JPH0738891B2 - Golf course green with underground oxygen blowing mechanism - Google Patents
Golf course green with underground oxygen blowing mechanismInfo
- Publication number
- JPH0738891B2 JPH0738891B2 JP63323099A JP32309988A JPH0738891B2 JP H0738891 B2 JPH0738891 B2 JP H0738891B2 JP 63323099 A JP63323099 A JP 63323099A JP 32309988 A JP32309988 A JP 32309988A JP H0738891 B2 JPH0738891 B2 JP H0738891B2
- Authority
- JP
- Japan
- Prior art keywords
- layer
- oxygen
- laid
- supply pipe
- soil
- 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 - Fee Related
Links
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 title claims description 33
- 229910052760 oxygen Inorganic materials 0.000 title claims description 33
- 239000001301 oxygen Substances 0.000 title claims description 33
- 238000007664 blowing Methods 0.000 title claims 2
- 239000002689 soil Substances 0.000 claims description 20
- 239000013589 supplement Substances 0.000 claims description 2
- 239000011148 porous material Substances 0.000 description 7
- 244000025254 Cannabis sativa Species 0.000 description 3
- 206010021143 Hypoxia Diseases 0.000 description 3
- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- 238000007596 consolidation process Methods 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 239000008262 pumice Substances 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 230000001502 supplementing effect Effects 0.000 description 2
- 208000024891 symptom Diseases 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- MYMOFIZGZYHOMD-UHFFFAOYSA-N Dioxygen Chemical compound O=O MYMOFIZGZYHOMD-UHFFFAOYSA-N 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 229910002092 carbon dioxide Inorganic materials 0.000 description 1
- 239000001569 carbon dioxide Substances 0.000 description 1
- 239000003610 charcoal Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 229910001882 dioxygen Inorganic materials 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
Landscapes
- Cultivation Of Plants (AREA)
- Road Paving Structures (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本発明は、地中より酸素を補給することによって芝草の
成育を良好な状態に保持し得るようにしたゴルフ場グリ
ーンに関するものである。Description: TECHNICAL FIELD The present invention relates to a golf course green capable of maintaining the growth of turfgrass in a good condition by supplementing oxygen from the ground.
(従来の技術およびその問題点) ゴルフ場のグリーンは、多くの人々によるはげしい踏圧
により、きつい土壌固結をきたし、そのため芝草の根圏
部分が酸欠状態となり、根腐れなどにより芝草が枯れる
という現象を生じている。(Prior art and its problems) The green on a golf course causes severe soil consolidation due to the heavy trampling by many people, which causes the rhizosphere part of the grass to become oxygen deficient and the grass to die due to root rot. Is occurring.
従来はこの種の土壌固結を緩和するため、床土構成をな
るべく砂質化したり、機械による穴あけにより土中の孔
隙をふやすことによって、土壌表面から酸素補給をして
いる。それにもかかわらず、ある期間使用すると固結は
進行し、芝草残渣の蓄積により孔隙が少くなり、酸素不
足をきたし芝生は根腐れ症状を呈し、植生密度の低下、
ひいては裸地化し、グリーンのパッティングクオリティ
ーが極度に低下するという問題点があった。Conventionally, in order to alleviate this type of soil consolidation, oxygen is replenished from the soil surface by making the bed soil composition as sandy as possible or by mechanically drilling the pores in the soil. Nevertheless, when used for a certain period of time, solidification progresses, the pores are reduced due to the accumulation of turfgrass residue, oxygen deficiency occurs, the lawn exhibits root rot symptoms, and the vegetation density decreases,
As a result, there was a problem that the quality of putting green became extremely low due to the bare land.
(問題点を解決するための手段) 本発明のゴルフ場グリーンは、芝生植生地の地下土壌構
造を多孔隙構成とし、該多孔隙構成層に酸素補給管を埋
設し、該酸素補給管より土中に酸素を補給し得るように
したことを特徴とする。(Means for Solving Problems) In the golf course green of the present invention, the underground soil structure of lawn vegetation has a pore structure, and an oxygen supply pipe is buried in the porous structure layer, and soil is supplied from the oxygen supply pipe. It is characterized in that it can be supplemented with oxygen.
本発明は、ゴルフ場グリーンの地下構成をごく多孔隙構
造にすることによって、はげしい踏圧による土壌固結を
軽減するとともに、地下に埋設した微細な孔隙を多数管
体に有する酸素補給管から吹き出す酸素によって、芝草
根圏部の酸素不足を補い、多湿期にも根腐れ症状を起さ
せず芝草の正常な生育を促し、良品質なパッティングク
オリティーを維持することができるようにしたものであ
る。INDUSTRIAL APPLICABILITY The present invention reduces the soil solidification due to a heavy trampling pressure by making the underground structure of the golf course green into a very porous structure, and the oxygen blown out from the oxygen supply pipe having a large number of fine pores buried underground in the pipe. By supplementing oxygen deficiency in the rhizosphere of the turfgrass, normal growth of turfgrass can be promoted without causing root rot symptoms even in a humid season, and good putting quality can be maintained.
(実施例) 以下、図面にて本発明の一実施例を詳細に説明する。Embodiment An embodiment of the present invention will be described in detail below with reference to the drawings.
第1図は本発明のグリーンの多孔隙な地下構成を説明す
るための断面模式図を示す。FIG. 1 shows a schematic cross-sectional view for explaining the green porous structure of the underground of the present invention.
図に示すように、完成グリーン表面から約60cmぐらいの
下面を基盤土1の面として設定し、1〜3%勾配にて排
水口に向けて傾斜をとる。この基盤土1面を不透水面2
とする方法としては、プラスチックシートなどのシート
を敷くとか、また単に表面を押し固めて固い不透水面を
形成する方法などによると良い。As shown in the figure, set the lower surface of about 60 cm from the surface of the completed green as the surface of the base soil 1, and incline toward the drain with a gradient of 1 to 3%. 1 surface of this foundation soil is impermeable to 2
As the method, it is preferable to lay a sheet such as a plastic sheet or simply press the surface to form a hard impermeable surface.
次に、基盤土1の上面に厚さ10cm位にごく粗い、例えば
径30mmぐらいの骨材、例えば軽石、砕石などをしき均
し、排水層3の一部(下層)とする。Next, an aggregate having a thickness of about 10 cm, for example, a diameter of about 30 mm, such as pumice and crushed stone, is spread on the upper surface of the base soil 1 to be a part (lower layer) of the drainage layer 3.
その上部に20〜30cm間隔に編んだワイヤーメッシュ4を
敷設し、酸素補給管5の固定材とする。酸素補給管5
は、特に限定されないが、好ましくは50ミクロン以下の
微細孔を管体に多数有する径10〜20mmの例えばミクロポ
ール管を用い、20〜30cm間隔にワイヤーメッシュ4と適
当間隙に固定する。A wire mesh 4 woven at intervals of 20 to 30 cm is laid on the upper part of the wire mesh 4 and used as a fixing material for the oxygen supply pipe 5. Oxygen supply pipe 5
Although not particularly limited, preferably, for example, a micropole tube having a diameter of 10 to 20 mm having a large number of fine pores of 50 microns or less in the tube body is used and fixed to the wire mesh 4 and an appropriate gap at an interval of 20 to 30 cm.
さらにワイヤーメッシュ4と酸素補給管5の上部に前記
排水層と同じ骨材を敷設し、上記の排水層と合せて排水
層3とする。Further, the same aggregate as the drainage layer is laid on the wire mesh 4 and the oxygen supply pipe 5, and the drainage layer 3 is combined with the above drainage layer.
この排水層3の上面に、目詰り防止の目的で目開き1〜
4mmのネットまたは繊維状物を敷いてネット層6を設け
る。ネット層6の上部に20cm厚さで孔隙の多い3〜15mm
径の礫を敷き詰め、芝草根圏およびホールカップ保持の
ためのB層7を形成する。B層7の上部が芝草9および
目土からなるA層8で、4〜5cmの厚みをもたせ、その
透水速度は500〜1000mm/hr以上を保たせるようにすると
良い。On the upper surface of the drainage layer 3, openings 1 to 1 are provided for the purpose of preventing clogging.
A net layer 6 is provided by laying a 4 mm net or fibrous material. The top of the net layer 6 is 20 cm thick and has a lot of pores 3-15 mm
The gravel of the diameter is spread and the B layer 7 for holding the grass grass zone and the hole cup is formed. The upper part of the B layer 7 is an A layer 8 composed of turfgrass 9 and soil so that it has a thickness of 4 to 5 cm, and the water permeation rate can be kept at 500 to 1000 mm / hr or more.
以上のように断面構造上、粒間孔隙に富み、地下からの
酸素供給がよくA、B層に至るようにしたため、多湿時
の酸素不足を補うことができる。As described above, the intergranular pores are abundant in the cross-sectional structure, and oxygen is well supplied from the underground to reach the A and B layers. Therefore, it is possible to supplement the oxygen deficiency during high humidity.
酸素供給源系としては、各酸素補給管を数ケ所とり出
し、酸素ボンベ又はブロワー、コンプレッサー等にて酸
素を供給するとよい。しかしながら、酸素ガスの代わり
に空気を送入しても良いことは勿論である。As an oxygen supply source system, each oxygen supply pipe may be taken out at several places and oxygen may be supplied by an oxygen cylinder, a blower, a compressor or the like. However, it goes without saying that air may be sent instead of oxygen gas.
本発明は、基本的には芝草の植えられている植壌土の下
層を多孔層とし、この多孔層に排水層と酸素の補給層を
兼ねさせるとともに、この多孔層に酸素補給管を配置し
たものである。したがって、上記実施例において使用し
たネット層およびB層は必要に応じて省略しても良い。
また、B層および排水層の形成には、上記礫、軽石、砕
石などに限らず必要に応じて木炭、発泡プラスチックな
どを混入しても良い。また、酸素補給管を固定するため
のワイヤーメッシュ4の代わりにラスメタルやプラスチ
ックネットを使用しても良い。In the present invention, basically, a lower layer of planting soil in which turfgrass is planted is a porous layer, and this porous layer also serves as a drainage layer and an oxygen supply layer, and an oxygen supply pipe is arranged in this porous layer. Is. Therefore, the net layer and the B layer used in the above embodiments may be omitted if necessary.
Further, in forming the B layer and the drainage layer, not only the above-mentioned gravel, pumice, crushed stone, etc., but charcoal, foamed plastic, etc. may be mixed if necessary. Further, a lath metal or a plastic net may be used instead of the wire mesh 4 for fixing the oxygen supply pipe.
(発明の効果) 本発明のゴルフ上グリーンは上記のような施工構造とし
たことによって、地下が多孔隙構成のため、過剰水はよ
く排出され、地下部根系に有害な二酸化炭素などのガス
の代りに酸素が供給されるので、芝草が根腐れを起さず
良好に成育し、良好なパッティングクオリティーが維持
できる。(Effects of the Invention) The golf green of the present invention has the construction structure as described above, and since the underground has a porous structure, excess water is often discharged, and gas such as carbon dioxide, which is harmful to the underground root system, is generated. Since oxygen is supplied instead, turfgrass grows well without root rot, and good putting quality can be maintained.
第1図は本発明の一実施例を示す断面模式図である。 図中 1……基盤土 2……不透水面 3……排水層 4……ワイヤーメッシュ 5……酸素補給管 6……ネット層 FIG. 1 is a schematic sectional view showing an embodiment of the present invention. In the figure 1 …… Base soil 2 …… Impermeable surface 3 …… Drainage layer 4 …… Wire mesh 5 …… Oxygen supply pipe 6 …… Net layer
Claims (3)
成する基盤土1の上面に骨材を敷き、その上面にワイヤ
ーメッシュ4を敷設し、該ワイヤーメッシュ4上に多数
の微細孔を有する酸素補給管5を固定し、その上部に骨
材を敷いて前記骨材層とともに排水層を形成し、更に該
排水層の上に目詰まり防止用のネット層6を設け、その
上部に礫を敷き、その上部に芝生植生用土層を設け、前
記酸素補給管5より土中に酸素を補給し得るようにした
ことを特徴とする地下酸素吹込機構を備えたゴルフ場グ
リーン。1. An aggregate is laid on the upper surface of a base soil 1 forming a water-impermeable surface for drainage having a gradient of 1 to 3%, a wire mesh 4 is laid on the upper surface, and a large number of wire mesh 4 are laid on the wire mesh 4. An oxygen supply pipe 5 having fine holes is fixed, an aggregate is laid on the top of the oxygen supply pipe 5 to form a drainage layer together with the aggregate layer, and a net layer 6 for preventing clogging is provided on the drainage layer. A golf course green provided with an underground oxygen blowing mechanism, in which gravel is laid on the upper portion, and a lawn vegetation soil layer is provided on the upper portion so that oxygen can be supplied to the soil from the oxygen supply pipe 5.
成する基盤土1の上面に径30mm程度の骨材を敷き、その
上面にワイヤーメッシュ4を敷設し、該ワイヤーメッシ
ュ4を利用して該ワイヤーメッシュ4上に50ミクロン以
下の微細孔を多数有する径10〜20mmの酸素補給管5を固
定し、その上部に骨材を敷いて前記骨材層とともに排水
層を形成し、更に該排水層の上に目詰まり防止用の目開
き1〜4mmのネット層6を設け、その上部に3〜15mm径
の礫を敷き、その上部に芝生植生用土層を設け、前記酸
素補給管5より土中に酸素を補給し得るようにしたこと
を特徴とする特許請求の範囲第1項記載のゴルフ場グリ
ーン。2. An aggregate having a diameter of about 30 mm is laid on the upper surface of a base soil 1 forming a water-impermeable surface for drainage having a gradient of 1 to 3%, and a wire mesh 4 is laid on the upper surface, and the wire mesh 4 Is used to fix an oxygen supply pipe 5 having a diameter of 10 to 20 mm having a large number of fine holes of 50 microns or less on the wire mesh 4, and an aggregate is laid on the oxygen supply pipe 5 to form a drainage layer together with the aggregate layer. Further, a net layer 6 having an opening of 1 to 4 mm for preventing clogging is provided on the drainage layer, a gravel having a diameter of 3 to 15 mm is laid on the net layer 6, and a soil layer for lawn vegetation is provided on the top of the net layer to supplement the oxygen. The golf course green according to claim 1, wherein oxygen is supplied to the soil from the pipe 5.
コンプレッサーに接続されていることを特徴とする特許
請求の範囲第1項又は第2項記載のゴルフ場グリーン。3. The oxygen supply pipe 5 is an oxygen cylinder or blower,
The golf course green according to claim 1 or 2, wherein the golf course green is connected to a compressor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63323099A JPH0738891B2 (en) | 1988-12-21 | 1988-12-21 | Golf course green with underground oxygen blowing mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63323099A JPH0738891B2 (en) | 1988-12-21 | 1988-12-21 | Golf course green with underground oxygen blowing mechanism |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02168977A JPH02168977A (en) | 1990-06-29 |
| JPH0738891B2 true JPH0738891B2 (en) | 1995-05-01 |
Family
ID=18151063
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63323099A Expired - Fee Related JPH0738891B2 (en) | 1988-12-21 | 1988-12-21 | Golf course green with underground oxygen blowing mechanism |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0738891B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07108160B2 (en) * | 1992-10-05 | 1995-11-22 | 正春 北村 | Training management method on golf course green |
| KR100809006B1 (en) * | 2007-01-16 | 2008-03-05 | 길인환 | Concrete Pavement Method |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5925621A (en) * | 1982-08-04 | 1984-02-09 | 日本緑営株式会社 | Ventilation of turf |
| JPS60156806A (en) * | 1984-01-25 | 1985-08-17 | 株式会社岸煉 | Green of golf field |
| JPS62102342U (en) * | 1985-12-17 | 1987-06-30 |
-
1988
- 1988-12-21 JP JP63323099A patent/JPH0738891B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02168977A (en) | 1990-06-29 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |