peripheral bottom surface is formed as an inclined surface toward the section, and the trunk line of the water collecting underdrain is laid at the deepest portion of the bottom section.

【0007】また、ゴルフ場のグリーン下に埋設されて
いる集水用暗渠に接続する流入管と、外部の雨水渠に接
続する排出管とを設けて、集水用暗渠からの農薬汚染水
を槽内のろ過層を通して農薬除去を行ない、農薬除去後
の水を前記雨水渠に排水するグリーン用農薬浄化槽にお
いて、前記農薬浄化槽を、槽内の下層に小砂利層を設
け、この小砂利層の上に粒状活性炭のろ過層を設けた一
つの浄化槽から構成し、前記浄化槽には、槽内上方に管
端を開いた流入管を設けるとともに、前記小砂利層内に
一方の管端を開くとともに、他方の管端を槽外に開いた
排出管を設け、さらに前記排出管に、排出管の途中から
分岐されて前記槽内上方に管端を開いた溢水管を設け
る。
[0007] Further, an inflow pipe connected to a water collecting culvert buried under the green of the golf course and a discharge pipe connecting to an external rainwater culvert are provided to remove pesticide-contaminated water from the water collecting culvert. Pesticide removal is performed through the filtration layer in the tank, and in the pesticide purification tank for green that drains the water after the pesticide removal to the rainwater culvert, the pesticide purification tank is provided with a small gravel layer in the lower layer of the tank. It is composed of one septic tank with a granular activated carbon filter layer provided on the top, and the septic tank is provided with an inflow pipe with an open pipe end in the upper part of the septum, and one pipe end is opened in the small gravel layer. A drain pipe having the other pipe end opened to the outside of the tank is provided, and further, an overflow pipe having a pipe end that is branched from the middle of the discharge pipe and has an open pipe end is provided above the tank.

【0008】また、ゴルフ場のグリーンの下に設けられ
るとともに遮水シートで内側が覆われた地下構内の底部
に、下層に単粒砕石層と上層に混合砂層とを二層に形成
し、前記単粒砕石層内に埋設された幹線とそれから分岐
される支線とからなる集水用暗渠を、流入管より入る農
薬汚染水の農薬除去用のろ過層を槽内に設けるととも
に、農薬除去後の水を雨水渠に排水する排出管を設けた
農薬浄化槽の前記流入管に接続してなるグリーン用農薬
除去設備において、前記地下構内の底部を、底部中央の
最深部に向け周囲の底面を傾斜面に形成するとともに、
前記底部の最深部に前記集水用暗渠の幹線を敷設し、前
記農薬浄化槽を、槽内の下層に小砂利層を設け、この小
砂利層の上に粒状活性炭のろ過層を設けてなる一つの浄
化槽から構成し、前記浄化槽には、槽内上方に管端を開
いた前記流入管を設けるとともに、前記小砂利層内に一
方の管端が開かれ、他方の管端が槽外に開かれた前記排
出管を設け、さらに前記排出管に、排出管の途中から分
岐されて前記槽内上方に管端が開かれた溢水管を設け
る。
In addition, at the bottom of the underground structure which is provided under the green of the golf course and whose inside is covered with a water-blocking sheet, two layers of a single-grain crushed stone layer as a lower layer and a mixed sand layer as an upper layer are formed. A drainage culvert consisting of a trunk line buried in a single-grain crushed stone layer and a branch line branching from it is provided in the tank with a filter layer for removing pesticides from the pesticide-contaminated water entering from the inflow pipe. In a pesticide removal equipment for greens, which is connected to the inflow pipe of a pesticide septic tank provided with a discharge pipe for draining water into a rainwater drain, the bottom of the underground structure is inclined toward the deepest part in the center of the bottom and the surrounding bottom surface is an inclined surface. To form
A trunk line of the underdrain for water collection is laid at the deepest part of the bottom, the pesticide purification tank is provided with a small gravel layer in the lower layer in the tank, and a filtration layer of granular activated carbon is provided on the small gravel layer. The septic tank is provided with the inflow pipe having an open pipe end in the upper part of the septic tank, and one pipe end is opened in the small gravel layer and the other pipe end is opened outside the septic tank. The discharge pipe is provided, and further, the discharge pipe is provided with an overflow pipe branched from the middle of the discharge pipe and having an open pipe end above the tank.

【0009】[0009]

【発明の実施の形態】BEST MODE FOR CARRYING OUT THE INVENTION

(実施形態1)本実施形態では、本発明に係る集水用地
下構造について説明する。本実施形態の集水用地下構造
では、略円形のグリーンに合わせて、略円柱状に地中が
掘削されている。掘削された地下構内10の掘削深度
は、図1(a)に示すように、底部中央の最深部11
が、図3(a)に示す従来の地下構内の一段目の穴の深
さ程度(例えば、混合砂層の表面から500mm)に設
定され、全体として従来より300mm程度掘削深度が
浅くなっている。さらに、底部中央の最深部11は、略
円形の底部中央部分を300mm程の幅で帯状に横断す
るように設けられ、その周囲の底面12が最深部11に
向けて傾斜面に形成されている。
(Embodiment 1) In this embodiment, an underground structure for collecting water according to the present invention will be described. In the underground structure for water collection of the present embodiment, the underground is excavated in a substantially columnar shape in accordance with the substantially circular green. The excavation depth of the excavated underground yard 10 is, as shown in FIG.
However, the depth of the first-stage hole in the conventional underground yard shown in FIG. 3 (a) is set to about the depth (for example, 500 mm from the surface of the mixed sand layer), and the excavation depth is about 300 mm shallower than conventional. Further, the deepest portion 11 at the center of the bottom portion is provided so as to cross the central portion of the substantially circular bottom portion in a band shape with a width of about 300 mm, and the bottom surface 12 around the bottom portion is formed as an inclined surface toward the deepest portion 11. .

【0010】上記形状に掘削された地下構内10の内面
は、本実施形態では、従来と同様の厚さ2mmの遮水シ
ート20で全体が覆われ、地下に浸透してきた農薬汚染
水を地下構内10で食い止め、それより下に農薬汚染水
が浸透できないようになっている。遮水シート20で覆
われた地下構内10の底部中央の帯状最深部11に沿っ
て、集水用暗渠の幹線30が一本敷設されている。さら
に図2(a)に示すように、幹線30の左右から集水用
暗渠の支線30aが多数分岐されている。本実施形態で
は、100φの浸透管が集水用暗渠の幹線30として、
75φの浸透管が集水用暗渠の支線30aとして、それ
ぞれ使用されている。また、支線30aは、図1(a)
に示すように、幹線30の左右の傾斜底面12に沿って
分岐して設けられている。そのため、支線30aから幹
線30に向けて傾斜が付けられ、集水した農薬汚染水が
幹線30に流れ込み易いようになっている。
In the present embodiment, the inner surface of the underground yard 10 excavated in the above-mentioned shape is entirely covered with a water-blocking sheet 20 having a thickness of 2 mm, which is the same as the conventional one, and pesticide-contaminated water that has penetrated underground is sunk in the underground yard. It is stopped at 10 and the pesticide-contaminated water cannot penetrate below it. One trunk line 30 of a water collecting underdrain is laid along the strip-shaped deepest part 11 in the center of the bottom of the underground yard 10 covered with the water-blocking sheet 20. Further, as shown in FIG. 2A, a large number of branch lines 30a of the water collecting underdrain are branched from the left and right of the main line 30. In the present embodiment, the 100φ seepage pipe is used as the trunk line 30 of the underdrain for collecting water,
A 75φ permeation tube is used as each branch line 30a of the water collecting underdrain. The branch line 30a is shown in FIG.
As shown in FIG. 2, the branch lines are provided along the left and right inclined bottom surfaces 12 of the trunk line 30. Therefore, the branch line 30a is inclined toward the main line 30 so that the pesticide-contaminated water collected can easily flow into the main line 30.

【0011】このようにして集水用暗渠が敷設された状
態で、図1(a)に示すように、単粒砕石層Aが最深部
11から150mmの厚さになるように設けられてい
る。さらに、この単粒砕石層Aの上に、厚さ350mm
で従来と同様の混合砂層Bが設けられている。その上
に、グリーン(図示せず)が設けられている。単粒砕石
及び混合砂は、従来より使用されているものが、本実施
形態では使用されている。本実施形態のグリーンの集水
用地下構造では、従来のものより地下構内の掘削深度が
300mm浅くなっているが、従来と同様の集水効果が
得られる。このため、掘削作業の省力化が達成できる。
With the water collecting underdrain thus laid, the single-grain crushed stone layer A is provided so as to have a thickness of 150 mm from the deepest portion 11 as shown in FIG. 1 (a). . Furthermore, on this single-grain crushed stone layer A, a thickness of 350 mm
A mixed sand layer B similar to the conventional one is provided. A green (not shown) is provided on it. The single-grain crushed stone and the mixed sand that have been conventionally used are used in the present embodiment. In the green underground structure for collecting water of the present embodiment, the depth of excavation in the underground yard is 300 mm shallower than the conventional structure, but the same water collecting effect as in the conventional structure can be obtained. Therefore, labor saving of excavation work can be achieved.

【0012】(実施形態2)本実施形態では、本発明に
係る農薬用浄化槽について説明する。本実施形態の農薬
浄化槽は、繊維入り強化プラスチック(FRP)で形成
された1つの浄化槽100から構成されている。浄化槽
100は、本実施形態では、高さが1750mm、幅が
1360mmに設定されている。比較のため、図3
(c)に、本実施形態と同様の浄化機能を有する従来の
KR−S型を示した。この2槽式の従来型では、幅が1
800mmであるため、本実施形態では、かなり小型化
が達成されていることが分かる。浄化槽100の上端に
は、点検用のハッチ110が設けられている。槽内に
は、下層に小砂利層Cが、上層に粒状活性炭のろ過層D
が設けられている。小砂利層C、及び粒状活性炭のろ過
層Dは、共に従来から使用されているものを用いればよ
く、小砂利層Cはろ過層Dより層厚が薄く形成されてい
る。因みに、本実施形態では、小砂利層Cは100m
m、粒状活性炭のろ過層Dは400mmの厚さに形成さ
れている。
(Embodiment 2) In this embodiment, a pesticide septic tank according to the present invention will be described. The agrochemical septic tank of this embodiment is composed of one septic tank 100 formed of fiber-reinforced reinforced plastic (FRP). In the present embodiment, the septic tank 100 has a height of 1750 mm and a width of 1360 mm. For comparison, FIG.
In (c), a conventional KR-S type having a purifying function similar to that of the present embodiment is shown. The width of the conventional two-tank type is 1
Since it is 800 mm, it can be seen that the present embodiment achieves a considerable reduction in size. A hatch 110 for inspection is provided at the upper end of the septic tank 100. In the tank, a small gravel layer C is in the lower layer, and a granular activated carbon filtration layer D is in the upper layer.
Is provided. The small gravel layer C and the filtration layer D of the granular activated carbon may be those conventionally used, and the small gravel layer C is formed thinner than the filtration layer D. Incidentally, in this embodiment, the small gravel layer C is 100 m.
m, the filtration layer D of granular activated carbon is formed to a thickness of 400 mm.

【0013】浄化槽100内の上方側面100aには、
流入管200が貫通して設けられ、一方の管端が槽内に
開かれている。他方の管端は、接続管(図示せず)等を
使用してグリーン下に埋設された集水用暗渠と接続でき
るようになっている。このようにして、流入管200か
ら槽内に導入された農薬汚染水は、上記ろ過層Dを浸透
して粒状活性炭により農薬が吸着除去され、農薬が除去
された水が下層の小砂利層C内に移動する。一方、排出
管300が一方の管端を小砂利層C内に開いて、他端を
槽内上方に開いて鉛直に立てられている。さらに排出管
300の途中が水平に分岐され、そのまま槽外に貫通さ
れている。槽外に貫通した側の管端は、雨水渠に連結管
(図示せず)等を使用して接続できるようになってい
る。
On the upper side surface 100a in the septic tank 100,
An inflow pipe 200 is provided so as to penetrate, and one pipe end is opened into the tank. The other pipe end can be connected to a water collecting underdrain buried under the green by using a connecting pipe (not shown) or the like. In this way, the pesticide-contaminated water introduced from the inflow pipe 200 into the tank penetrates through the filtration layer D to adsorb and remove the pesticide by the granular activated carbon, and the pesticide-removed water is the lower gravel layer C. Move in. On the other hand, the discharge pipe 300 is erected vertically with one pipe end opened in the small gravel layer C and the other end opened upward in the tank. Further, the middle of the discharge pipe 300 is horizontally branched and directly penetrates to the outside of the tank. The pipe end on the side penetrating the outside of the tank can be connected to the rainwater drain using a connecting pipe (not shown) or the like.

【0014】さらに、槽外に延びた排出管300の水平
部分の途中から鉛直上方に溢水管400が立ち上げら
れ、立ち上げられた先がさらに水平に曲げられ側面10
0bを貫通して槽内に管端が開口されている。このよう
にして、小砂利層Cに達した水は、排出管300を通っ
て槽外の雨水渠に排水されるようになっている。また、
溢水管400が、排出管300の途中から分岐されて、
管端が槽内上方に開口されているので、排水量が一時的
に雨水渠の排水能力を越えても、越えた分の排水が溢水
管400により槽内に戻されるため槽内での逆流が起こ
らない。また、上記構成のようにガラス繊維強化プラス
チック(FRP)を使用して、浄化槽が1槽式に小型化
されているので、特注形式での工場生産も容易に行なえ
る。さらには、通水或は漏れ試験等の機能検査を予め入
念に工場で行なうことができ、現場では農薬浄化槽の取
り付け埋設工事だけで済ませるようにできる。
Further, the overflow pipe 400 is raised vertically upward from the middle of the horizontal portion of the discharge pipe 300 extending outside the tank, and the tip of the overflow pipe 400 is bent further horizontally to form the side surface 10.
A tube end is opened in the tank through 0b. In this way, the water that has reached the small gravel layer C is discharged through the discharge pipe 300 to the rainwater drain outside the tank. Also,
The overflow pipe 400 is branched from the middle of the discharge pipe 300,
Since the pipe end is opened upward in the tank, even if the drainage temporarily exceeds the drainage capacity of the rainwater culvert, the excess water is returned to the tank by the overflow pipe 400, so that backflow in the tank occurs. It won't happen. In addition, since the septic tank is downsized to a single tank type by using the glass fiber reinforced plastic (FRP) as in the above-mentioned configuration, it is possible to easily carry out factory production in a custom-made form. Furthermore, functional tests such as water flow or leak tests can be carefully performed in advance in the factory, and it is only necessary to install and bury the pesticide septic tank on site.

【0015】(実施形態3)本実施形態では、実施形態
1の構成を有するグリーンの集水用地下構造の集水用暗
渠と、実施形態2の構成を有する農薬浄化槽とが接続さ
れたグリーン用の農薬除去設備に関して説明する。本実
施形態の農薬除去設備では、グリーンの下には、上記実
施形態1の構成を有した集水用地下構造が設けられてい
る。一方、グリーンから少し離れた箇所の地下に、上記
実施形態2の構成を有する農薬浄化槽が埋設されてい
る。かかる農薬浄化槽の流入管200と、上記集水用地
下構造内の集水用暗渠の幹線30とが連結管を使用して
接続されている。
(Embodiment 3) In the present embodiment, a green drainage culvert of the underground structure for collecting green water having the construction of Embodiment 1 and an agricultural chemical septic tank having the construction of Embodiment 2 are connected to each other. I will explain the pesticide removal equipment. In the pesticide removal equipment of this embodiment, an underground structure for water collection having the configuration of the above-described Embodiment 1 is provided below the green. On the other hand, the pesticide septic tank having the configuration of the above-described Embodiment 2 is buried underground in a place slightly away from the green. The inflow pipe 200 of the pesticide septic tank and the trunk line 30 of the water collecting underdrain in the underground water collecting structure are connected using a connecting pipe.

【0016】さらに、農薬浄化槽の排出管300の槽外
に出ている管端が、雨水渠に連結管を介して接続されて
いる。このようにして、グリーンの芝生に散布等された
農薬が、農薬汚染水としてグリーンの地下に設けた集水
用地下構造内に浸透できるようになっている。農薬汚染
水は、混合砂層Bを通過して単粒砕石層Aに至る。農薬
汚染水は、単粒砕石層A内に埋設された集水用暗渠の支
線30aの浸透管内に農薬汚染水が浸透し、集水用暗渠
の幹線30の浸透管に集められるようになっている。集
水用暗渠の幹線30で集められた農薬汚染水は、農薬浄
化槽の流入管200を通して槽内に至り、槽内の粒状活
性炭のろ過層Dを通過する。
Furthermore, the pipe end of the discharge pipe 300 of the pesticide septic tank, which is outside the tank, is connected to the rainwater drain through a connecting pipe. In this way, pesticides that have been sprayed on the green lawn can penetrate into the underground water collecting structure provided underground in the green as pesticide-contaminated water. The pesticide-contaminated water passes through the mixed sand layer B and reaches the single-grain crushed stone layer A. The pesticide-contaminated water penetrates into the permeation pipe of the branch line 30a of the water collecting underdrain buried in the single-grain crushed stone layer A, and is collected in the permeation pipe of the trunk line 30 of the water collecting underdrain. There is. The pesticide-contaminated water collected by the trunk line 30 of the underdrain for collecting water reaches the inside of the tank through the inflow pipe 200 of the pesticide purifying tank, and passes through the filtration layer D of granular activated carbon in the tank.

【0017】農薬汚染水の農薬は粒状活性炭で除去さ
れ、農薬除去後の水が下層の小砂利層Cに移動する。こ
の小砂利層Cから排出管300を通って、槽外の雨水渠
に排水されるようになっている。本実施形態では、かか
る雨水渠も埋設されて、グリーン表面には露出しないよ
うになっている。グリーン上方から見たかかる様子を、
図2(b)の平面図で示した。また、上記実施形態1、
2で示した地下構内及び浄化槽の種々の寸法は、あくま
で一例であり、現場等に対応して種々の寸法設定が可能
である。また、集水用暗渠として浸透管を使用したが、
それ以外にも有孔管等を使用しても基本的には構わな
い。
The pesticides in the pesticide-contaminated water are removed by granular activated carbon, and the water after the pesticide removal is transferred to the lower gravel layer C. The small gravel layer C is discharged through a discharge pipe 300 to a rainwater drain outside the tank. In this embodiment, the rainwater drain is also buried so that it is not exposed on the green surface. As you see from above the green,
It is shown in the plan view of FIG. In addition, the first embodiment,
The various sizes of the underground yard and the septic tank shown in 2 are merely examples, and various sizes can be set according to the site and the like. Also, although a permeation pipe was used as a culvert for collecting water,
Other than that, it is basically acceptable to use a perforated pipe or the like.

【0018】[0018]

【発明の効果】本発明の集水用地下構造の採用により、
地下構内の底部を二段階に掘削する必要がなくなり、底
部中央の最深部に向けて周囲の底面を傾斜面に一様に形
成すればよいため、掘削作業の手間がかからない。さら
に、底部の傾斜面に沿って集水用暗渠の支線を設けれ
ば、最深部に敷設した集水用暗渠の幹線に支線で集水し
た農薬汚染水を滞らせることなく速やかに送ることがで
きる。一方、農薬浄化槽を一槽式に構成することによ
り、浄化槽自体を小型化することができ、その据えつけ
及びそれ用の地中掘削も小規模で済み、施工時の手間を
全体的に減らして省力化を図ることができる。また、グ
リーン用の農薬除去設備を、かかる構成の集水用地下構
造の集水用暗渠と、農薬浄化槽の流入管とを接続すると
ともに、排水管の管端を雨水渠に連結して構成すれば、
従来よりも施工期間が短く、且つ施工費用の低いグリー
ン用の農薬浄化設備を提供することができる。
EFFECT OF THE INVENTION By adopting the underground structure for collecting water of the present invention,
There is no need to excavate the bottom part of the underground yard in two steps, and it is sufficient to form the peripheral bottom surface uniformly on the inclined surface toward the deepest part at the center of the bottom part. Furthermore, if a branch line for the water collecting underdrain is provided along the inclined surface of the bottom, it is possible to quickly send the pesticide-contaminated water collected by the branch line to the trunk line of the water collecting underdrain laid in the deepest part without stagnation. it can. On the other hand, by configuring the pesticide septic tank as a single tank type, the septic tank itself can be downsized, and its installation and underground excavation for it can be done on a small scale, reducing the time and effort required for construction. Labor saving can be achieved. In addition, the pesticide removal equipment for green is constructed by connecting the water collecting underdrain of the underground structure for water collection with such a structure and the inflow pipe of the pesticide septic tank, and connecting the pipe end of the drainage pipe to the rainwater drain. If
It is possible to provide a pesticide purification facility for green which has a shorter construction period and a lower construction cost than before.

【図面の簡単な説明】[Brief description of drawings]

【図1】実施形態1に係るグリーンの集水用地下構造の
断面図(a)と、実施形態2に係る農薬浄化槽の断面図
(b)。
FIG. 1 is a sectional view (a) of a green underground structure for collecting water according to the first embodiment and a sectional view (b) of a pesticide septic tank according to the second embodiment.

【図2】実施形態1に係るグリーンの集水用地下構造内
での集水用暗渠の敷設状況を示す平面図(a)と、実施
形態3に係るグリーンの農薬除去設備の配置状況を示し
た平面図(b)。
FIG. 2 is a plan view (a) showing a laying condition of a water collecting underdrain in the green water collecting underground structure according to the first embodiment, and a layout condition of the green pesticide removal equipment according to the third embodiment. The top view (b).

【図3】従来例の集水用地下構造の断面図(a)と、集
水用暗渠の敷設状況を示す平面図(b)と、従来例の2
層式の農薬浄化槽(c)。
FIG. 3 is a cross-sectional view (a) of an underground structure for water collection of a conventional example, a plan view (b) showing a laying condition of an underdrain for water collection, and 2 of a conventional example.
Layer type pesticide septic tank (c).

【符号の説明】[Explanation of symbols]

10 地下構内 11 最深部 12 底面 20 遮水シート 30 集水用暗渠の幹線 30a 集水用暗渠の支線 100 浄化槽 200 流入管 300 排出管 400 溢水管 A 単粒砕石層 B 混合砂層 C 小砂利層 D ろ過層 10 Underground premises 11 Deepest part 12 Bottom surface 20 Water-impervious sheet 30 Water collecting underdrain trunk line 30a Water collecting underdrain branch line 100 Septic tank 200 Inflow pipe 300 Discharge pipe 400 Overflow pipe A Single-grain crushed stone layer B Mixed sand layer C Small gravel layer D Filtration layer

フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E02B 11/00 E03F 1/00 Z E02D 29/00 B01D 23/16 E03F 1/00 35/02 R Continuation of the front page (51) Int.Cl. 6 Identification number Office reference number FI Technical display location E02B 11/00 E03F 1/00 Z E02D 29/00 B01D 23/16 E03F 1/00 35/02 R

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 遮水シートで内側が覆われた地下構内の
底部に、幹線とそれから分岐する支線とからなる集水用
暗渠が敷設されるとともに、前記集水用暗渠が単粒砕石
層で埋設され、前記単粒砕石層上にさらに混合砂層が設
けられているゴルフ場のグリーンの集水用地下構造にお
いて、前記底部は、底部中央の最深部に向け周囲の底面
が傾斜面に形成されているともに、前記底部の最深部に
前記集水用暗渠の幹線が敷設されていることを特徴とす
るグリーンの集水用地下構造。
1. A water collecting underdrain consisting of a trunk line and a branch line branching from the main line is laid at the bottom of an underground premises, the inside of which is covered with a water blocking sheet, and the water collecting underdrain is a single-grain crushed stone layer. In the underground water collecting structure of the green of the golf course which is buried and further has a mixed sand layer provided on the single-grain crushed stone layer, the bottom portion is formed with an inclined bottom surface toward the deepest part in the center of the bottom portion. In addition, the underground structure for collecting water of green is characterized in that the trunk line of the underdrain for collecting water is laid at the deepest part of the bottom part.
【請求項2】 ゴルフ場のグリーン下に埋設されている
集水用暗渠に接続する流入管と、外部の雨水渠に接続す
る排出管とを設けて、集水用暗渠からの農薬汚染水を槽
内のろ過層を通して農薬の除去を行ない、農薬除去後の
水を前記雨水渠に排水するグリーン用農薬浄化槽におい
て、前記農薬浄化槽は、槽内の下層に小砂利層を設け、
この小砂利層の上に粒状活性炭のろ過層を設けた一つの
浄化槽からなり、前記浄化槽には、槽内上方に管端を開
いた流入管を設けるとともに、前記小砂利層内に一方の
管端を開くとともに、他方の管端を槽外に開いた排出管
を設け、さらに前記排出管に、排出管の途中から分岐さ
れて前記槽内上方に管端を開いた溢水管を設けたことを
特徴とするグリーン用農薬浄化槽。
2. A pesticide-contaminated water from the collecting culvert is provided by providing an inflow pipe connected to the collecting culvert buried under the green of the golf course and an exhaust pipe connecting to an outside rainwater culvert. Pesticide is removed through the filter layer in the tank, in the pesticide septic tank for green to drain the water after the pesticide removal to the rainwater drainage, the pesticide septic tank, a small gravel layer is provided in the lower layer of the tank,
It consists of one septic tank in which a filtration layer of granular activated carbon is provided on the small gravel layer, and the septic tank is provided with an inflow pipe whose pipe end is open upward in the tank, and one pipe in the small gravel layer. A discharge pipe having an open end and the other pipe end opened to the outside of the tank was provided, and further, an overflow pipe having a pipe end branched upward from the middle of the discharge pipe was provided to the discharge pipe. A pesticide septic tank for green.
【請求項3】 ゴルフ場のグリーンの下に設けられると
ともに遮水シートで内側が覆われた地下構内の底部に、
下層に単粒砕石層と上層に混合砂層とが二層に形成さ
れ、前記単粒砕石層内に埋設された幹線とそれから分岐
される支線とからなる集水用暗渠が、流入管より入る農
薬汚染水の農薬除去用のろ過層を槽内に設けるととも
に、農薬除去後の水を雨水渠に排水する排出管を設けた
農薬浄化槽の前記流入管に接続してなるグリーン用農薬
除去設備において、前記地下構内の底部は、底部中央の
最深部に向け周囲の底面が傾斜面に形成されているとも
に、前記底部の最深部に前記集水用暗渠の幹線が敷設さ
れ、前記農薬浄化槽は、槽内の下層に小砂利層を設け、
この小砂利層の上に粒状活性炭のろ過層を設けた一つの
浄化槽からなるとともに、前記浄化槽には、槽内上方に
管端を開いた前記流入管が設けられ、且つ前記小砂利層
内に一方の管端が開かれるとともに、他方の管端が槽外
に開かれた前記排出管が設けられ、さらに前記排出管
に、排出管の途中から分岐されて前記槽内上方に管端が
開かれた溢水管が設けられていることを特徴とするグリ
ーン用農薬除去設備。
3. A bottom of an underground yard, which is provided under a green of a golf course and whose inside is covered with a waterproof sheet,
A single-layer crushed stone layer in the lower layer and a mixed sand layer in the upper layer are formed in two layers, and a catchment culvert consisting of a trunk line buried in the single-grain crushed stone layer and a branch line branching from it is a pesticide entering from the inflow pipe. In a pesticide removal facility for green, which is connected to the inflow pipe of a pesticide purification tank provided with a discharge pipe for draining water after removal of pesticide into a rainwater drain, while providing a filter layer for removing pesticides in contaminated water, The bottom of the underground yard is formed with an inclined bottom surface toward the deepest part in the center of the bottom, the trunk line of the water collecting underdrain is laid at the deepest part of the bottom part, and the agrochemical septic tank is a tank. A small gravel layer is provided in the lower layer inside,
It consists of one septic tank in which a filtration layer of granular activated carbon is provided on the small gravel layer, and the septic tank is provided with the inflow pipe whose pipe end is open upward in the tank, and in the small gravel layer. The discharge pipe is provided in which one pipe end is opened and the other pipe end is opened to the outside of the tank.The discharge pipe is branched from the middle of the discharge pipe to open the pipe end above the tank. Pesticide removal equipment for greens, which is equipped with a flooded overflow pipe.
JP7212808A 1995-07-28 1995-07-28 Water collecting underground structure of green and green agricultural chemical septic tank and green agricultural chemical elimination facility Pending JPH0941314A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7212808A JPH0941314A (en) 1995-07-28 1995-07-28 Water collecting underground structure of green and green agricultural chemical septic tank and green agricultural chemical elimination facility

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7212808A JPH0941314A (en) 1995-07-28 1995-07-28 Water collecting underground structure of green and green agricultural chemical septic tank and green agricultural chemical elimination facility

Publications (1)

Publication Number Publication Date
JPH0941314A true JPH0941314A (en) 1997-02-10

Family

ID=16628714

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7212808A Pending JPH0941314A (en) 1995-07-28 1995-07-28 Water collecting underground structure of green and green agricultural chemical septic tank and green agricultural chemical elimination facility

Country Status (1)

Country Link
JP (1) JPH0941314A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007202572A (en) * 2005-06-30 2007-08-16 Nishiyama Shoji Kk Method for sterilization, nematode control and growth-interfering ingredient removal in culture bed and culture bed
JP2008149248A (en) * 2006-12-15 2008-07-03 National Agriculture & Food Research Organization Water purification apparatus
CN101892702A (en) * 2010-08-05 2010-11-24 上海交通大学 Onsite processing device for discarding initial rainwater in heavy rain without occupying area and processing method thereof
CN115369835A (en) * 2022-08-29 2022-11-22 安徽农业大学 Filtration type farmland hidden pipe drainage equipment

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007202572A (en) * 2005-06-30 2007-08-16 Nishiyama Shoji Kk Method for sterilization, nematode control and growth-interfering ingredient removal in culture bed and culture bed
JP2008149248A (en) * 2006-12-15 2008-07-03 National Agriculture & Food Research Organization Water purification apparatus
CN101892702A (en) * 2010-08-05 2010-11-24 上海交通大学 Onsite processing device for discarding initial rainwater in heavy rain without occupying area and processing method thereof
CN115369835A (en) * 2022-08-29 2022-11-22 安徽农业大学 Filtration type farmland hidden pipe drainage equipment

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