JPS63117780A - Banker of golf green - Google Patents

Banker of golf green

Info

Publication number
JPS63117780A
JPS63117780A JP26480286A JP26480286A JPS63117780A JP S63117780 A JPS63117780 A JP S63117780A JP 26480286 A JP26480286 A JP 26480286A JP 26480286 A JP26480286 A JP 26480286A JP S63117780 A JPS63117780 A JP S63117780A
Authority
JP
Japan
Prior art keywords
sand
bunker
hole
nonwoven fabric
rainwater
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
JP26480286A
Other languages
Japanese (ja)
Inventor
雄二 野村
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP26480286A priority Critical patent/JPS63117780A/en
Publication of JPS63117780A publication Critical patent/JPS63117780A/en
Pending 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) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 [発明の目的] (産業上の利用分野) 本発明は、特に傾斜部分に敷いた砂が雨水により流出し
ないように改良したゴルフ場のバンカーに関する。
DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] (Industrial Field of Application) The present invention particularly relates to a golf course bunker that is improved so that sand spread on a sloped portion will not be washed away by rainwater.

(従来の技術) ゴルフ場のバンカーは、通常は第3図に示すように、ヘ
アウェイに穴1を設け、この穴1内に砂2を入れてこの
砂を平らにならして造成されている。しかし、これでは
遠方からバンカーの位置を確認できないため、ホールに
よっては、第4図に示すようにバンカーを傾斜状に形成
して遠くからでもそのバンカーを見通すことができるよ
うに造成したものがある。
(Prior Art) Golf course bunkers are usually created by providing a hole 1 in the hairway, filling the hole 1 with sand 2, and leveling the sand, as shown in Figure 3. . However, this makes it impossible to confirm the location of the bunker from a distance, so some holes have the bunker sloped so that it can be seen from a distance, as shown in Figure 4. .

(発明が解決しようとする問題点) しかしながら、バンカーを傾斜状に形成すると、雨が降
った場合、雨水が砂2を浸透して穴1の基土の表面1a
に至り、その基土の表面1aを伝って低位側に流れるよ
うになる。この場合、雨量が多いと基土の表面1aを流
れる水量が多くなり、この結果、砂2が多回の雨水を含
んだ状態となって、特に傾斜部分の砂2が低位側に流動
して崩壊する。このように傾斜部分に盛ってあった砂が
崩壊すると、そのたびに砂2を傾斜部分にかきあげて元
の状態に戻さねばならない。しかも、その作業時に、穴
1の基土が砂2内に混入することがあり、バンカーショ
ト時に、クラブのヘッドが基土に含まれている小石に当
たって損傷する虞がある。
(Problem to be Solved by the Invention) However, if the bunker is formed in an inclined shape, when it rains, rainwater will penetrate the sand 2 and the surface 1a of the foundation of the hole 1.
, and begins to flow to the lower side along the surface 1a of the foundation. In this case, if there is a lot of rainfall, the amount of water flowing on the surface 1a of the foundation will increase, and as a result, the sand 2 will be in a state where it contains rain water many times, and the sand 2, especially on the slope, will flow to the lower side. Collapse. When the sand piled up on the slope part collapses in this way, the sand 2 must be scooped up the slope part to return it to its original state. Moreover, during this work, the base of the hole 1 may get mixed into the sand 2, and there is a risk that the head of the club will hit the pebbles contained in the base and be damaged when hitting a bunker shot.

そこで、本発明の目的は、雨水によって砂が流されるこ
とを極力防止することができるゴルフ場のバンカーを提
供するにある。
SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a bunker for a golf course that can prevent sand from being washed away by rainwater as much as possible.

[発明の構成〕 (問題点を解決するための手段) 本発明のゴルフ場のバンカーは、穴に不織布を敷き、こ
の不織布の上に砂を敷いたことを特徴とするものである
[Structure of the Invention] (Means for Solving the Problems) The golf course bunker of the present invention is characterized in that a nonwoven fabric is spread in the hole and sand is spread on the nonwoven fabric.

(作用) 雨が降ると、雨水は砂を浸透して穴の基土の表面に至る
。基土の表面まで浸透した雨水は、不織布の中を通って
低位側に流れるため、砂が雨水に流されることがなくな
る。
(Function) When it rains, rainwater permeates through the sand and reaches the surface of the foundation of the hole. Rainwater that permeates to the surface of the foundation flows through the nonwoven fabric to the lower level, preventing sand from being washed away by rainwater.

(実施例) 以下本発明の一実施例を第1図及び第2図に基づいて説
明する。
(Example) An example of the present invention will be described below based on FIGS. 1 and 2.

先ず第1図において、11は例えばラフ12の近くに設
けたバンカーで、これはヘアウェイ13に穴14を掘り
、そしてこの穴14内に不織布15を敷き、更にこの不
織布15の上に砂16を敷いて造成したものである。
First, in FIG. 1, 11 is a bunker installed near the rough 12, for example, by digging a hole 14 in the hairway 13, laying a non-woven fabric 15 in this hole 14, and then spreading sand 16 on top of this non-woven fabric 15. It was created by laying it down.

斯かるバンカー11において、穴14の最も低い部分に
は溝17を掘削し、この溝17内に有孔排水管18を砕
石19と共に埋め込んでいる。そして、穴14の基−L
の表面は、有孔排水管18に向かって傾斜しており、そ
の傾斜は特にラフ12側において急になっている。
In such a bunker 11, a groove 17 is excavated in the lowest part of the hole 14, and a perforated drainage pipe 18 is embedded in this groove 17 together with crushed stone 19. And the base of hole 14 - L
The surface thereof is inclined toward the perforated drain pipe 18, and the slope is particularly steep on the rough 12 side.

さて、前記不織布15は例えば厚さ51程度の帯状をな
すもので、この帯状の不織布15を第2図に示すように
複数枚側縁部が互いに重なり合うようにして基土の表面
に敷き、その重なり部分において第1図に示すようにア
ンカー20を打込んで穴14の基土に固定している。こ
の場合、不織布15の一部を穴14の外側に出し、その
出した部分を穴14の回りの芝土中に埋め込んでいる。
The nonwoven fabric 15 is, for example, in the form of a band with a thickness of about 51 cm. As shown in FIG. As shown in FIG. 1, an anchor 20 is driven into the overlapping portion and fixed to the base of the hole 14. In this case, a portion of the nonwoven fabric 15 is exposed outside the hole 14, and the exposed portion is embedded in the grass around the hole 14.

そして、前記砂16は、上述のように穴14内に敷いた
不織布15の上に15cm程度の厚さに敷かれている。
The sand 16 is spread to a thickness of about 15 cm on the nonwoven fabric 15 spread within the hole 14 as described above.

また第1図において、21はバンカー11とラフ12と
の間に設けたマウンドで、これは雨水がラフ12側から
バンカー1内に流れ込むことを防止するためのものであ
る。そして、前記穴4から外に出された不織布15のう
ち、このマウンド21中に埋め込まれた部分15aは、
外側にゆく惧ど(ラフ12側にゆくほど)土中に深く入
り込むように折返す如く埋められている。
Further, in FIG. 1, 21 is a mound provided between the bunker 11 and the rough 12, and this is for preventing rainwater from flowing into the bunker 1 from the rough 12 side. Of the nonwoven fabric 15 taken out from the hole 4, the portion 15a embedded in the mound 21 is
It is buried so that it goes deeper into the soil as it goes outward (toward the rough 12 side).

」二足のように構成したバンカー11において、雨が降
ると、雨水は砂16及び不織布15を浸透して基土の表
面に至る。基土の表面に至った雨水の一部は基」皿中に
浸み込むが、大部分の雨水は、不織布15の中を通って
低位側に流れ、そして最終的には釘孔排水管18内に流
入してバンカー11外に排出される。
'' When it rains in the bunker 11 configured like two legs, rainwater permeates through the sand 16 and the nonwoven fabric 15 and reaches the surface of the foundation. Some of the rainwater that reaches the surface of the foundation soaks into the foundation, but most of the rainwater flows through the nonwoven fabric 15 to the lower side, and finally to the nail hole drainage pipe 18. The fuel flows into the bunker 11 and is discharged to the outside of the bunker 11.

このように雨水は、砂16を浸透して不織布15中に浸
み込み、そして不織布15を一種の排水路としてこの不
織布15中を流れるので、砂16の排水性が良好となっ
て砂16が多量の雨水を含むことがなくなると共に、不
織布15の上に敷かれた砂16が雨水によって押し流さ
れることはない。従って、降水量が非常に多い場合はと
もかく、通常の降水量では、たとえラフ12側の急な傾
斜部分に敷かれた砂16であってもこれが崩壊する虞は
ない。また、降水量が多い場合には、傾斜部分の砂16
か抑流されることがあり、この場合には、砂16を傾斜
部分にかきあげて元の状態に戻す必要があるが、穴14
の基土の表面は不織布15により覆われているので、そ
の作業中に基土が砂16中に混入する虞はない。また本
実施例のように、マウンド21中に埋めた不織布15を
外側にゆくほど土中に深く入り込むように折返すように
したので、マウンド21中に浸み込んだ水はその折返さ
れた部分に案内されてバンカー11から遠ざかる方向に
流れ、バンカー11内に侵入することがなくなる。
In this way, rainwater permeates through the sand 16 and into the nonwoven fabric 15, and then flows through the nonwoven fabric 15 using the nonwoven fabric 15 as a kind of drainage channel, so that the drainage performance of the sand 16 is improved and the sand 16 is A large amount of rainwater is not contained, and the sand 16 spread on the nonwoven fabric 15 is not washed away by rainwater. Therefore, even if the amount of precipitation is very large, there is no risk that the sand 16 spread on the steeply sloped part on the rough 12 side will collapse under normal amounts of precipitation. In addition, if there is a lot of precipitation, sand 16 on the slope
In this case, it is necessary to scrape the sand 16 up the slope to return it to its original state.
Since the surface of the base soil is covered with the nonwoven fabric 15, there is no risk of the base soil getting mixed into the sand 16 during the work. Furthermore, as in this embodiment, since the nonwoven fabric 15 buried in the mound 21 is folded back so as to penetrate deeper into the soil toward the outside, the water that has seeped into the mound 21 is absorbed from the folded part. The water flows away from the bunker 11 and does not enter the bunker 11.

本発明者は、本発明が砂16の崩壊防+1−1: Q効
であることを実験によって確認した。本実験は、岐阜県
瑞浪市の東名カントリークラブの1つのバンカーを使用
して行った。このバンカーを2つに区画し、一方の区画
を本発明構成とし、他方の区画を従来構成とし、両区画
の砂の崩壊程度を昭和60年5月10から昭和61年4
月30口までの1年間にわたって観察した。その結果を
次表に示す。尚、上記1年について、その年間降水量は
2080mm、1ケ月の最大降水量は昭和60年6ノー
1の558羽、1日の最大降水量は昭和60年6月30
日の126 mm、1時間当りの最大降雨量は昭和60
年8月19日の41mm、lケ月の最多降雨日数は昭和
60年6月の17日であった。
The present inventor has confirmed through experiments that the present invention has a +1-1:Q effect on preventing the collapse of sand 16. This experiment was conducted using one bunker at the Tomei Country Club in Mizunami City, Gifu Prefecture. This bunker was divided into two sections, one section having the structure of the present invention and the other section having the conventional structure.
Observations were made over a period of 1 year up to 30 mouths per month. The results are shown in the table below. Regarding the above year, the annual precipitation was 2080 mm, the maximum precipitation in one month was 558 birds in 1985 6 no 1, and the maximum daily precipitation was June 30, 1985.
The maximum rainfall per hour was 126 mm per day in 1985.
On August 19, 1985, the rainfall was 41 mm, and the highest number of rainy days in a month was on June 17, 1985.

この実験結果から明らかなように、本発明が砂16の崩
壊防止上優れた効果を発揮することが理解される。
As is clear from this experimental result, it is understood that the present invention exhibits an excellent effect in preventing the collapse of the sand 16.

[発明の効果コ 以上説明したように、本発明のバンカーは、穴に不織布
を敷き、この不織布の上に砂を敷いた構成であるので、
降雨時、雨水は砂を浸透して、その下に存在する不織布
を排水路として低位側に流れるようになる。従って、砂
の排水性が良くなって多量の雨水を含むことがなくなる
ので、傾斜部分に敷かれた砂であっても、雨水により流
されて崩壊することを極力防止することができるという
優れた効果を奏するものである。
[Effects of the Invention] As explained above, the bunker of the present invention has a structure in which a nonwoven fabric is spread in the hole and sand is spread on the nonwoven fabric.
When it rains, rainwater permeates through the sand and flows to the lower side using the nonwoven fabric underneath as a drainage channel. Therefore, the drainage properties of the sand are improved and it does not contain a large amount of rainwater, so even if the sand is laid on a slope, it can be prevented from being washed away by rainwater and collapsing as much as possible. It is effective.

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

第1図及び第2図は本発明の一実施例を示すバンカーの
夫々縦断側面図及び平面図であり、また第3図及び第4
図は従来の夫々異なるバンカーを示す第1図相当図であ
る。 図中、11はバンカー、12はラフ、13はヘアウェイ
、14は穴、15は不織布、16は砂、18は宵孔俳水
管である。
1 and 2 are a longitudinal sectional side view and a plan view, respectively, of a bunker showing one embodiment of the present invention, and FIGS.
The figure is a diagram corresponding to FIG. 1 showing different conventional bunkers. In the figure, 11 is a bunker, 12 is a rough, 13 is a hairway, 14 is a hole, 15 is a nonwoven fabric, 16 is sand, and 18 is a water pipe.

Claims (1)

【特許請求の範囲】[Claims] 1、グランドに穴を設け、この穴に砂を敷いて造成した
ゴルフ場のバンカーにおいて、前記穴に不織布を敷き、
この不織布の上に前記砂を敷いたことを特徴とするゴル
フ場のバンカー。
1. In a golf course bunker created by creating a hole in the ground and spreading sand in the hole, a nonwoven fabric is spread in the hole,
A bunker for a golf course, characterized in that the sand is spread on the nonwoven fabric.
JP26480286A 1986-11-06 1986-11-06 Banker of golf green Pending JPS63117780A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26480286A JPS63117780A (en) 1986-11-06 1986-11-06 Banker of golf green

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26480286A JPS63117780A (en) 1986-11-06 1986-11-06 Banker of golf green

Publications (1)

Publication Number Publication Date
JPS63117780A true JPS63117780A (en) 1988-05-21

Family

ID=17408416

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26480286A Pending JPS63117780A (en) 1986-11-06 1986-11-06 Banker of golf green

Country Status (1)

Country Link
JP (1) JPS63117780A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007276835A (en) * 2006-04-07 2007-10-25 Risu Pack Co Ltd Container for packaging sealed with pressure-sensitive adhesive tape
JP2009538703A (en) * 2006-05-31 2009-11-12 クラーク,ケヴィン,エル. Bunker lining assembly
JP2013538309A (en) * 2010-09-17 2013-10-10 キャピラリー コンクリート アクチエボラグ Method and mixture for athletic site foundation
US10798892B2 (en) 2015-10-02 2020-10-13 Capillary Concrete, Llc Aerification system
US11746476B2 (en) 2019-11-25 2023-09-05 Capillary Concrete, Llc Subsurface irrigation system for a sports field

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007276835A (en) * 2006-04-07 2007-10-25 Risu Pack Co Ltd Container for packaging sealed with pressure-sensitive adhesive tape
JP2009538703A (en) * 2006-05-31 2009-11-12 クラーク,ケヴィン,エル. Bunker lining assembly
JP2013538309A (en) * 2010-09-17 2013-10-10 キャピラリー コンクリート アクチエボラグ Method and mixture for athletic site foundation
US10798892B2 (en) 2015-10-02 2020-10-13 Capillary Concrete, Llc Aerification system
US11746476B2 (en) 2019-11-25 2023-09-05 Capillary Concrete, Llc Subsurface irrigation system for a sports field

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