JPS62112804A - Construction of sports field - Google Patents

Construction of sports field

Info

Publication number
JPS62112804A
JPS62112804A JP25550985A JP25550985A JPS62112804A JP S62112804 A JPS62112804 A JP S62112804A JP 25550985 A JP25550985 A JP 25550985A JP 25550985 A JP25550985 A JP 25550985A JP S62112804 A JPS62112804 A JP S62112804A
Authority
JP
Japan
Prior art keywords
layer
water
sports field
construction
sports
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
JP25550985A
Other languages
Japanese (ja)
Other versions
JPH0559205B2 (en
Inventor
吉崎 満雄
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.)
YOSHIZAKI GIJUTSU KENKYUSHO KK
Original Assignee
YOSHIZAKI GIJUTSU KENKYUSHO 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 YOSHIZAKI GIJUTSU KENKYUSHO KK filed Critical YOSHIZAKI GIJUTSU KENKYUSHO KK
Priority to JP25550985A priority Critical patent/JPS62112804A/en
Publication of JPS62112804A publication Critical patent/JPS62112804A/en
Publication of JPH0559205B2 publication Critical patent/JPH0559205B2/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、降雨、急嗜散水もすぐ餅抄等に使用でき、又
芝草を植栽して苛酷な踏圧にも芝草が4見られるスポー
ツフィールドの造成方法に関するもので、スポーツフィ
ールドとは、例えばゴルフ場、ラクヒー場、野球、サッ
カー、ローンテニス等の連動場のほか、学校の遅凱、・
巷、校庭および公園の広場、芝生地、通路等に第1」用
される。
Detailed Description of the Invention (Industrial Application Field) The present invention can be used for mochi-sho, etc. immediately after rainfall or sudden sprinkling of water, and can also be used for sports where turfgrass can be grown even under severe treading pressure. This relates to the construction method of fields, and sports fields include, for example, golf courses, playing fields, baseball, soccer, lawn tennis, etc., as well as school fields, etc.
It is primarily used for streets, schoolyards, park plazas, lawns, walkways, etc.

(従来の技術及びその間カ浜) 従来のスポーツグランドの自f゛土では、降雨、散水、
溢水直後は、ぬかるみ、水たまり、スリ7プなどのため
、ヌオーツ勉お・を中止したり、競技成績も本来のもの
か出せない。これに対[。
(Conventional technology and the area in between) In the conventional sports grounds, rainfall, watering,
Immediately after the flood, due to mud, puddles, slips, etc., students had to cancel their training sessions and their competition results were not as good as they should have been. In contrast to this [.

て、人工サーフニスでは、人体k ljへのjJ6’7
f、1伽撃とスリップ発熱事故がたえない。これfti
け4・ための天然芝住・グランドは、鋪述の支障は排除
できるものの表面を造る芝与をに待管理するのがむつか
しい。これらの共過するところは、地下への浸透水が過
剰に保鳴され、プレイによる踏圧で1力水の通路となる
非毛管孔隙はなくなり、芝草根部は酸欠状態とカリ、す
ぐに裸地化する。これらに関わる過剰水を可急的速やか
に排除しなけわはならなく、これらを解決する十分なも
のはない。
So, in artificial surf varnish, jJ6'7 to human body k lj
F. 1 and the slip heat accidents continue. This fti
4. Although the problem with natural grass living and grounds can be eliminated, it is difficult to maintain the grass that creates the surface. The common cause of these problems is that the water that seeps into the ground is excessively retained, and the non-capillary pores that serve as passageways for water disappear due to the treading pressure caused by play, and the roots of the turf grass are in an oxygen-deficient state and potash, and the ground quickly becomes bare. become The excess water associated with these needs to be removed as soon as possible, and there are no sufficient solutions to solve these problems.

(発明が解決するだめの手段と作用〕 本発明は種々の細光とμ作の結果、地下榊段として土壌
基盤γ防水性合成被材でおおい、基盤上への通水を防止
し、その上部に辿気兼抄水用のバイ7として、多目的有
孔バイ7を配し、その上部に透過排水層として、多孔質
の天然の軽石粒あるいに人工の多孔運骨材を使用すると
とKよって、通気、排水及び保水力のある地下部環境を
提供でき、芝草が植栽されている場合には丈夫な芝草が
発育し、踏圧に耐える天然芝生のスポーツフィールドが
提供される。
(Means and effects to be solved by the invention) As a result of various dim lighting and μ cultivation, the present invention covers the soil base γ waterproof synthetic covering as an underground sakaki stage, prevents water from flowing onto the base, and A multi-purpose perforated pipe 7 is arranged on the upper part as a pipe 7 for drafting and water extraction, and porous natural pumice grains or artificial porous transport aggregate are used as a permeation drainage layer on the upper part. Therefore, it is possible to provide an underground environment with good ventilation, drainage, and water retention, and if turfgrass is planted, strong turfgrass will grow, providing a natural turf sports field that can withstand tread pressure.

(実施例) 以下図面において本発明の計Jl+を説明する。(Example) The total Jl+ of the present invention will be explained below with reference to the drawings.

第1図は本発明によるゴルフ用グリーンの断面図である
。堀下げ深度は仕上り表面の高さKjって変るが基盤層
1t−決め、例えば4m間隔に溝を堀り、通気排水V溝
2とする。これら基盤層1と透気排水溝20底面に牌さ
0.5〜1.5藺の合成化学製品シートを密着敷設し防
水マット3とする。通気排水管満2には直径60〜10
0nの多目的有孔管4を入れる0その上の0層5け&2
0〜401m+軽石又は人工多孔質骨材を20〜301
の厚さで入れ、急速な排水層とする。その上部処ネット
又は繊維状敷物を敷設しろ倉6となし、C〜5への小粒
子の流入を防ぐ。
FIG. 1 is a sectional view of a golf green according to the present invention. Although the digging depth varies depending on the height Kj of the finished surface, it is determined by the base layer 1t, and grooves are dug at intervals of, for example, 4 m to form ventilation and drainage V grooves 2. A synthetic chemical product sheet with a thickness of 0.5 to 1.5 thick is closely laid on the base layer 1 and the bottom of the air-permeable drainage groove 20 to form a waterproof mat 3. Ventilation and drain pipes have a diameter of 60 to 10
Insert the 0n multi-purpose perforated pipe 4 and the 0 layer 5 and 2 above it.
0-401m + pumice or artificial porous aggregate 20-301m
to a thickness of 100 mL to form a rapid drainage layer. A net or fibrous mat is laid above it to form a filter tank 6 to prevent small particles from flowing into C-5.

その土汁・に?′i直径2〜5闘の軽石砂又は人工多孔
骨材f20〜25αの厚さで入れA#7となす。この人
ル、7の透水速度は1000冨菖/時間以上あるのが艮
・く、こぐ気層に畠んたミスト状松気系をなす。
That soil soup? Pumice sand or artificial porous aggregate with a diameter of 2 to 5 mm and a thickness of 20 to 25 α is poured into A#7. The water permeability rate of this person, 7, is more than 1000 iris/hour, forming a mist-like pine air system that grows in the air layer.

芝植物の和付けたスポーツフィールドに−rるたhKA
KIO3層部に即、檜物肩様鵞、保止資材を入れ10c
TILぐらいの深さで耕ユ1し表層を作る。A脂70衣
層部が芝草の当初の培養床全形成し、その透水速度は5
00〜1000m/時間?鞠準に仕上げる一芝翠を植え
付はゴルフグリーン表面に仕上げるまでに数回の目土に
より2〜5αのトアブソイル層8が形成されるので、バ
ッティングクォリティーは保持されk Wz+の安定性
も維持される一本トク1ソイルrvi sの透水性は3
00  fi/時間以上がよく、経時的な厚層化をさけ
るたkhK根椋的更fgTを縦紐する。
A sports field with Japanese grass plants - rutahKA
Immediately put cypress shoulder-like goose and retaining material in the 3rd layer of KIO and put 10 c.
Cultivate 1 layer to a depth of about TIL to create a surface layer. The A fat 70 coating layer forms the entire initial culture bed of turfgrass, and its water permeability rate is 5.
00~1000m/hour? When planting Ichishiba Midori to finish it on the golf green surface, a layer of 2-5α toab soil 8 is formed by adding soil several times before finishing it on the surface of the golf green, so the batting quality is maintained and the stability of kWz+ is maintained. The water permeability of Ippon Toku 1 Soil RVI s is 3
00 fi/hour or more is better, and to avoid thickening of the layer over time, tie khK Negura's fgT vertically.

これらのトップソイル鳥8ないしOi5:前記の仕様に
合歓させた造成によりて、粒子間の間隙が重力水下1移
11Jに資し地下用に滞水することがない。一方軽石あ
るいは人工多孔骨材の櫓する孔隙のために偽−水、伊肥
し2葦の1育に使用されうる〇 (発明の効果〕 このようにしたスポーツフィールドの地下構造の粒子自
身がもつ孔隙が多孔骨材を使用しているため、第1に過
剰水分によるフィールド又はサーフェス使用限界がなく
なり、常に良好々状態でプレイが可能と々りた。第2に
過剰水分による地下の紬め固まり、酸欠状態が回避され
、芝烏の主力が促進され、常にパッティングクオリテ・
−のよいコルクグリーンが形成された。
These top soils 8 to 5: By being constructed in accordance with the above specifications, the gaps between the particles are conducive to gravity water flow, and water does not stagnate underground. On the other hand, due to the pores of pumice or artificial porous aggregate, it can be used for the cultivation of artificial water, Ibishi, and 2 reeds. Because porous aggregate is used, firstly, there is no limit to the use of the field or surface due to excess moisture, and it is always possible to play in good condition.Secondly, the underground pongee hardening due to excess moisture. , oxygen deficiency is avoided, the main force of Shibakarasu is promoted, and the putting quality is always maintained.
A good cork green color was formed.

Claims (1)

【特許請求の範囲】 地下基盤を流排水可能とし、その上部を軽 石あるいは人工の多孔質骨材を用いて排水層とすること
を特徴とするスポーツフィールドの造成方法。
[Claims] A method for constructing a sports field, characterized in that an underground foundation is made to allow drainage, and the upper part thereof is made of pumice or artificial porous aggregate to form a drainage layer.
JP25550985A 1985-11-13 1985-11-13 Construction of sports field Granted JPS62112804A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP25550985A JPS62112804A (en) 1985-11-13 1985-11-13 Construction of sports field

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP25550985A JPS62112804A (en) 1985-11-13 1985-11-13 Construction of sports field

Publications (2)

Publication Number Publication Date
JPS62112804A true JPS62112804A (en) 1987-05-23
JPH0559205B2 JPH0559205B2 (en) 1993-08-30

Family

ID=17279739

Family Applications (1)

Application Number Title Priority Date Filing Date
JP25550985A Granted JPS62112804A (en) 1985-11-13 1985-11-13 Construction of sports field

Country Status (1)

Country Link
JP (1) JPS62112804A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03100202A (en) * 1989-09-12 1991-04-25 Nippon Hodo Co Ltd Permeable pseudogravel road pavement
JPH03224583A (en) * 1990-01-30 1991-10-03 Riyokuei Kensetsu Kk Green structure for golf having underground reservoir
JP2007085117A (en) * 2005-09-26 2007-04-05 Shinichiro Hayashi New civil engineering material and pavement having through-hole using it

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5143832A (en) * 1974-08-14 1976-04-14 Rainbau Gmbh Kyogijo oyobi undojonokansui oyobi haisuisochi

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5143832A (en) * 1974-08-14 1976-04-14 Rainbau Gmbh Kyogijo oyobi undojonokansui oyobi haisuisochi

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03100202A (en) * 1989-09-12 1991-04-25 Nippon Hodo Co Ltd Permeable pseudogravel road pavement
JPH03224583A (en) * 1990-01-30 1991-10-03 Riyokuei Kensetsu Kk Green structure for golf having underground reservoir
JP2007085117A (en) * 2005-09-26 2007-04-05 Shinichiro Hayashi New civil engineering material and pavement having through-hole using it

Also Published As

Publication number Publication date
JPH0559205B2 (en) 1993-08-30

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