JPS61162603A - Construction of green soil - Google Patents

Construction of green soil

Info

Publication number
JPS61162603A
JPS61162603A JP38985A JP38985A JPS61162603A JP S61162603 A JPS61162603 A JP S61162603A JP 38985 A JP38985 A JP 38985A JP 38985 A JP38985 A JP 38985A JP S61162603 A JPS61162603 A JP S61162603A
Authority
JP
Japan
Prior art keywords
base
water
branch
drain pipe
drain
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.)
Granted
Application number
JP38985A
Other languages
Japanese (ja)
Other versions
JPH0259888B2 (en
Inventor
柳 久
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.)
TOYO GREEN KK
Original Assignee
TOYO GREEN KK
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 TOYO GREEN KK filed Critical TOYO GREEN KK
Priority to JP38985A priority Critical patent/JPS61162603A/en
Publication of JPS61162603A publication Critical patent/JPS61162603A/en
Publication of JPH0259888B2 publication Critical patent/JPH0259888B2/ja
Granted legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、特にゴルフ場のグリーンの芝生の育成と、良
好なる生育状態を保持するためのグリーン土壌の造成方
法に関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention particularly relates to the cultivation of green lawns at golf courses and a method for preparing green soil for maintaining good growth conditions.

〔従来の技術〕[Conventional technology]

グリーンの土壌は、これを大別して土質を主とするもの
、砂質を主とす・るもの、土砂併用のものとに別けられ
、立地条件、環境に応じ、これ等の・何れかが用いられ
てきたーしかも何れの場合にあっても、排水は土中に埋
設された単なるドレーン管によるものであった。
Green soil can be roughly divided into those that are mainly soil, those that are mainly sandy, and those that use a combination of soil and sand. In each case, drainage was through simple drain pipes buried in the ground.

〔発明が解決しようとする問題点〕[Problem that the invention seeks to solve]

前記の従来技術中、土質を主とするものによ、る・・・
ものは一般的に透水率は不充分であるが、透水後におけ
る保水力が良好に・過ぎて、即ち水分が過多 、となり
、ために病中害が発住し−易く、砂質を主とするものに
よるものは透水率は良いが排水が良好に過ぎて、7即ち
保水力に欠けて乾燥し過ぎ、土砂併用のものにおいては
、施工に手数を要し、又排水設備としては、肋骨伏に埋
設された排水ドレ・〒ン管によるものが普通で、土質の
違いによる適性排水又は保水に欠ける点があった。
Among the above-mentioned conventional techniques, depending mainly on the soil quality...
In general, water permeability is insufficient, but after water permeation, the water retention capacity becomes too good, that is, there is too much water, and as a result, diseases and damage occur easily. Drainage systems that use soil and sand have good water permeability, but drainage is too good, lacking water retention capacity and drying out too much. Drainage pipes are usually buried in the ground, but due to differences in soil quality, they lack adequate drainage or water retention.

〔問題点を解決するための手段及び作用〕地面を堀削し
て地表面と平行する基盤を造成する工程、該基盤上に単
数又は複数のドレーン管理設用凹溝および該ドレーン管
に接続する枝管理設用凹−を略々等高線に沿って設けた
のち、基盤全面に透水性のシートを敷設し、さらに前記
管理設用凹溝には不透水性シートを敷設し、又、ドレー
ン管或は枝管に交叉するように不透水性の大中テープを
張設すると共に基盤の周縁および低地には不透水性シー
トを張設する基盤の表面処理工程、前記管理設凹溝にド
レーン管又は枝管を横設し、この枝管の傾斜度は略々1
%以内とし、低地には枝管の本数を多く、また基盤周縁
にも枝管を横設し、ドレーン管の一端を集水枡に接続す
る配管工程、所定柱形の砂、床土を積み上げる工程より
成ることを特徴とするグリーン土壌の造成方法であって
、土壌中の、過剰水分を適切に排水し、又土壌中の水分
を均一に保水し得るものである。
[Means and actions for solving the problem] A process of excavating the ground to create a base parallel to the ground surface, and connecting to the drain management groove or grooves on the base and the drain pipe. After creating a recess for branch management installation approximately along the contour line, a water-permeable sheet is laid over the entire surface of the base, an impermeable sheet is further laid in the management groove, and a drain pipe or In the surface treatment process of the base, an impermeable large and medium-sized tape is stretched across the branch pipes, and an impermeable sheet is stretched around the periphery of the base and low areas, and a drain pipe or pipe is installed in the management groove. A branch pipe is installed horizontally, and the slope of this branch pipe is approximately 1.
%, install more branch pipes in lowlands, install branch pipes horizontally around the periphery of the foundation, connect one end of the drain pipe to the water collection basin, and pile up sand and bed soil in a specified column shape. A method for creating green soil characterized by comprising steps, which can appropriately drain excess moisture in the soil and uniformly retain moisture in the soil.

〔実施例〕〔Example〕

第1図は概念平面図、第2図及び第3図は同上の■−■
線及び■−■線における詳細断面図で、Gは傾斜する地
面(例えば1.5〜3.0度勾配の)Bは地面Gに略平
行をなすように堀削された(例えば40〜503)基盤
を示すが、この実施例における基盤Bは、第1図の±0
点より+20.+40、+60.+70の等高線の如き
高低差を持 ゛つ斜状に造成されている。
Figure 1 is a conceptual plan view, Figures 2 and 3 are the same as above.
In the detailed cross-sectional views taken along line and ) The board B in this example is ±0 in FIG.
+20 from the point. +40, +60. It is built in a diagonal shape with height differences similar to the +70 contour line.

1は単−或は複数の吸水用のドレーン管、2は該ドレー
ン管1より分岐された数多の枝管(同じく吸水用の)を
示し、それぞれ吸水機能を有する不織布製管(例えば、
ポリエステル系の長繊維による)で、所望径に作られて
°いる。(例えばドレーン管50論径、枝管30鰭径に
) そして、ドレーン管1及び枝管2は、それぞれ基盤Bに
設けられた凹溝Bl、B2内に、後記の手段を介して配
設されているが、枝管2は基盤Bの高低差に応じ、その
間隔が大中小にされている。
Reference numeral 1 indicates a single or plural water absorption drain pipes, and 2 indicates a number of branch pipes (also for water absorption) branched from the drain pipe 1, each of which is a nonwoven fabric pipe having a water absorption function (for example,
Made of long polyester fibers), it is made to the desired diameter. (For example, the drain pipe has a diameter of 50 mm and a branch pipe has a fin diameter of 30 mm.) Then, the drain pipe 1 and the branch pipe 2 are arranged in the grooves Bl and B2 provided in the base B, respectively, via the means described later. However, the intervals between the branch pipes 2 are set to be large, medium or small depending on the height difference of the base B.

即ち低所の間隔を小にし、これより高所に至るに従い漸
次と大にして配設されている。又、ドレーン管1の基部
には300X300X300■程度の集水枡3が設けら
れ、この集水枡3に排水管4が連結されている。
In other words, the spacing is made small at low points and gradually increases as the distances reach higher points. Further, a water collection basin 3 of approximately 300 x 300 x 300 cm is provided at the base of the drain pipe 1, and a drain pipe 4 is connected to this water collection basin 3.

5は透水性シート、6は不透水性シートを示し、透水性
シート5は例えばポリエステル系長繊維による不織布で
、透水性cs/(6)〜3.0X10程度のものが用い
られ、不透水性シート6は例えばポリエチレンシートが
用いられている。そして透水性シート5が前記の凹溝B
t、B!上を含む基盤B上から周到の立上り面に亘って
張設され、不透水性シート6が透水性シート5の外側に
おいて、基盤Bのエツジ部と溝B1部に張設されている
5 is a water-permeable sheet, 6 is a water-impermeable sheet, and the water-permeable sheet 5 is, for example, a nonwoven fabric made of polyester long fibers, and has a water permeability of cs/(6) to 3.0×10. For example, a polyethylene sheet is used as the sheet 6. Then, the water-permeable sheet 5 has the above-mentioned groove B.
T-B! The water-impermeable sheet 6 is stretched over the carefully rising surface of the base B including the top, and the water-impermeable sheet 6 is stretched on the outside of the water-permeable sheet 5 at the edge portion of the base B and the groove B1.

7は粒径0.25〜0.7論程度大洗砂を80〜90%
含む砂層を示し、基盤Bの全般に入れられている。なお
、8は芝生が示されている。なお図示されてないが、散
水用のスプリンクラ−が適当に設置されている。
7 is 80-90% Oarai sand with a particle size of 0.25-0.70%
It shows the sand layer containing the soil, and is placed throughout the base B. Note that 8 indicates a lawn. Although not shown, sprinklers for watering are appropriately installed.

9は不透水性の大中テープであってドレーン管l或は枝
管2に交叉するように張設されている。
Reference numeral 9 denotes a water-impermeable tape, which is stretched across the drain pipe 1 or the branch pipe 2.

なお、基盤B中特に水の滞留し易い低所、即ち符号B3
で示す個所に、不透性シート6を張設し、これにより低
所上に位置される芝生が過剰水分で悪影響を受けないよ
うに、全水分をドレーン管1と枝管2を介して排水する
ようにすることもある。
In addition, in the base B, there is a low place where water tends to accumulate particularly, that is, a symbol B3.
An impermeable sheet 6 is placed in the area shown by , and all water is drained away through the drain pipe 1 and branch pipe 2 so that the grass located in the low place is not adversely affected by excess water. Sometimes I try to do that.

畝上の実施例の如く造成したものによれば、次の如き効
果を得られる。
If the ridge is constructed as in the embodiment, the following effects can be obtained.

a)吸水機能を有するドレーン管1と枝管2により、砂
質グリーンにおいても適切なる保水機能と排水機能を得
られ、従って乾燥害と病中害を防止し得る。
a) With the drain pipe 1 and branch pipe 2 having a water absorption function, appropriate water retention and drainage functions can be obtained even in sandy greens, and therefore, damage from dryness and damage from diseases can be prevented.

b)ドレーン管1と枝管2により、高低差を有する基盤
B上の排水を各部均一になし得る。
b) The drain pipe 1 and the branch pipe 2 allow uniform drainage of water on the base B, which has height differences.

C)透水性シート5の張設により、砂と床土との混合を
防止し得る。
C) By stretching the water-permeable sheet 5, mixing of sand and bed soil can be prevented.

d)透水性シート5により基盤Bを安定して保持し得る
d) The base B can be stably held by the water-permeable sheet 5.

e)不透水性シート6により、不必要なる水抜けを防止
し得る。
e) The water-impermeable sheet 6 can prevent unnecessary drainage of water.

f)ドレーン管l或は枝管2に交叉する不透水性の太巾
テープ9により集中機能をためることが出来る。
f) The water-impermeable thick tape 9 that crosses the drain pipe 1 or the branch pipe 2 can provide a concentrated function.

〔発明の効果〕〔Effect of the invention〕

本発明の要旨方法によれば、ドレーン管と枝管とにより
、砂質グリーンにおいても適切なる保水機能と排水機能
を得られ、従って乾燥害と病中害を防止し得ると共に、
又透水性シートの張設により、砂と床土との混合を防止
し、同時に基盤を安定して保持し得るものである。
According to the method of the present invention, appropriate water retention and drainage functions can be obtained even in sandy greens using the drain pipe and branch pipes, and therefore, dryness damage and disease damage can be prevented, and
Furthermore, by providing a water-permeable sheet, it is possible to prevent the sand from mixing with the soil, and at the same time, it is possible to stably hold the foundation.

【図面の簡単な説明】[Brief explanation of the drawing]

図面は本発明の実施例を示し、第1図は概念平面図、第
2図及び第3図は同上のn−n線及び■−■線における
詳細断面図である。 G・・・地面、B・・・基盤、Bl、B2・・・溝、■
・・・ドレーン管、2・・・枝管、5・・・透水性シー
ト、砂層。
The drawings show an embodiment of the present invention, and FIG. 1 is a conceptual plan view, and FIGS. 2 and 3 are detailed sectional views taken along the line nn and -■. G...Ground, B...Base, Bl, B2...Groove,■
...Drain pipe, 2... Branch pipe, 5... Permeable sheet, sand layer.

Claims (1)

【特許請求の範囲】[Claims] 地面を掘削して地表面と平行する基盤を造成する工程、
該基盤上に単数又は複数のドレーン管理設用凹溝および
該ドレーン管に接続する枝管理設用凹溝を略々等高線に
沿って設けたのち、基盤全面に透水性のシートを敷設し
、さらに前記管理設用凹溝には不透水性シートを敷設し
、又、ドレーン管或は枝管に交叉するように不透水性の
太巾テープを張設すると共に基盤の周縁および低地には
不透水性シートを張設する基盤の表面処理工程、前記管
理設凹溝にドレーン管又は枝管を横設し、この枝管の傾
斜度は略々1%以内とし、低地には枝管の本数を多く、
また基盤周縁にも枝管を横設し、ドレーン管の一端を集
水枡に接続する配管工程、所定柱形の砂、床土を積み上
げる工程より成ることを特徴とするグリーン土壌の造成
方法。
The process of excavating the ground and creating a foundation parallel to the ground surface;
After providing one or more grooves for drain management installation and grooves for branch management installation connected to the drain pipe approximately along the contour lines on the base, a water-permeable sheet is laid over the entire surface of the base, and An impermeable sheet will be laid in the management facility groove, and a wide impermeable tape will be stretched across the drain pipe or branch pipe, and impermeable material will be placed around the periphery of the foundation and in low-lying areas. In the surface treatment process of the base on which the adhesive sheet is stretched, drain pipes or branch pipes are installed horizontally in the management groove, the slope of this branch pipe is approximately 1% or less, and the number of branch pipes is reduced in low-lying areas. many,
The method for creating green soil is characterized by comprising a piping process in which branch pipes are installed horizontally around the periphery of the base and one end of the drain pipe is connected to a water collection basin, and a process in which sand and bed soil are piled up in a predetermined column shape.
JP38985A 1985-01-08 1985-01-08 Construction of green soil Granted JPS61162603A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP38985A JPS61162603A (en) 1985-01-08 1985-01-08 Construction of green soil

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP38985A JPS61162603A (en) 1985-01-08 1985-01-08 Construction of green soil

Publications (2)

Publication Number Publication Date
JPS61162603A true JPS61162603A (en) 1986-07-23
JPH0259888B2 JPH0259888B2 (en) 1990-12-13

Family

ID=11472442

Family Applications (1)

Application Number Title Priority Date Filing Date
JP38985A Granted JPS61162603A (en) 1985-01-08 1985-01-08 Construction of green soil

Country Status (1)

Country Link
JP (1) JPS61162603A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03224583A (en) * 1990-01-30 1991-10-03 Riyokuei Kensetsu Kk Green structure for golf having underground reservoir

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03224583A (en) * 1990-01-30 1991-10-03 Riyokuei Kensetsu Kk Green structure for golf having underground reservoir

Also Published As

Publication number Publication date
JPH0259888B2 (en) 1990-12-13

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