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JP2678581B2 - Water storage type soil system with water level adjustment function - Google Patents
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JP2678581B2 - Water storage type soil system with water level adjustment function - Google Patents

Water storage type soil system with water level adjustment function

Info

Publication number
JP2678581B2
JP2678581B2 JP7129231A JP12923195A JP2678581B2 JP 2678581 B2 JP2678581 B2 JP 2678581B2 JP 7129231 A JP7129231 A JP 7129231A JP 12923195 A JP12923195 A JP 12923195A JP 2678581 B2 JP2678581 B2 JP 2678581B2
Authority
JP
Japan
Prior art keywords
water
pipe
water level
underdrain
level adjusting
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.)
Expired - Lifetime
Application number
JP7129231A
Other languages
Japanese (ja)
Other versions
JPH08302800A (en
Inventor
善次郎 坂内
和幸 小松
Original Assignee
日本体育施設株式会社
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 日本体育施設株式会社 filed Critical 日本体育施設株式会社
Priority to JP7129231A priority Critical patent/JP2678581B2/en
Publication of JPH08302800A publication Critical patent/JPH08302800A/en
Application granted granted Critical
Publication of JP2678581B2 publication Critical patent/JP2678581B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/40Protecting water resources

Landscapes

  • Road Paving Structures (AREA)
  • Sewage (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、水位調整機能を持つ貯
水型土壌システムに係るものであり、詳しくは、下記の
各場合に好適なものである。 1.芝生育成における舗装システム。 2.グランド、広場、公園などにおける舗装システム。 3.花弁、蔬菜における舗装システム。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water storage type soil system having a water level adjusting function, and more specifically, it is suitable for each of the following cases. 1. Pavement system for lawn cultivation. 2. Pavement system in grounds, plazas, parks, etc. 3. Pavement system for petals and vegetables.

【0002】[0002]

【従来の技術】従来、この種のものにあっては、下記の
ようなものになっている。 1.土壌水分の調節は、降雨や散水に頼る。 2.降雨量や散水量の多いときは地下に浸透させる。 3.表面が乾燥した状態の時、人工的に散水する。
2. Description of the Related Art Heretofore, this type is as follows. 1. Soil moisture control depends on rainfall and watering. 2. When there is a large amount of rainfall or water sprinkling, it is infiltrated underground. 3. When the surface is dry, sprinkle water artificially.

【0003】[0003]

【発明が解決しようとする課題】従来の技術で述べたも
のにあっては、下記のような問題点を有していた。土壌
の水分は降雨や散水にしか頼ることができず、土壌が飽
和状態になれば重力水となり全て地下へ浸透してしま
い、表面の乾きが早く適性な芝生の育成やクレイ系のグ
ランド、広場の維持管理には多大な労力や水量が必要で
あった。本願は、従来の技術の有するこのような問題点
に鑑みなされたものであり、その目的とするところは、
次のようなことのできるものを提供しようとするもので
ある。 1.水資源の有効利用による散水量の省力化、遮水シー
トによる貯水型のため、自然降雨、散水の水を逃さな
い。 2.散水作業の手間を軽減することができる。 3.遮水シートにより農薬、肥料の地下浸透を防止する
ことができる。 4.植生の適性土壌水分を調整することができる。 5.芝生の初期養生の簡素化を図ることができる。芝生
の発芽には多量の散水が必要であるが、水位調整により
水位を上げることで土壌水分は充分で散水する必要がな
く種の流出もない。 6.クレイ系グランド、広場の防塵効果、適度な硬さを
保持することができる。
The above-mentioned prior art has the following problems. The water content of the soil can only be relied on by rainfall and watering, and when the soil becomes saturated, it becomes gravity water and permeates into the underground. The surface quickly dries up and grows suitable lawns, clay-based grounds, and open spaces. A lot of labor and water was required for the maintenance and management. The present application has been made in view of such problems of the conventional technology, and the purpose thereof is to:
It seeks to provide something that can: 1. Since the amount of water sprinkled is saved by the effective use of water resources, and because it is a water storage type with an impermeable sheet, natural rainfall and sprinkling water are not missed. 2. The time and effort required for watering can be reduced. 3. The water-blocking sheet can prevent underground penetration of pesticides and fertilizers. 4. Appropriate soil moisture for vegetation can be adjusted. 5. The initial curing of the lawn can be simplified. A large amount of watering is necessary for germination of the lawn, but by raising the water level by adjusting the water level, the soil water content is sufficient and there is no need for watering, and no seed runoff occurs. 6. It can hold clay-based ground, the dustproof effect of plaza, and moderate hardness.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に、本発明は下記のようになるものである。すなわち、
本願のものは、クレー舗装帯あるいは芝生舗装帯を遮水
シートにより貯水型として、自然降雨や散水の水を地下
浸透させず遮水シート上に布設された暗渠管にて集水
し、各ブロック毎の流末に水位調整機能を持つ水位調整
桝により水位調整を行い、目的別に土壌水分の調整を可
能とするよう構成されている水位調整機能を持つ貯水型
土壌システムである。上述のほか、下記のように構成す
ることができる。 第1.設置を所望する地面に底面2Aと、当該底面の周
囲に連設された前後左右の側面2Bからなる逆角錐台状
のくぼみ部2における底面2Aには適数本の暗渠用の溝
2Cが刻設され、くぼみ部2の内周面、暗渠用の溝2C
の内周面に遮水シート3が敷設され、暗渠用の溝2C内
の底に暗渠管4が配管されていると共に、暗渠用フィル
ター材5が充填され、くぼみ部2内には、当該くぼみ部
の深さの約2分の1程度の深さをもって路盤材6が充填
され、かつ、この上方部分には表層土8が充填され、暗
渠管4の終端には地中に埋設状態の水位調整桝9を介し
て集水桝10が連結されている水位調整機能を持つ貯水
型土壌システムである。 第2.設置を所望する地面に底面2Aと、当該底面の周
囲に連設された前後左右の側面2Bからなる逆角錐台状
のくぼみ部2における底面2Aには適数本の暗渠用の溝
2Cが刻設され、くぼみ部2の内周面、暗渠用の溝2C
の内周面に遮水シート3が敷設され、暗渠用の溝2C内
の底に暗渠管4が配管されていると共に、暗渠用フィル
ター材5が充填され、くぼみ部2内には、当該くぼみ部
の深さの約3分の1程度の深さをもって火山砂利などで
なる中層材15が敷設され、かつ、この上方部分には土
壌改良剤が散布あるいは混入された砂16が充填され、
砂16の上面に芝生17が植え付けられ、暗渠管4の終
端には地中に埋設状態の水位調整桝9を介して集水桝1
0が連結されている水位調整機能を持つ貯水型土壌シス
テムである。この場合、くぼみ部2の内周面、暗渠用の
溝2Cの内周面に所定厚さで敷設されている遮水シート
保護用の敷砂7を介して遮水シート3を敷設することが
できる。また、水位調整桝9は、桝体9Aと、この桝体
内に設けられた水位調整管部9Bとから構成され、桝体
9Aには所定高さをもって暗渠管4が連結され、水位調
整管部9Bは、桝体9Aに設けられたU字管9B1にお
ける一方端9B2と他方端9B3を、筒部9A1への暗
渠管4の連結高をもって開口させ、一方端9B2には上
端が呑口となっている昇降管9B4を昇降調整自在に嵌
合すると共に、他方端9B3には排水管9B5を連結
し、この排水管9B5は集水桝10に連結することがで
きる。さらに、水位調整桝9に代えたオーバフロー作用
を有する水位調整桝11は、桝体12と、この桝体内に
設けられた水位調整管部13と、オーバフロー部14と
から構成され、桝体12には所定高さをもって暗渠管4
が連結され、水位調整管部13は、桝体12に設けられ
たU字管13Aにおける一方端13Bと他方端13C
を、筒部12Aへの暗渠管4の連結高をもって開口さ
せ、一方端13Bには昇降調整自在に昇降管13Dを嵌
合すると共に、他方端13Cには排水管13Eを連結
し、この排水管13Eは集水桝10に連結され、オーバ
フロー部14は、桝体12における筒部12Aの上方箇
所にオーバフロー管14Aが連結連通され、このオーバ
フロー管14Aの先端は集水桝10に連結され、また、
桝体12における筒部12Aには、オーバフロー管14
Aの連結位置より下方位置をもって、バルブ14B1を
有する下方のオーバフロー管14Bが連結連通され、そ
の先端はオーバフロー管14Aの途中に連結することが
できる。
In order to achieve the above object, the present invention is as follows. That is,
The one of the present application is a clay pavement belt or lawn pavement belt as a water storage type with a water blocking sheet, and water is collected by a underdrain pipe laid on the water blocking sheet without allowing natural rainfall or sprinkling water to penetrate underground. It is a water storage type soil system with a water level adjusting function that is configured to adjust the water level by a water level adjusting basin with a water level adjusting function at the end of each stream, and to adjust the soil moisture for each purpose. In addition to the above, it can be configured as follows. First. On the ground surface desired to be installed, a bottom surface 2A of the recessed portion 2 having a truncated pyramid shape formed of a bottom surface 2A and front, rear, left and right side surfaces 2B continuously provided around the bottom surface is carved with a suitable number of underdrain grooves 2C. The inner peripheral surface of the recess 2 and the groove 2C for the underdrain
A water-blocking sheet 3 is laid on the inner peripheral surface of the pipe, a underdrain pipe 4 is piped in the bottom of a groove 2C for the underdrain, and a filter material 5 for the underdrain is filled. The roadbed material 6 is filled to a depth of about ½ of the depth of the part, and the surface soil 8 is filled in this upper part, and the end of the underdrain pipe 4 is filled with water level in the ground. A water storage type soil system having a water level adjusting function in which a water collecting basin 10 is connected via an adjusting basin 9. Second. On the ground surface desired to be installed, a bottom surface 2A of the recessed portion 2 having a truncated pyramid shape formed of a bottom surface 2A and front, rear, left and right side surfaces 2B continuously provided around the bottom surface is carved with a suitable number of underdrain grooves 2C. The inner peripheral surface of the recess 2 and the groove 2C for the underdrain
A water-blocking sheet 3 is laid on the inner peripheral surface of the pipe, a underdrain pipe 4 is piped in the bottom of a groove 2C for the underdrain, and a filter material 5 for the underdrain is filled. The middle layer material 15 made of volcanic gravel or the like is laid at a depth of about one-third of the depth of the part, and the upper portion is filled with sand 16 in which soil improver is dispersed or mixed,
A lawn 17 is planted on the upper surface of the sand 16, and at the end of the underdrain pipe 4, a water collecting basin 1 is provided via a water level adjusting basin 9 buried in the ground.
It is a water storage type soil system with a water level adjusting function in which 0 is connected. In this case, the water-blocking sheet 3 may be laid through the sand 7 for protecting the water-blocking sheet, which is laid with a predetermined thickness on the inner circumferential surface of the hollow portion 2 and the inner circumferential surface of the underditch groove 2C. it can. Further, the water level adjusting basin 9 is composed of a basin body 9A and a water level adjusting pipe portion 9B provided inside the basin body, and the underdrain pipe 4 is connected to the basin body 9A at a predetermined height, and the water level adjusting pipe portion is formed. 9B opens one end 9B2 and the other end 9B3 of the U-shaped tube 9B1 provided in the container 9A at the connecting height of the underdrain tube 4 to the tubular portion 9A1, and the one end 9B2 becomes a dovetail. It is possible to fit the lifting pipe 9B4 that is vertically adjustable and to connect the drain pipe 9B5 to the other end 9B3, and this drain pipe 9B5 can be connected to the water collecting basin 10. Further, a water level adjusting rod 11 having an overflow action in place of the water level adjusting rod 9 is composed of a rod body 12, a water level adjusting pipe portion 13 provided in this rod body, and an overflow portion 14, and Is the underdrain 4 with a certain height
, And the water level adjusting pipe portion 13 has one end 13B and the other end 13C of the U-shaped pipe 13A provided in the container 12.
Is opened at the connection height of the underdrain pipe 4 to the tubular portion 12A, the up-and-down pipe 13D is fitted to the one end 13B so as to be vertically adjustable, and the drain pipe 13E is connected to the other end 13C. 13E is connected to the water collecting basin 10, and the overflow portion 14 is connected to the overflow pipe 14A at a position above the cylindrical portion 12A in the basin 12, and the tip of the overflow pipe 14A is connected to the water collecting basin 10. ,
An overflow pipe 14 is provided in the cylindrical portion 12A of the container 12.
The lower overflow pipe 14B having the valve 14B1 is connected and communicated at a position lower than the connecting position of A, and the tip thereof can be connected in the middle of the overflow pipe 14A.

【0005】[0005]

【作用】本発明のものは下記のように作用する。 1.路床に遮水シートを敷設し、雨水や散水の水を帯水
させる貯水構造として地下に浸透させない。 2.遮水シートの上に暗渠管を布設し、余剰水を集水す
る。 3.集水した水を各ブロック毎に水位調整機能を持つ水
位調整桝に導入する。 4.表層の乾き具合や植生の土壌水分を確認しながら有
効かつ効果的に水位を水位調整桝にて調整する。
The present invention operates as follows. 1. A water barrier sheet is laid on the roadbed to prevent rainwater or sprinkling water from spilling into the ground. 2. An underdrain pipe is laid on the water shield sheet to collect excess water. 3. The collected water is introduced into the water level adjusting basin which has a water level adjusting function for each block. 4. While checking the dryness of the surface layer and the soil moisture of vegetation, adjust the water level effectively and effectively using the water level adjustment basin.

【0006】[0006]

【実施例】実施例について図面を参照して説明する。本
発明の水位調整機能を持つ貯水型土壌システムは、クレ
ー舗装帯におけるものあるいは芝生舗装帯におけるもの
がある。1は第1発明のクレー舗装帯に好適な水位調整
機能を持つ貯水型土壌システムである。2は設置を所望
する地面に底面2Aと、当該底面の周囲に連設された前
後左右の側面2Bからなる逆角錐台状のくぼみ部で、こ
のくぼみ部における底面2Aには適数本の暗渠用の溝2
Cが刻設されている。3はくぼみ部2の内周面、暗渠用
の溝2Cの内周面に所定厚さで敷設されている遮水シー
ト保護用の敷砂(図示略)を介して敷設された遮水シー
トである。暗渠用の溝2C内の底に暗渠管4が配管され
ていると共に、暗渠用フィルター材5が充填されてい
る。くぼみ部2内には、当該くぼみ部の深さの約2分の
1程度の深さをもって路盤材6が充填され、かつ、この
上方部分には表層土8が充填されている。
An embodiment will be described with reference to the drawings. The water storage type soil system having the water level adjusting function of the present invention may be in a clay pavement zone or a lawn pavement zone. 1 is a water storage type soil system having a water level adjusting function suitable for the clay pavement zone of the first invention. Reference numeral 2 denotes an inverted truncated pyramid-shaped hollow portion having a bottom surface 2A on the ground surface desired to be installed, and front, rear, left and right side surfaces 2B continuously provided around the bottom surface. An appropriate number of underdrains are provided on the bottom surface 2A of the hollow portion. Groove 2 for
C is engraved. 3 is a water impervious sheet that is laid on the inner peripheral surface of the hollow portion 2 and the inner peripheral surface of the groove 2C for the underdrain with a predetermined thickness via a protective sand (not shown) for protection. is there. An underdrain pipe 4 is provided at the bottom of the underdrain groove 2C, and an underdrain filter material 5 is filled therein. The recessed portion 2 is filled with the roadbed material 6 at a depth of about ½ of the depth of the recessed portion, and the upper portion is filled with the surface soil 8.

【0007】暗渠管4の終端には地中に埋設状態の水位
調整桝9を介して集水桝10が連結されている。そこ
で、水位調整桝9の構成は、桝体9Aと、この桝体内に
設けられた水位調整管部9Bとから構成されている。桝
体9Aは、筒部9A1の下部には底9A2が張設され、
筒部の上面開口部には蓋9A3が開閉自在に嵌合されて
いる。この筒部9A1には所定高さをもって暗渠管4が
連結されている。水位調整管部9Bは、桝体9Aに設け
られたU字管9B1における一方端9B2と他方端9B
3を、筒部9A1への暗渠管4の連結高をもって開口さ
せ、一方端9B2には上端が呑口となっている昇降管9
B4を昇降調整自在に嵌合すると共に、他方端9B3に
は排水管9B5を連結し、この排水管9B5は集水桝1
0に連結されている。一方端9B2に対する昇降管9B
4の取付け構造は、一方端9B2に回動自在に植設した
ねじ棒9B6に昇降管9B4の上端が連結されている。
したがって、ハンドル9B61でねじ棒9B6を回動さ
せると、昇降管9B4すなわち呑口は昇降することにな
る。W.Lは水位、18は水位調整可能範囲を示す。
A water collecting basin 10 is connected to the end of the underdrain pipe 4 through a water level adjusting basin 9 which is buried in the ground. Therefore, the structure of the water level adjusting basin 9 includes a basin body 9A and a water level adjusting pipe portion 9B provided in the basin body. In the bottom of the cylindrical portion 9A1, a bottom 9A2 is stretched in the container 9A,
A lid 9A3 is openably and closably fitted in the upper opening of the cylindrical portion. The underdrain pipe 4 is connected to the tubular portion 9A1 with a predetermined height. The water level adjusting pipe portion 9B includes one end 9B2 and the other end 9B of a U-shaped pipe 9B1 provided on the cell body 9A.
3 is opened at the connection height of the underdrain pipe 4 to the tubular portion 9A1, and the upper end is a dovetail pipe 9 at the upper end at 9B2.
B4 is fitted so as to be adjustable up and down, and a drain pipe 9B5 is connected to the other end 9B3. This drain pipe 9B5 is a water collecting tank 1
Connected to 0. Lift tube 9B for one end 9B2
In the mounting structure of No. 4, the upper end of the lifting tube 9B4 is connected to the screw rod 9B6 rotatably planted at the one end 9B2.
Therefore, when the screw rod 9B6 is rotated by the handle 9B61, the up-and-down tube 9B4, that is, the dowel is moved up and down. W. L indicates the water level, and 18 indicates the water level adjustable range.

【0008】この場合、水位調整桝9に代え、下記の構
成を有するオーバフロー作用を有する水位調整桝11を
用いるとより便利である。そこで、水位調整桝11の構
成は、桝体12と、この桝体内に設けられた水位調整管
部13と、オーバフロー部14とから構成されている。
桝体12は、筒部12Aの下部には底12Bが張設さ
れ、筒部の上面開口部には蓋12Cが開閉自在に嵌合さ
れている。そして、この筒部12Aには所定高さをもっ
て暗渠管4が連結されている。水位調整管部13は、桝
体12に設けられたU字管13Aにおける一方端13B
と他方端13Cを、筒部12Aへの暗渠管4の連結高を
もって開口させ、一方端13Bには昇降調整自在に昇降
管13Dを嵌合すると共に、他方端13Cには排水管1
3Eを連結し、この排水管13Eは集水桝10に連結さ
れている。
In this case, instead of the water level adjusting basin 9, it is more convenient to use a water level adjusting basin 11 having the following structure and having an overflow action. Therefore, the structure of the water level adjusting basin 11 is composed of a basin 12, a water level adjusting pipe portion 13 provided in the basin, and an overflow portion 14.
A bottom 12B of the container 12 is stretched at a lower portion of a cylindrical portion 12A, and a lid 12C is openably and closably fitted to an upper opening of the cylindrical portion. The underdrain pipe 4 is connected to the cylindrical portion 12A with a predetermined height. The water level adjusting pipe portion 13 is one end 13B of a U-shaped pipe 13A provided on the cell body 12.
And the other end 13C are opened at the connection height of the underdrain pipe 4 to the tubular portion 12A, the up-and-down pipe 13D is fitted to the one end 13B so as to be vertically adjustable, and the drain pipe 1 is attached to the other end 13C.
3E are connected, and this drain pipe 13E is connected to the water collecting basin 10.

【0009】一方端13Bに対する昇降管13Dの取付
け構造は、下記の通りである。一方端13Bの上面には
左右の支脚13Fを介してフランジ13Gが支持され、
昇降管13Dの上面には呑口となる排水口13H1が開
設されている蓋13Hが張設され、この蓋13Hの縁部
は左右の支脚13Fに遊嵌され、フランジ13Gと蓋1
3Hの中心には上端にハンドル13I1を有するねじ棒
13Iが回動自在にねじ込まれている。したがって、ハ
ンドル13I1によりねじ棒13Iを回動させると、昇
降管13Dすなわち呑口は昇降することになる。オーバ
フロー部14は、桝体12における筒部12Aの上方箇
所にオーバフロー管14Aが連結連通され、このオーバ
フロー管14Aの先端は集水桝10に連結されている。
また、桝体12における筒部12Aには、オーバフロー
管14Aの連結位置より下方位置をもって、バルブ14
B1を有する下方のオーバフロー管14Bが連結連通さ
れ、その先端はオーバフロー管14Aの途中に連結され
ている。
The mounting structure of the hoisting pipe 13D to the one end 13B is as follows. A flange 13G is supported on the upper surface of the one end 13B via left and right supporting legs 13F,
A lid 13H having a drainage port 13H1 serving as a drinking cup is stretched on the upper surface of the hoisting pipe 13D, and an edge portion of the lid 13H is loosely fitted to the left and right supporting legs 13F to form a flange 13G and the lid 1H.
A screw rod 13I having a handle 13I1 at its upper end is rotatably screwed into the center of 3H. Therefore, when the screw rod 13I is rotated by the handle 13I1, the up-and-down tube 13D, that is, the dowel, moves up and down. In the overflow section 14, an overflow pipe 14A is connected and communicated with a position above the cylindrical portion 12A in the container 12, and the tip of the overflow pipe 14A is connected to the water collecting basin 10.
In addition, the cylindrical portion 12A of the container 12 has a position lower than the connecting position of the overflow pipe 14A and the valve 14
A lower overflow pipe 14B having B1 is connected and communicated, and its tip end is connected in the middle of the overflow pipe 14A.

【0010】そこで、第2発明の芝生舗装帯に好適な水
位調整機能を持つ貯水型土壌システム1Aの構成は下記
の通りである。2は設置を所望する地面に底面2Aと、
当該底面の周囲に連設された前後左右の側面2Bからな
る逆角錐台状のくぼみ部で、このくぼみ部における底面
2Aには適数本の暗渠用の溝2Cが刻設されている。3
はくぼみ部2の内周面、暗渠用の溝2Cの内周面に所定
厚さで敷設されている遮水シート保護用の敷砂7を介し
て敷設された遮水シートである。暗渠用の溝2C内の底
に暗渠管4が配管されていると共に、暗渠用フィルター
材5が充填されている。くぼみ部2内には、当該くぼみ
部の深さの約3分の1程度の深さをもって火山砂利など
でなる中層材15が敷設され、かつ、この上方部分には
土壌改良剤が散布あるいは混入された砂16が充填され
ている。17は砂16の上面に植え付けられた芝生であ
る。
Therefore, the structure of the water storage type soil system 1A having a water level adjusting function suitable for the lawn pavement belt of the second invention is as follows. 2 is a bottom surface 2A on the ground desired to be installed,
It is an inverted truncated pyramid-shaped hollow portion formed of front, rear, left and right side surfaces 2B continuously provided around the bottom surface, and an appropriate number of underditch grooves 2C are formed in the bottom surface 2A of the hollow portion. 3
The water impervious sheet is laid on the inner peripheral surface of the hollow portion 2 and the inner peripheral surface of the trench 2C for the underdrain with a predetermined thickness of water permeable sheet protection sand 7. An underdrain pipe 4 is provided at the bottom of the underdrain groove 2C, and an underdrain filter material 5 is filled therein. A middle layer material 15 made of volcanic gravel or the like is laid in the hollow portion 2 with a depth of about one third of the depth of the hollow portion, and a soil improving agent is sprayed or mixed in the upper portion. It is filled with sand 16. 17 is a lawn planted on the upper surface of the sand 16.

【0011】暗渠管4の終端には地中に埋設状態の水位
調整桝9、あるいは水位調整桝11を介して集水桝10
が連結されている。この場合、水位調整桝9の構成、及
び集水桝10の構成、あるいは水位調整桝11の構成
は、第1発明のクレー舗装帯における水位調整機能を持
つ貯水型土壌システム1における水位調整桝9の構成、
及び集水桝10の構成、あるいは水位調整桝11と同一
である。
At the end of the underdrain pipe 4, a water level adjusting basin 9 buried in the ground or a water collecting basin 10 through a water level adjusting basin 11 is provided.
Are connected. In this case, the structure of the water level adjusting basin 9 and the structure of the water collecting basin 10 or the structure of the water level adjusting basin 11 are the same as the water level adjusting basin 9 in the water storage type soil system 1 having the water level adjusting function in the clay pavement zone of the first invention. The configuration of
Also, the structure is the same as that of the water collecting tank 10 or the water level adjusting tank 11.

【0012】[0012]

【発明の効果】本発明は、上述の通り構成されているの
で次に記載する効果を奏する。 1.クレー舗装帯あるいは芝生舗装帯において、遮水シ
ートにより貯水型として自然降雨や散水の水を地下浸透
させず遮水シート上に布設された暗渠管にて集水し、各
ブロック毎の流末に水位調整機能を持つ水位調整桝によ
り水位調整を行い、目的別に土壌水分の調整を可能とす
ることができる。 2.芝生舗装帯においては、次に記載する効果を期待す
ることができる。 A.芝生の初期養生期 芝の播種期においては、図4のように昇降管の呑口を芝
根より15cm程下げて水位調整をすることにより水分は
砂の空隙部を毛細現象にて吸い上げられ、芝根に水分を
供給することができる。 B.芝生の成育旺盛期 芝が成長する成育旺盛期においては、図5のように芝根
は15cm〜20cm程延びる。昇降管の呑口を芝根より9
cm〜15cm程下げて水位調整をすることにより、水分は
下層材(火山礫)や砂の空隙部を毛細現象にて吸い上げ
られ、芝根に水分を供給することができる。 C.芝生の成育不良期 芝の成育不良期(芝生の成育限界温度を越えた時)にお
いては、図6のように昇降管の呑口を最下位にして舗装
帯から水を抜くようにする。この結果、下記の効果を奏
することができる。 a.芝生土壌水分の保持による芝生の育成効果を図るこ
とができる。 b.グランド表土の水分保持による防塵効果や適度の硬
さを保持することができる。 c.芝生の散水量の低減による水資源の有効利用並びに
散水作業を軽減することができる。 d.農薬、肥料の地下浸透の防止や省力化を図ることが
できる。 e.貯水能力があるので洪水調整が可能である。 3.オーバフロー部14の作用効果は下記の通りであ
る。水位調整時、集中豪雨で呑口で排水能力以上の水が
水位調整桝に流入した時の蓋からのあふれを防ぐ。ま
た、水位調整時、長雨が続き水位調整を最下位にしたい
時、ハンドルを回さなくてもバルブを開口することによ
り貯留水を排水することができる。さらに、調整機能を
回復する時、バルブを閉めることで以前の水位を保つこ
とができる。
Since the present invention is configured as described above, it has the following effects. 1. In the clay pavement or lawn pavement, a water-blocking sheet is used as a water storage type to collect natural rainfall and sprinkling water underground without permeating the water through the underdrain pipe laid on the water-blocking sheet, and at the end of each block. The water level can be adjusted according to the purpose by adjusting the water level using a water level adjusting basin having a water level adjusting function. 2. The following effects can be expected in a lawn pavement belt. A. Initial curing period of lawn In the sowing period of lawn, as shown in Fig. 4, water is sucked up by the capillarity in the voids of sand by adjusting the water level by lowering the mouth of the hoisting pipe by about 15 cm from the lawn, so that the lawn is sucked up. Can supply water to the roots. B. High growth period of lawn During the high growth period of growth of grass, as shown in FIG. 5, the grass roots extend about 15 cm to 20 cm. 9 from the lawn
By lowering the water level by about 15 cm to 15 cm, the water content can be sucked up by the capillarity in the voids of the lower layer material (volcanic gravel) and sand, and the water content can be supplied to the turf root. C. Lawn growth failure period During lawn growth failure period (when the lawn growth limit temperature is exceeded), drain the water from the pavement with the hoist of the hoisting pipe at the lowest position as shown in Fig. 6. As a result, the following effects can be achieved. a. It is possible to improve the lawn growth effect by keeping the lawn soil moisture. b. It is possible to maintain the dustproof effect due to the water retention of the ground soil and an appropriate hardness. c. Effective use of water resources and watering work can be reduced by reducing the amount of watering the lawn. d. It is possible to prevent underground penetration of pesticides and fertilizers and save labor. e. Because of its water storage capacity, flood control is possible. 3. The effects of the overflow unit 14 are as follows. When adjusting the water level, it is necessary to prevent the water from overflowing from the lid when water that exceeds the drainage capacity flows into the water level adjusting basin at the mouth due to heavy rain. In addition, when adjusting the water level, if long rain continues and you want to adjust the water level to the lowest level, you can drain the stored water by opening the valve without turning the handle. In addition, when regaining the regulation function, the previous water level can be maintained by closing the valve.

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

【図1】全体の平面図である。FIG. 1 is an overall plan view.

【図2】第1発明の要部拡大縦断面図である。FIG. 2 is an enlarged vertical sectional view of a main part of the first invention.

【図3】第2発明の要部拡大縦断面図である。FIG. 3 is an enlarged vertical sectional view of a main part of the second invention.

【図4】第2発明のものの作用を説明する要部拡大縦断
面図である。
FIG. 4 is an enlarged vertical sectional view of an essential part for explaining the operation of the second invention.

【図5】第2発明のものの作用を説明する要部拡大縦断
面図である。
FIG. 5 is an enlarged vertical sectional view of an essential part for explaining the operation of the second invention.

【図6】第2発明のものの作用を説明する要部拡大縦断
面図である。
FIG. 6 is an enlarged vertical sectional view of an essential part for explaining the operation of the second invention.

【図7】図4の拡大図である。FIG. 7 is an enlarged view of FIG.

【図8】図5の拡大図である。FIG. 8 is an enlarged view of FIG.

【図9】オーバフロー作用を有する水位調整桝を説明す
る1部を切欠いた斜視図である。
FIG. 9 is a perspective view with a part cut away to explain a water level adjusting rod having an overflow action.

【図10】同上の縦断面図である。FIG. 10 is a vertical sectional view of the above.

【図11】図9における要部拡大斜視図である。FIG. 11 is an enlarged perspective view of a main part in FIG.

【符号の説明】[Explanation of symbols]

1 水位調整機能を持つ貯水型土壌システム 2 くぼみ部 2A 底面 2B 側面 2C 暗渠用の溝 3 遮水シート 4 暗渠管 5 暗渠用フィルター材 6 路盤材 7 遮水シート保護用の敷砂 8 表層土 9 水位調整桝 9A 桝体 9A1 筒部 9A2 底 9A3 蓋 9B 水位調整管部 9B1 U字管 9B2 一方端 9B3 他方端 9B4 昇降管 9B5 排水管 9B6 ねじ棒 9B61 ハンドル 10 集水桝 1A 水位調整機能を持つ貯水型土壌システム 11 水位調整桝 12 桝体 12A 筒部 12B 底 12C 蓋 13 水位調整管部 13A U字管 13B 一方端 13C 他方端 13D 昇降管 13E 排水管 13F 支脚 13G フランジ 13H 蓋 13H1 排水口 13I ねじ棒 13I1 ハンドル 14 オーバフロー部 14A,14B オーバフロー管 14B1 バルブ 15 中層材 16 砂 17 芝生 1 Reservoir type soil system with water level adjustment function 2 Cavity 2A Bottom 2B Side 2C Underdrain groove 3 Impermeable sheet 4 Underdrain pipe 5 Filter material for underdrain 6 Roadbed material 7 Sand cover for water impervious sheet 8 Surface soil 9 Water level adjustment basin 9A Ridge body 9A1 Cylindrical part 9A2 Bottom 9A3 Lid 9B Water level adjustment pipe part 9B1 U-shaped tube 9B2 One end 9B3 Other end 9B4 Elevating pipe 9B5 Drain pipe 9B6 Screw rod 9B61 Handle water storage function 10A Water level basin Type Soil system 11 Water level adjusting rod 12 Rod 12A Cylinder part 12B Bottom 12C Lid 13 Water level adjusting pipe part 13A U-shaped tube 13B One end 13C Other end 13D Hoisting pipe 13E Drain pipe 13F Support leg 13G Flange 13H Lid 13H1 Screw drain port 13 13I1 handle 14 overflow part 14A, 14B overflow pipe 14 1 valve 15 middle member 16 sand 17 Lawn

Claims (6)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 クレー舗装帯あるいは芝生舗装帯を遮水
シートにより貯水型として、自然降雨や散水の水を地下
浸透させず遮水シート上に布設された暗渠管にて集水
し、各ブロック毎の流末に水位調整機能を持つ水位調整
桝により水位調整を行い、目的別に土壌水分の調整を可
能とするよう構成されていることを特徴とする水位調整
機能を持つ貯水型土壌システム。
1. A clay pavement belt or a lawn pavement belt is used as a water storage type with a water-blocking sheet, and water is collected by a underdrain pipe laid on the water-blocking sheet without allowing natural rainfall or sprinkling water to penetrate underground. A water storage type soil system having a water level adjusting function, which is configured to adjust the water level by a water level adjusting basin having a water level adjusting function at each end of the stream, and to adjust the soil water content for each purpose.
【請求項2】 設置を所望する地面に底面(2A)と、
当該底面の周囲に連設された前後左右の側面(2B)か
らなる逆角錐台状のくぼみ部(2)における底面(2
A)には適数本の暗渠用の溝(2C)が刻設され、くぼ
み部(2)の内周面、暗渠用の溝(2C)の内周面に遮
水シート(3)が敷設され、暗渠用の溝(2C)内の底
に暗渠管(4)が配管されていると共に、暗渠用フィル
ター材(5)が充填され、くぼみ部(2)内には、当該
くぼみ部の深さの約2分の1程度の深さをもって路盤材
(6)が充填され、かつ、この上方部分には表層土
(8)が充填され、暗渠管(4)の終端には地中に埋設
状態の水位調整桝(9)を介して集水桝(10)が連結
されていることを特徴とする水位調整機能を持つ貯水型
土壌システム。
2. A bottom surface (2A) on the ground desired to be installed,
The bottom surface (2) of the inverted truncated pyramid-shaped hollow portion (2) formed of front, rear, left, and right side surfaces (2B) continuously provided around the bottom surface.
In A), an appropriate number of underdrain grooves (2C) are engraved, and a water blocking sheet (3) is laid on the inner peripheral surface of the recess (2) and the inner peripheral surface of the underdrain groove (2C). The underdrain pipe (4) is installed at the bottom of the underditch groove (2C), and the underdrain filter material (5) is filled in the underdrain groove (2C). The roadbed material (6) is filled to a depth of about one half of the height, and the surface soil (8) is filled in the upper part of the roadbed material, and it is buried in the ground at the end of the underdrain pipe (4). A water storage type soil system having a water level adjusting function, wherein a water collecting basin (10) is connected through a water level adjusting basin (9) in a state.
【請求項3】 設置を所望する地面に底面(2A)と、
当該底面の周囲に連設された前後左右の側面(2B)か
らなる逆角錐台状のくぼみ部(2)における底面(2
A)には適数本の暗渠用の溝(2C)が刻設され、くぼ
み部(2)の内周面、暗渠用の溝(2C)の内周面に遮
水シート(3)が敷設され、暗渠用の溝(2C)内の底
に暗渠管(4)が配管されていると共に、暗渠用フィル
ター材(5)が充填され、くぼみ部(2)内には、当該
くぼみ部の深さの約3分の1程度の深さをもって火山砂
利などでなる中層材(15)が敷設され、かつ、この上
方部分には土壌改良剤が散布あるいは混入された砂(1
6)が充填され、砂(16)の上面に芝生(17)が植
え付けられ、暗渠管(4)の終端には地中に埋設状態の
水位調整桝(9)を介して集水桝(10)が連結されて
いることを特徴とする水位調整機能を持つ貯水型土壌シ
ステム。
3. A bottom surface (2A) on the ground desired to be installed,
The bottom surface (2) of the inverted truncated pyramid-shaped hollow portion (2) formed of front, rear, left, and right side surfaces (2B) continuously provided around the bottom surface.
In A), an appropriate number of underdrain grooves (2C) are engraved, and a water blocking sheet (3) is laid on the inner peripheral surface of the recess (2) and the inner peripheral surface of the underdrain groove (2C). The underdrain pipe (4) is installed at the bottom of the underditch groove (2C), and the underdrain filter material (5) is filled in the underdrain groove (2C). Sand layer (15) made of volcanic gravel is laid with a depth of about one third of the sand, and the soil improvement agent is sprinkled or mixed in the upper part (1).
6) is filled, the lawn (17) is planted on the upper surface of the sand (16), and the end of the underdrain pipe (4) is filled with water through a water level adjusting basin (9) that is buried in the ground. ) Is connected, a water storage type soil system with a water level adjustment function.
【請求項4】 くぼみ部(2)の内周面、暗渠用の溝
(2C)の内周面に所定厚さで敷設されている遮水シー
ト保護用の敷砂(7)を介して遮水シート(3)が敷設
されている請求項2あるいは請求項3記載の水位調整機
能を持つ貯水型土壌システム。
4. The water is shielded through sand laying (7) for protecting the water-blocking sheet, which is laid with a predetermined thickness on the inner peripheral surface of the recessed portion (2) and the inner peripheral surface of the underditch groove (2C). A water storage type soil system having a water level adjusting function according to claim 2 or 3, wherein a water sheet (3) is laid.
【請求項5】 水位調整桝(9)は、桝体(9A)と、
この桝体内に設けられた水位調整管部(9B)とから構
成され、桝体(9A)には所定高さをもって暗渠管
(4)が連結され、水位調整管部(9B)は、桝体(9
A)に設けられたU字管(9B1)における一方端(9
B2)と他方端(9B3)を、筒部(9A1)への暗渠
管(4)の連結高をもって開口させ、一方端(9B2)
には上端が呑口となっている昇降管(9B4)を昇降調
整自在に嵌合すると共に、他方端(9B3)には排水管
(9B5)を連結し、この排水管(9B5)は集水桝
(10)に連結されている請求項2ないし請求項4のい
ずれかに記載の水位調整機能を持つ貯水型土壌システ
ム。
5. The water level adjusting rod (9) includes a rod body (9A),
It is composed of a water level adjusting pipe part (9B) provided in this basin body, and an underdrain pipe (4) is connected to the basin body (9A) with a predetermined height, and the water level adjusting pipe part (9B) is a basin body. (9
One end (9) of the U-shaped tube (9B1) provided in (A)
B2) and the other end (9B3) are opened at the connecting height of the underdrain pipe (4) to the tubular part (9A1), and one end (9B2) is opened.
An up-and-down pipe (9B4) having an upper end serving as a mouth is fitted to be adjustable up and down, and a drain pipe (9B5) is connected to the other end (9B3), and this drain pipe (9B5) is a water collecting basin. The water storage soil system having the water level adjusting function according to any one of claims 2 to 4, which is connected to (10).
【請求項6】 水位調整桝(9)に代えたオーバフロー
作用を有する水位調整桝(11)は、桝体(12)と、
この桝体内に設けられた水位調整管部(13)と、オー
バフロー部(14)とから構成され、桝体(12)には
所定高さをもって暗渠管(4)が連結され、水位調整管
部(13)は、桝体(12)に設けられたU字管(13
A)における一方端(13B)と他方端(13C)を、
筒部(12A)への暗渠管(4)の連結高をもって開口
させ、一方端(13B)には昇降調整自在に昇降管(1
3D)を嵌合すると共に、他方端(13C)には排水管
(13E)を連結し、この排水管(13E)は集水桝
(10)に連結され、オーバフロー部(14)は、桝体
(12)における筒部(12A)の上方箇所にオーバフ
ロー管(14A)が連結連通され、このオーバフロー管
(14A)の先端は集水桝(10)に連結され、また、
桝体(12)における筒部(12A)には、オーバフロ
ー管(14A)の連結位置より下方位置をもって、バル
ブ(14B1)を有する下方のオーバフロー管(14
B)が連結連通され、その先端はオーバフロー管(14
A)の途中に連結されている請求項2ないし請求項5の
いずれかに記載の水位調整機能を持つ貯水型土壌システ
ム。
6. A water level adjusting basin (11) having an overflow action in place of the water level adjusting basin (9) comprises a basin (12) and
It is composed of a water level adjusting pipe part (13) and an overflow part (14) provided in the basin body, and the underdrain pipe (4) is connected to the basin body (12) at a predetermined height to form a water level adjusting pipe part. (13) is a U-shaped tube (13) provided on the container (12).
One end (13B) and the other end (13C) in A) are
The underdrain pipe (4) is opened at the connection height of the tube portion (12A), and the up-and-down pipe (1) is freely adjustable at one end (13B).
3D) is fitted and a drain pipe (13E) is connected to the other end (13C), the drain pipe (13E) is connected to the water collecting basin (10), and the overflow part (14) is a basin. An overflow pipe (14A) is connected and communicated with an upper portion of the cylindrical portion (12A) in (12), and a tip of the overflow pipe (14A) is connected to the water collecting basin (10).
The tubular portion (12A) of the rod (12) has a lower overflow pipe (14B1) having a valve (14B1) at a position lower than the connecting position of the overflow pipe (14A).
B) are connected and communicated with each other, and the tip thereof is an overflow pipe (14
The water storage type soil system having the water level adjusting function according to any one of claims 2 to 5, which is connected in the middle of A).
JP7129231A 1995-04-28 1995-04-28 Water storage type soil system with water level adjustment function Expired - Lifetime JP2678581B2 (en)

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JP7129231A JP2678581B2 (en) 1995-04-28 1995-04-28 Water storage type soil system with water level adjustment function

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7129231A JP2678581B2 (en) 1995-04-28 1995-04-28 Water storage type soil system with water level adjustment function

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JPH08302800A JPH08302800A (en) 1996-11-19
JP2678581B2 true JP2678581B2 (en) 1997-11-17

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JP3284346B2 (en) 1999-09-02 2002-05-20 株式会社環境開発 Underground water storage system
CN110145008A (en) * 2019-05-05 2019-08-20 东南大学 Rainwater sponge constructed from solid waste building materials and construction method thereof

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