JPS6335902A - Laminated united sports soil ground - Google Patents

Laminated united sports soil ground

Info

Publication number
JPS6335902A
JPS6335902A JP17948686A JP17948686A JPS6335902A JP S6335902 A JPS6335902 A JP S6335902A JP 17948686 A JP17948686 A JP 17948686A JP 17948686 A JP17948686 A JP 17948686A JP S6335902 A JPS6335902 A JP S6335902A
Authority
JP
Japan
Prior art keywords
soil
ground
sports
chloride
solidified
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
JP17948686A
Other languages
Japanese (ja)
Inventor
弘一 松井
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.)
MEITAKU ARUKON KK
Original Assignee
MEITAKU ARUKON 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 MEITAKU ARUKON KK filed Critical MEITAKU ARUKON KK
Priority to JP17948686A priority Critical patent/JPS6335902A/en
Publication of JPS6335902A publication Critical patent/JPS6335902A/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】 (産業上の利用分野) 本発明は土壌地盤に関し、特にテニスコート、野球場、
ゴルフ場、遊歩道、サイクリングコース等の各種スポー
ツ地盤に適する新設又はKJ修のいずれでも実施可能な
積層一体スポーツ土壌地vtに関する。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to soil, particularly tennis courts, baseball fields,
This invention relates to a laminated integrated sports soil VT that is suitable for various sports grounds such as golf courses, promenades, and cycling courses, and can be implemented either in new construction or KJ repair.

(背景技術) 従来、セメントラ混入転圧した固化土壌地盤が道路、駐
車場、公園等々に使われる一方、例えば施工厚15〜2
0センチメートルノ上記ト同様の/l−の固化土壌地盤
がスポーツ土壌地盤として使われていた。
(Background technology) Conventionally, compacted soil ground mixed with cement la is used for roads, parking lots, parks, etc.
A solidified soil base of 0cm/l- similar to the above was used as a sports soil base.

このスポーツ土壌地盤は、土壌の感触を残存し、比較的
耐久性を持ち、雨上り直後の除水を行うことにより使用
可能となる等の利点を有していたが、−万では次のよう
な問題点を残していた。即ち、土壌の感触を残すとはい
え、道路の如き硬さの故に、スポーツ土壌地盤としては
硬過ぎる感を否定し得ない。また、土壌地盤中の水分が
冬場に氷霜凍結して、表面部分が崩壊することにより、
補修までの間使用不能に陥る。
This sports soil ground had the advantages of retaining the feel of soil, being relatively durable, and being usable by removing water immediately after the rain. It left a problem. That is, although it retains the feel of soil, it cannot be denied that it feels too hard for sports soil because it is as hard as a road. In addition, moisture in the soil freezes in winter, causing the surface to collapse.
It will be unusable until it is repaired.

更に、土壌固化に時間を要するが、工・1[には短時間
処理が要求されるので、完全固化liqに表面仕上げに
行わざるを得す、固化後の凹凸部の発生を仲々防止し難
<、またその;+Ii 修も同等の設備、時間、作業?
必要とするため持にスポーソ施設の繁忙期には大きなネ
ックとなっていた。
Furthermore, it takes time to solidify the soil, but as process 1 requires a short treatment time, it is necessary to finish the surface after complete solidification, and it is difficult to prevent the occurrence of uneven areas after solidification. <、Also;+Ii Does Osamu have the same equipment, time, and work?
This was a major bottleneck during the busy season for sports facilities.

(発明の目的) 本発明は、このような従来のスポーツ土壌地盤の欠点に
鑑みてなされたもので、特に、スポーツ土壌地盤として
適度の硬さを有して、雨上り直後の使用を可能にし、仕
上り良好で、土壌地盤の維持、管理も簡易化したスポー
ツ土壌地盤を提供せんとするものである。
(Object of the Invention) The present invention was made in view of the drawbacks of the conventional sports soil, and in particular, it has an appropriate hardness as a sports soil and can be used immediately after rain. The purpose of the present invention is to provide sports soil that has a good finish and is easy to maintain and manage.

(発明の構成) 本発明はかかる発明の目的に則して、鋭意研究を重ねた
結果、これを上下二層の積層一体止せしめたものとする
とともに、下層を従来と同等の同化地盤とし、上層を半
固化状に改良した改良地盤とし、この上層改良地盤を露
出地盤としたものであって、即ち、本発明は、セメント
及び塩化物を混入転圧して現場土壌を固化せしめた下層
固化地盤上に、塩化物、水及び必要に応じて少量のセメ
ントラ混入転圧して現場土壌な半固化状に改良した平滑
上層改良地盤を一体的に積層形成し、該上層改良地盤を
露出地盤としてなることを特徴とする積層一体スポーツ
土壌地盤を要旨として完成したものである。
(Structure of the Invention) In accordance with the purpose of the invention, as a result of intensive research, the present invention has been made to laminate the upper and lower two layers in one piece, and the lower layer is made of an assimilated ground equivalent to the conventional one, The upper layer is improved ground that has been improved to a semi-solidified state, and this upper layer improved ground is exposed ground. That is, the present invention is a lower layer solidified ground that has been mixed with cement and chloride and compacted to solidify the site soil. On top of this, a smooth upper layer of improved ground that has been improved to a semi-solidified on-site soil by rolling compaction with chloride, water, and a small amount of cementola mixed in as necessary is formed, and the upper layer of improved ground becomes exposed ground. It was completed with the gist of a laminated integrated sports soil featuring the following features:

本発明における下層固化地盤はセメント及び塩化物を用
い、水とともにこれを混入転圧して現場土壌を固化させ
たものが用いられる。即ち。
The lower layer of solidified ground in the present invention uses cement and chloride, which are mixed together with water and compacted to solidify the soil at the site. That is.

現場土壌の土質に合せて例えば、土壌lFF1jに対し
てセメント100〜zoox9.塩化カルシウム、塩化
カリウム、塩化ナトリウム等の単独又は複数による塩化
物10〜20に7及び本を混入転圧して形成される。こ
の際、その配合比率は、土質成分、施工厚等により異な
り、また水の量は土壌含水率によって定められる。
Depending on the soil quality of the site soil, for example, cement 100~zoox9. It is formed by mixing 10 to 20 chlorides, such as calcium chloride, potassium chloride, sodium chloride, etc., singly or in combination with 10 to 20 chlorides, and pressing them together. At this time, the mixing ratio varies depending on the soil composition, construction thickness, etc., and the amount of water is determined depending on the soil moisture content.

その工程は、例えば施工厚相当分の厚さ土壌の掘削、攪
拌による粉体化、上層改良地盤分の土壌の分離仮転圧、
セメント散布及び攪拌混入、塩化物水溶液の散布、攪拌
混入、転圧による土壌締め固め、散水、養生による。
The process includes, for example, excavating the soil to a thickness equivalent to the construction thickness, pulverizing it by stirring, separating and temporarily compacting the soil for the upper layer of improved ground,
By spreading and stirring cement, spraying and stirring chloride aqueous solution, soil compaction by compaction, watering, and curing.

土壌ノ粉体化は、スタビライザー、耕運機等により一般
には、繰り返して行えばよいが、相当程度の粉体化がな
されるべきで、土塊が残存すれば、この部分には、セメ
ント等が均一混入し得す、充分な固化が行い難い。セメ
ント散布は上記10〜20に9のセメントを粉体化した
土壌上に散布後グレーダ−等により攪拌混入する。
In general, soil can be pulverized repeatedly using a stabilizer, cultivator, etc., but a considerable degree of pulverization should be achieved, and if any lumps of soil remain, cement, etc. should be uniformly mixed into this area. However, sufficient solidification is difficult to achieve. Cement is sprinkled on the soil prepared by pulverizing the cement in steps 10 to 20 to 9 above, and then stirring and mixing with a grader or the like.

塩化物は一般には予め水溶液化したものが用いられ、通
常その濃度は数重債パーセント又はそれ以下のものとす
るのが好ましい。この散布は散水車、タイヤローラー等
によりなるべく均一に含浸させるのがよい。そして、塩
化物は、例えば、Cacl、、 −2H2O25〜40
 W%、Kc130〜50W%、Nacl 15〜40
 W%のように一般には複数混合して用いるが、更にこ
れに他の塩化物等無機材料を添加してもよく、土質に合
わせて土壌固化地盤の形成に最適なものが用いられ得る
。そして、転圧は土壌の締固めに適当な加圧力を有する
ローラーにより行う。その後の散水は、上記伝圧後孜時
間以内に散水車等により行うが、このとぎ更に転圧を行
えば、土壌固化地盤のクラック発生を防lヒし得る。養
生は、そのまま外力を加える二となく放置すればよいが
その期間はセメント等の混入比率により異なり、−膜内
には大略20時間以上を要する。なお、この養生期間後
更に必要に応じて表面平滑化を行うことも可能であるが
、この下層同化地盤は露出地盤でないので特に必要はな
い。
The chloride is generally used in the form of an aqueous solution, and the concentration is preferably several percent or less. It is preferable that this spraying be carried out as uniformly as possible using a water truck, tire roller, etc. And the chloride is, for example, Cacl, -2H2O25~40
W%, Kc130-50W%, Nacl 15-40
Generally, a mixture of two or more materials such as W% is used, but other inorganic materials such as chlorides may also be added to this, and the optimal material for forming a solidified soil base can be used depending on the soil quality. The rolling compaction is performed using rollers that have an appropriate pressing force for compacting the soil. The subsequent sprinkling of water is carried out using a water sprinkler or the like within the above-mentioned time period after the pressure transfer, but if this watering is followed by compaction, it is possible to prevent the occurrence of cracks in the solidified soil ground. For curing, it is sufficient to leave it as it is by applying an external force, but the period of curing varies depending on the mixing ratio of cement, etc. - It takes about 20 hours or more for the inside of the membrane. Note that after this curing period, it is possible to further smooth the surface if necessary, but this is not particularly necessary since the lower assimilated ground is not exposed ground.

このように形成された下層固化地盤の厚さは特に限定さ
hないが、施工厚の3〜9割程度、例えば施工厚を15
C111としたとき、5〜13C11程度が望ましい。
The thickness of the lower solidified ground formed in this way is not particularly limited, but it is approximately 30 to 90% of the construction thickness, for example, the construction thickness is 15%.
When C111 is used, about 5 to 13 C11 is desirable.

下層固化地盤上には、直接前記分離土壌を均一に載置、
仮転圧し、上記と同様の塩化物水溶液を散布混入し、転
圧による土壌締固め、平滑化、養生を行い、現場土壌を
半固化状に改良した上層改良地盤を形成する。これらの
工程は、前記下層固化地盤の工程に準じて、同様な機械
力を用いて行うことができる。
Directly and evenly place the separated soil on the lower solidified ground,
Temporary compaction is carried out, the same chloride aqueous solution as above is mixed in, and the soil is compacted by compaction, smoothed, and cured to form an upper layer of improved ground that improves the site soil to a semi-solidified state. These steps can be performed using similar mechanical force in accordance with the steps for the lower layer solidified ground.

この上層改良地盤に用いる塩化物及びその使用量は、大
略土壌1mに対して、10〜30に9でよく、この点は
下層固化地盤と同様であり、更にその具体的使用量は土
質或汁、施工11等により定められる。この際、土質に
よっては、土壌1771’に対して、10〜20に9の
セメントを1牧布するのが望ましいことがあるが、これ
は必要に応じて行えば良く、勿論必須不可欠ではない。
The amount of chloride used in this upper layer of improved ground may be approximately 10 to 30 to 9 per 1 m of soil, and this point is the same as that of the lower layer of solidified ground, and the specific amount used depends on the soil quality and soil. , Construction 11 etc. At this time, depending on the soil quality, it may be desirable to apply 1 to 10 to 20 of 9 cement to the soil 1771', but this may be done as needed and is of course not indispensable.

これは、塩化物自体に土壌の接着性があるためで、セメ
ントの接着性を併用しなくても上層の改良地盤において
土壌を半固化状とし得るためである。
This is because chloride itself has soil adhesion properties, and it is possible to semi-solidify the soil in the upper layer of improved ground without using the adhesion properties of cement.

この散布後必要あれば攪irを行い、充分に土壌I′c
混入せしめる。しかし、後述するように。
After this spraying, stir if necessary and thoroughly soil I'c.
Let it mix. However, as explained below.

この改良地盤は大略1〜5国厚でよいので、均一散布を
行えば攪拌を行わなくても充分に土壌に浸透し、混入を
行うことができる。転圧による土壌締固めはローラーで
行うが、この転圧で平滑な改良地盤としえないときは、
更に、長尺鋼材を車輌で引し・て、凹凸を除去して、更
に転圧を行う等の平滑化の工程全行うことが必要とされ
ることがある。
This improved ground may have a thickness of about 1 to 5 mm, so if it is uniformly spread, it can sufficiently penetrate and mix into the soil without stirring. Soil compaction by compaction is done using rollers, but if this compaction cannot make the improved ground smooth,
Furthermore, it may be necessary to carry out the entire smoothing process, such as pulling the long steel material with a vehicle, removing irregularities, and further performing rolling.

転圧は充分に行うことが望ましい。即ち、下層同化地盤
、上層平滑改良地盤は、共同同一の現場土壌を用い、且
つ、これに塩化物を混入しているので、上層の改良地盤
の形成時に塩化物は下層同化地盤に到達し、転圧を行う
ことによって、その一体止を促進させることができるか
らである。
It is desirable to perform sufficient compaction. In other words, the same site soil is used for the lower assimilated ground and the upper smooth improved ground, and chloride is mixed into it, so when the upper improved ground is formed, the chloride reaches the lower assimilated ground. This is because by performing rolling pressure, it is possible to promote the integral fixation.

上層の改良地盤は、極端に厚くする必要はなく1通常1
〜5cm程度、場合によればIOIIm程度の厚さとす
ればよい。
The improved ground in the upper layer does not need to be extremely thick.
The thickness may be approximately 5 cm, depending on the case, approximately IOIIm.

このように形成された上層の改良地盤はこれを露出地盤
とし、積層一体のスポーク土壌地盤が得られる。
The improved ground in the upper layer formed in this way is exposed ground, and a spoke soil ground with integral lamination is obtained.

一方、この積層一体スポーツ土壌地盤の形成の他の工程
として、予め上層改良地盤部分までを一度下層固化地盤
と同時に形成固化し、その後、この固化地盤中の上層改
良地盤分の厚さ分を削り取り、この削り取った土壌によ
り、上記と同様な工程による上層改良地盤の形成全行う
ことができる。この工程によると、比較的簡易に望まし
い改良地盤を得られ易いが、これは、同化地盤中に残存
する未反応のセメントが削り取った土壌中に分散し、少
量のセメントを用いたのと同様の接着効果を果すためと
予想される。
On the other hand, as another step in forming this laminated integrated sports soil ground, the upper layer improved ground is formed and solidified at the same time as the lower layer solidified ground, and then the thickness of the upper layer improved ground in this solidified ground is scraped off. With this scraped soil, it is possible to form the upper layer of improved ground through the same process as above. According to this process, it is relatively easy to obtain the desired improved ground, but this is because the unreacted cement remaining in the assimilated ground is dispersed in the scraped soil, and it is similar to using a small amount of cement. It is expected that this is because it has an adhesive effect.

従って、この場合、現場土壌自体は少量のセメントを添
加するのが望ましいときでも、この添加を不要として、
優れた改良地盤を得られる。
Therefore, in this case, even when it is desirable to add a small amount of cement to the site soil itself, this addition is unnecessary and
Excellent improved ground can be obtained.

実施例1 スタビライザーにより、表面から深さ2o側分の土壌を
粉体化するまで掘削、攪拌を行い、−il土壌を分離し
た。次いでこれをブルドーザで敷均した後ローラーで仮
転圧し、然る後、これに土壌in当りポルトランドセメ
ント200にりを1牧布し、スタビライザーで攪拌混合
した。
Example 1 A stabilizer was used to excavate and stir soil from the surface to a depth of 2o until it was pulverized, and -il soil was separated. Next, this was leveled with a bulldozer and temporarily compacted with a roller. Then, one cloth of Portland cement 200 paste was applied to this per inch of soil, and the mixture was stirred and mixed with a stabilizer.

これに対して、塩化カルシウム(Cacl□・2H,0
)40%、塩化カリウム(Kcl)30%、塩化ナトリ
ウム(Nacl ) 30%よりなる塩化物の水溶液(
a度2%)をタイヤローラーを用いて均−VC散布含浸
せしめ且つ土壌、ポルトランドセメント、塩化物の三種
混合をスタビライザーで行い、次いで二九?ローラーで
蹄固め仕上転圧し。
On the other hand, calcium chloride (Cacl□・2H,0
) 40%, potassium chloride (Kcl) 30%, and sodium chloride (NaCl) 30%.
Using a tire roller, the soil, Portland cement, and chloride were mixed together using a stabilizer. Finish and compact the hoof with a roller.

史;ここh iCC氷水した後24時間養生して工5礪
厚の下層固化地盤を形成した。
History: After applying hiCC ice water, it was cured for 24 hours to form a 5-cm thick lower layer of solidified ground.

その後、上記分離した土壌をこの下層固化地盤上にブル
ドーザで敷均して、ローラー転圧し、これに上記と同様
に、塩化力ルンウム40%、塩化カリウム30%、塩化
すl・リウム30%の塩化物水溶液(濃度2%)をタイ
ヤローラーにより均一に1牧布含浸し、これを良く土壌
と混合してローラーで締固め仕上転圧してテニスコート
用土壌地盤を得た。
Thereafter, the separated soil was leveled with a bulldozer on this lower layer of solidified ground and compacted with rollers, and in the same manner as above, 40% of chloride, 30% of potassium chloride, and 30% of sulfur and lithium chloride were added. A chloride aqueous solution (concentration 2%) was uniformly impregnated onto the grass cloth using a tire roller, and this was thoroughly mixed with the soil, compacted using a roller, and finished by rolling to obtain a soil base for a tennis court.

実施例2 一部土壌を分離することなく、全ての土壌?実施例1と
同様に固化せしめて20crn厚の固化地盤?形成し、
24時間養生した後、その表面をタイヤローラーに鉄材
を牽引せしめて、表面から5cIn厚分の固化地盤を削
りとり、残余の固化地盤上にその土壌を敷均し、実施例
1と同様に塩化物水溶液を散布含浸、混合、締固め仕上
転圧してテニスコート用土壌地盤を得た。
Example 2 All soil without separating some soil? Solidified ground with a thickness of 20 crn as in Example 1? form,
After curing for 24 hours, the surface was scraped off by a thickness of 5 cIn by using a tire roller to pull an iron material, and the soil was leveled on the remaining solidified ground and treated with chloride in the same manner as in Example 1. A soil base for a tennis court was obtained by spraying, impregnating, mixing, compacting and finishing with an aqueous solution.

その結果、いずれも半固化状に改良されたテニスに適当
な硬度?りする5函jIのスポーツ地盤とその下の15
cIn厚の下層固化地盤を得られたO 本発明は、以上の如くに例示説明したが、発明の要旨に
反しない限り様々に実施し得るので。
As a result, all of them have been improved to a semi-solid hardness that is suitable for tennis. 5 box jI sports ground and 15 below
Although the present invention has been exemplified and explained as above, it can be implemented in various ways as long as it does not go against the gist of the invention.

その具体的形成手段工程、上層改良地盤へのセメントの
要否、施工厚等☆は上記に限るものではない。
The specific formation method, process, necessity of cement on the upper layer improvement ground, construction thickness, etc. are not limited to the above.

(発明の効果) 本発明は、下層固化地盤上に、半固化状の平滑上層改良
地盤を一体的に積層形成し、この改良地盤を露出地盤と
したので、各種スポーツに適した適度な硬度が得られる
上土壌感触のスポーツ地盤が得られる。下層同化地盤は
強固の地盤であるため上層改良地盤が安定し、冬場の氷
霜凍結による改良地盤の補修も必要に応じて再ゞ   
、イ、□おやい。一つ−、71ヶオh&fよく、維持管
理が飛躍的に容易且つ短時間でできる。また下層同化地
盤は水分を吸収し難いので、上層の改良地盤に吸水した
場合でもその乾燥は比較的早く、雨上り後の使用も短時
間で再開できる。
(Effects of the Invention) In the present invention, a semi-solidified smooth upper layer improved ground is integrally layered on the lower layer solidified ground, and this improved ground is exposed, so that it has an appropriate hardness suitable for various sports. As a result, a sports ground with a soil feel can be obtained. Since the lower layer assimilated ground is strong, the upper layer improved ground is stable, and the improved ground can be repaired again as necessary due to ice and frost freezing in winter.
, I, □ Hey. One, 71 units of h&f, maintenance and management can be done dramatically easier and in a shorter time. In addition, since the lower layer of assimilated ground has difficulty absorbing water, even if water is absorbed into the upper layer of improved ground, it dries relatively quickly and can be resumed for use in a short period of time after the rain has stopped.

また、上下層とも同土質の土壌を用いることになるので
積層部分のなじみがよく一体化し易いO 本発明は以上の如く、スポーツ地盤として極めて優れた
効果を有する。
In addition, since the same soil quality is used for both the upper and lower layers, the laminated portions are easily integrated and are easily integrated.As described above, the present invention has extremely excellent effects as a sports ground.

Claims (1)

【特許請求の範囲】[Claims] セメント及び塩化物を混入転圧して現場土壌を固化せし
めた下層固化地盤上に、塩化物、水及び必要に応じて少
量のセメントを混入転圧して現場土壌を半固化状に改良
した平滑上層改良地盤を一体的に積層形成し、該上層改
良地盤を露出地盤としてなることを特徴とする積層一体
スポーツ土壌地盤。
Smooth upper layer improvement that improves the on-site soil to a semi-solidified state by mixing chloride, water, and a small amount of cement as necessary on the lower layer of solidified ground that has been mixed with cement and chloride and compacted to solidify the on-site soil. 1. A laminated integrated sports soil ground, characterized in that the ground is integrally laminated and the upper layer improved ground becomes exposed ground.
JP17948686A 1986-07-30 1986-07-30 Laminated united sports soil ground Pending JPS6335902A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17948686A JPS6335902A (en) 1986-07-30 1986-07-30 Laminated united sports soil ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17948686A JPS6335902A (en) 1986-07-30 1986-07-30 Laminated united sports soil ground

Publications (1)

Publication Number Publication Date
JPS6335902A true JPS6335902A (en) 1988-02-16

Family

ID=16066668

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17948686A Pending JPS6335902A (en) 1986-07-30 1986-07-30 Laminated united sports soil ground

Country Status (1)

Country Link
JP (1) JPS6335902A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60229984A (en) * 1984-04-27 1985-11-15 Nippon Soiru Kk Method of soil improvement

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60229984A (en) * 1984-04-27 1985-11-15 Nippon Soiru Kk Method of soil improvement

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