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JPS6128762B2 - - Google Patents
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JPS6128762B2 - - Google Patents

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Publication number
JPS6128762B2
JPS6128762B2 JP55009796A JP979680A JPS6128762B2 JP S6128762 B2 JPS6128762 B2 JP S6128762B2 JP 55009796 A JP55009796 A JP 55009796A JP 979680 A JP979680 A JP 979680A JP S6128762 B2 JPS6128762 B2 JP S6128762B2
Authority
JP
Japan
Prior art keywords
layer
water
pavement
surface layer
open
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
Application number
JP55009796A
Other languages
Japanese (ja)
Other versions
JPS56108402A (en
Inventor
Genzo Furukawa
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.)
Sumitomo Rubber Industries Ltd
Original Assignee
Sumitomo Rubber Industries Ltd
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 Sumitomo Rubber Industries Ltd filed Critical Sumitomo Rubber Industries Ltd
Priority to JP979680A priority Critical patent/JPS56108402A/en
Publication of JPS56108402A publication Critical patent/JPS56108402A/en
Publication of JPS6128762B2 publication Critical patent/JPS6128762B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は、天然ゴム、合成ゴムもしくは合成樹
脂等を主材とする弾性表層を備えたテニスコート
や競走用トラツク等の全天候性運動競技場用舗装
構造の改良に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to improvements in pavement structures for all-weather athletic fields, such as tennis courts and racing tracks, which have an elastic surface layer mainly made of natural rubber, synthetic rubber, or synthetic resin. It is.

近年、従来慣用されてきたアンツーカやクレー
等の土質運動競技場においては、多量の降雨時、
該土質の含水のため競技を一時中断するの止むな
き事態を招来するほか、雨の止んだ後も競技再開
まで長時間待機せざるをえないといつた競技場の
保守管理上の不便さがあつたので、これを解消す
べく、天然ゴムや合成ゴム等により非透水性の弾
性舗装を施した所謂全天候性運動競技場用舗装構
造(以下、単に全天候性舗装構造と呼ぶ)が提案
され、その保守管理が極めて容易であることや、
適度の弾性により競技者の脚部の疲れが少ないこ
となどの利点に対して斯界の注目をあつめてい
る。
In recent years, when there is a large amount of rainfall,
In addition to the unavoidable suspension of competition due to the water content of the soil, there are also inconveniences in terms of maintenance and management of the stadium, such as having to wait for a long time even after the rain has stopped before competition can resume. Therefore, in order to solve this problem, a so-called all-weather pavement structure for sports stadiums (hereinafter simply referred to as an all-weather pavement structure) was proposed, which is made of water-impermeable elastic pavement made of natural rubber, synthetic rubber, etc. Its maintenance management is extremely easy,
It is attracting attention in the industry for its advantages such as less fatigue in athletes' legs due to its moderate elasticity.

上記公知の非透水性弾性舗装構造は非吸水性で
除水操作も極めて容易であるという保守管理上の
利点を有する反面、小量の降雨時にも、例えばテ
ニスのごとく競技者がゴム底靴を着用する場合に
極めて滑り易く、また表面が非透水性弾性層で覆
われているため、夏季又は冬季には他中含有水分
の蒸発又は凍結に伴う膨脹圧により、前記弾性表
層が部分的に浮き上がる現象が生起する等の欠点
がある。これら欠点のうち、水漏れによる滑り易
さの問題は、前記弾性表層の表面を防滑構造とす
ることで或る程度は解決されるけれども、先述の
ような小量の降雨時にはむしろ土質舗装構造のほ
うが雨水を吸収するので有利であるとされてお
り、かかる土質舗装構造の利点を採り入れて、前
記非透水性弾性舗装構造に代えて、極く微細空孔
を内包した透水性弾性表層と、その下層に開粒度
アスフアルト・コンクリート層や粟石層等の透水
性基礎層とを形成し、さらに最下層の土床層に排
水構造を形成した全天候性舗装構造も提案されて
いる。(例えば、西独特許公告第1534345号参照) しかるに、上記のごとき透水性弾性表層一透水
性基礎層構造を採る場合、各層を透過した水分に
より、土床層が排水構造を形成されているとは云
え、軟弱となり、あるいは排水構造を通じて土砂
が流失するなどして該土床層の部分的陥没や構造
破壊を生じさせる結果となるほか、有効な排水構
造を形成するための高価で手間のかかる作業を必
要とし、また前記透水性弾性表層の微細空隙から
水分と一緒に微細塵埃が侵入して目詰りを起こ
し、軈て透水性能を消失させてしまう。さらに、
該透水性弾性表層を形成する弾性粒状物(ゴムチ
ツプ)は、該表層の性能上、各粒状物間に微細空
隙を形成しなければならないから、該粒状物相互
の結合力がそれだけ弱くなり、そのためプレーヤ
ーの激しい動きによに該表層から剥落し飛散し易
いうえ、仮令、舗装構造全体が透水性にされてい
るとは云え、雨水が完全に下方まで透過してしま
うことはなく、前記透水性表層の空隙には浸透し
た水分が幾分かは残留するため、プレーヤー等の
踏圧により、該残留水分が再び表面に滲出して水
濡れ状態を再現してしまう等の欠点がある。
Although the above-mentioned known water-impermeable elastic pavement structure has the advantage of being non-water-absorbing and extremely easy to remove water, it also has the advantage of being extremely easy to remove water. It is extremely slippery when worn, and the surface is covered with a water-impermeable elastic layer, so in summer or winter, the elastic surface layer partially lifts due to the expansion pressure caused by the evaporation or freezing of the moisture contained inside. There are disadvantages such as the phenomenon that occurs. Among these drawbacks, the problem of slipperiness due to water leakage can be solved to some extent by making the surface of the elastic surface layer anti-slip, but in the case of a small amount of rainfall as mentioned above, the problem of slipperiness due to water leakage can be solved to some extent. It is said that this type of pavement is more advantageous because it absorbs rainwater.In order to take advantage of this soil pavement structure, instead of the non-water permeable elastic pavement structure, a water permeable elastic surface layer containing extremely fine pores and its An all-weather pavement structure has also been proposed in which a permeable foundation layer such as an open-grained asphalt concrete layer or a millet layer is formed as the lower layer, and a drainage structure is formed in the lowest soil layer. (For example, see West German Patent Publication No. 1534345.) However, when adopting the above-mentioned structure with a permeable elastic surface layer and a permeable foundation layer, the soil bed layer forms a drainage structure due to the water that permeates through each layer. However, this may result in partial collapse or structural failure of the soil bed layer due to weakening or the washing away of soil through the drainage structure, as well as expensive and labor-intensive work to form an effective drainage structure. In addition, fine dust and water enter through the fine pores of the water-permeable elastic surface layer, causing clogging and eventually causing loss of water-permeable performance. moreover,
The elastic granules (rubber chips) that form the water-permeable elastic surface layer must form fine voids between each granule in order to improve the performance of the surface layer, so the bonding force between the granules becomes weaker. It is easy to peel off and scatter from the surface layer due to the intense movement of players, and even though the entire pavement structure is made permeable, rainwater does not completely permeate downward, and the water permeability Since some of the water that has permeated remains in the voids in the surface layer, there are drawbacks such as the residual water oozing out to the surface again due to pressure from a player or the like, reproducing a wet state.

一方、表層を非透水性弾性構造とした公知の競
技場表面の場合、透水性弾性表層における上述の
ごとき欠点はない代わりに、先述した通り該表層
の部分的浮き上がり現象の問題点がある。
On the other hand, in the case of a known stadium surface whose surface layer has a water-impermeable elastic structure, it does not have the above-mentioned drawbacks of a water-permeable elastic surface layer, but has the problem of partial lifting of the surface layer as described above.

本発明は、かかる従来の全天候性舗装構造にお
ける欠点を解消し、接着性と通気性を兼ね備え、
真夏の強い日射や冬場の厳しい自然環境などの変
化の激しい日本の気候風土にもよくなじみ、構造
安定性・耐久性に優れた全天候性舗装構造、殊に
運動競技場用舗装構造を提案するもので、本発明
に係る全天候性舗装構造は、路床上に、粒調砕石
等よりなる路盤層と、地中水分の膨脹圧を吸収す
るのに充分な空隙を有する開粒度アスフアルト・
コンクリートもしくはセメント・コンクリートよ
りなる開放型舗装層と、天然ゴム、合成ゴムもし
くは合成樹脂を主材とし、ゴム粒子等の粒状弾性
体、その他無機充填剤を混入してなる非透水性弾
性表層とを順次積層されて構成されていることを
特徴とする。
The present invention eliminates the drawbacks of such conventional all-weather pavement structures, combines adhesion and breathability,
We propose an all-weather pavement structure with excellent structural stability and durability, especially for sports stadiums, which is well suited to Japan's rapidly changing climate such as strong sunlight in midsummer and harsh natural environment in winter. The all-weather pavement structure according to the present invention has a subgrade layer made of grain-sized crushed stone, etc. on the roadbed, and an open-grained asphalt layer having sufficient voids to absorb the expansion pressure of underground moisture.
An open pavement layer made of concrete or cement/concrete, and an impermeable elastic surface layer made of natural rubber, synthetic rubber, or synthetic resin as the main material, mixed with granular elastic bodies such as rubber particles, and other inorganic fillers. It is characterized by being constructed by sequentially laminating layers.

以下、本発明を添付図面の例示構造につき説明
すると、本発明に係る全天候性舗装構造(運動競
技場用)は、基礎となる上質の路床1上に、厚さ
約150mmないし300mmに形成された粒調砕石等より
なる路盤層2と、最大粒径約5mmないし20mmの骨
材とアスフアルトとを適度比率で混合され、微細
空隙を内包するように構成された所謂透水性開粒
度アスフアルト・コンクリート、もしくは前記骨
材とセメントとを適度比率で混合され、同様に微
細空隙を内包するように構成された透水性コンク
リートよりなる開放型舗装層3と、天然ゴム、合
成ゴム、もしくはエチレン・酢酸ビニル共重合樹
脂、アクリル樹脂、ウレタン樹脂、エポキシ樹脂
等の合成樹脂を主材とし、これにゴム粒子等の粒
状弾性体、その他無機充填剤を混入してなる非透
水性弾性表層4とを順次積層されて構成される。
Hereinafter, the present invention will be explained with reference to an exemplary structure shown in the accompanying drawings. The all-weather pavement structure (for sports stadiums) according to the present invention is formed to a thickness of about 150 mm to 300 mm on a high-quality subgrade 1 as a foundation. A so-called water-permeable open-grain asphalt concrete is constructed by mixing a roadbed layer 2 made of grain-sized crushed stone, etc., aggregate with a maximum grain size of about 5 mm to 20 mm, and asphalt in an appropriate ratio, and containing fine voids. or an open pavement layer 3 made of water-permeable concrete mixed with the aggregate and cement in an appropriate ratio and similarly configured to contain microscopic voids, and natural rubber, synthetic rubber, or ethylene/vinyl acetate. Main material is synthetic resin such as copolymer resin, acrylic resin, urethane resin, epoxy resin, etc., and a water-impermeable elastic surface layer 4 made of mixed granular elastic material such as rubber particles and other inorganic fillers is sequentially laminated. and configured.

前記開放型舗装層3は図示のごとく、前記粒径
範囲内で比較的に大径の骨材を用いた第1層3a
と、比較的に小径の骨材を用いた第2層3bとか
らなる2層構造とすることができ、全体として約
70mm厚みに形成されたが、本発明において該舗装
層3は適度の微細空隙を有し、開放型であること
が重要な要件である。
As shown in the figure, the open pavement layer 3 is a first layer 3a using aggregate having a relatively large diameter within the particle size range.
and a second layer 3b using relatively small-diameter aggregate, and the overall construction is approximately
Although the paving layer 3 was formed to have a thickness of 70 mm, it is an important requirement in the present invention that the pavement layer 3 has an appropriate amount of fine voids and is open.

非透水性弾性表層4は前記のごとく天然ゴム、
合成ゴム、合成樹脂を主材とするが、該弾性表層
の形成に際しては、それら主材をラテラツクスの
型で用いて塗装形成することができるほか、予め
所要厚みのシートの型に形成したものを、開放型
舗装層3上に接着剤層を介して積層形成すること
もできる。
As mentioned above, the water-impermeable elastic surface layer 4 is made of natural rubber,
The main materials are synthetic rubber and synthetic resin, but when forming the elastic surface layer, these main materials can be used in a latex mold and painted, or they can be formed in advance into a sheet mold of the required thickness. It is also possible to form a layer on the open pavement layer 3 via an adhesive layer.

前記非透水性弾性表層4は全体厚み約6mmに形
成れたが、図示例のものにおいて、粒状弾性体等
を混入されたゴムラテツクスを用いて約5mm厚み
に形成された基礎弾性層と、同様材料により前記
基礎弾性層の表面不陸を修正するための中間層
と、所望色彩に着色されたゴム系塗料により表面
仕上げを施した表面層とからなる3層構造に形成
された。
The water-impermeable elastic surface layer 4 was formed to have a total thickness of about 6 mm, but in the illustrated example, the base elastic layer 4 was formed to a thickness of about 5 mm using rubber latex mixed with granular elastic material, and the same material. Thus, a three-layer structure was formed consisting of an intermediate layer for correcting the surface unevenness of the base elastic layer, and a surface layer whose surface was finished with a rubber-based paint colored in a desired color.

本発明に係る全天候性運動競技場用舗装構造は
以上に説明した通り、殊に、適度の微細空隙を内
包する開放型舗装層3の上面に、天然ゴム、合成
ゴム、合成樹脂を主材とし、これにゴム粒子等の
粒状弾性体を混入してなる非透水性弾性表層4を
形成されているので、ソフトな弾力性を発揮する
ことは勿論のこと、雨水等が下層へ浸透すること
がないので、土質路床1が吸水により軟弱となつ
たり、土砂の流失により部分的陥没を生じる等の
構造不安定性が解消され、前記路床1に排水構造
を形成するといつた高価で手間のかかる作業を省
略できる。
As explained above, the all-weather pavement structure for sports stadiums according to the present invention is made in particular by using natural rubber, synthetic rubber, or synthetic resin as the main material on the upper surface of the open-type pavement layer 3 containing appropriate microscopic voids. Since this is formed with a water-impermeable elastic surface layer 4 made by mixing granular elastic bodies such as rubber particles, it not only exhibits soft elasticity but also prevents rainwater etc. from penetrating into the lower layer. Therefore, structural instability such as the soil subgrade 1 becoming soft due to water absorption or partial collapse due to washed away earth and sand is eliminated, and forming a drainage structure on the subgrade 1 is expensive and time-consuming. Work can be omitted.

さらに、非透水性弾性表層4の主材たるゴムラ
テツクスや接着剤層等の流動性材料が、その下層
の開放型舗装層3の空隙内に浸透し、該舗装層に
対してアンカーリング効果を発揮し、夏季におけ
る地中含有水分の蒸発に伴なつて、該弾性表層4
に部分的な浮き上り現象が発生するといつた不都
合な事態を防止することができる。
Furthermore, the fluid materials such as rubber latex, which is the main material of the water-impermeable elastic surface layer 4, and the adhesive layer penetrate into the voids of the open pavement layer 3 below, exerting an anchoring effect on the pavement layer. However, as the moisture contained in the ground evaporates in summer, the elastic surface layer 4
It is possible to prevent an inconvenient situation such as when a partial lifting phenomenon occurs.

前記地中含有水分の蒸発に伴なう膨脹圧はま
た、開放型舗装層3が微細空隙を内包しているの
で、該舗装層の側へ分散加圧される結果、前記弾
性表層4の部分的浮き上り現象を防止することも
できる。
The expansion pressure accompanying the evaporation of the moisture contained in the ground is also dispersed and pressurized toward the side of the open pavement layer 3 because it contains microscopic voids, and as a result, the elastic surface layer 4 is partially compressed. It is also possible to prevent the phenomenon of target floating.

なお、本発明舗装構造において、前記開放型舗
装層に用いられる開粒度アスフアルト・コンクリ
ートのアスフアルト含量を、通常、粗粒、密粒、
修正トペカ等の非透水性アスフアルト・コンクリ
ートにおけるアスフアルト含量は6%ないし8%
であるのに対して、4%ないし5%としたので、
真夏の強い日射に伴なう昇熱に対して充分に寸法
安定性を保証する。
In addition, in the pavement structure of the present invention, the asphalt content of the open-grained asphalt concrete used for the open pavement layer is usually set to coarse grain, dense grain,
Asphalt content in impermeable asphalt concrete such as modified Topeka is 6% to 8%.
However, since it was set at 4% to 5%,
It guarantees sufficient dimensional stability against the heat increase caused by strong sunlight in midsummer.

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

第1図は本発明の全天候性運動競技場用舗装構
造の一実施例を示す部分断面図である。 1……路床、2……路盤層、3……開放型舗装
層、3a……第1層、3b……第2層、4……非
透水性弾性表層。
FIG. 1 is a partial sectional view showing an embodiment of the all-weather pavement structure for an athletic stadium according to the present invention. 1... Roadbed, 2... Roadbed layer, 3... Open pavement layer, 3a... First layer, 3b... Second layer, 4... Impermeable elastic surface layer.

Claims (1)

【特許請求の範囲】[Claims] 1 路床上に、粒調砕石等よりなる路盤層と、地
中水分の膨脹圧を吸収するのに充分な空隙を有す
る開粒度アスフアルト・コンクリートもしくはセ
メント・コンクリートよりなる開放型舗装層と、
天然ゴム、合成ゴムもしくは合成樹脂を主材と
し、ゴム粒子等の粒状弾性体、その他無機充填剤
を混入してなる非透水性弾性表層とを順次積層さ
れて構成されていることを特徴とする全天候性運
動競技場用舗装構造。
1. On the roadbed, a roadbed layer made of granulated crushed stone, etc., and an open pavement layer made of open-grained asphalt concrete or cement concrete that has sufficient voids to absorb the expansion pressure of underground moisture;
It is characterized by being constructed by sequentially laminating natural rubber, synthetic rubber, or synthetic resin as the main material, and a water-impermeable elastic surface layer made of a granular elastic material such as rubber particles and other inorganic fillers mixed therein. Pavement structure for all-weather athletic fields.
JP979680A 1980-01-29 1980-01-29 Paving structure for alllweather stadium Granted JPS56108402A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP979680A JPS56108402A (en) 1980-01-29 1980-01-29 Paving structure for alllweather stadium

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP979680A JPS56108402A (en) 1980-01-29 1980-01-29 Paving structure for alllweather stadium

Publications (2)

Publication Number Publication Date
JPS56108402A JPS56108402A (en) 1981-08-28
JPS6128762B2 true JPS6128762B2 (en) 1986-07-02

Family

ID=11730156

Family Applications (1)

Application Number Title Priority Date Filing Date
JP979680A Granted JPS56108402A (en) 1980-01-29 1980-01-29 Paving structure for alllweather stadium

Country Status (1)

Country Link
JP (1) JPS56108402A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6145004A (en) * 1984-08-07 1986-03-04 日瀝化学工業株式会社 Construction of pavement in athletic field

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS529938A (en) * 1975-07-15 1977-01-25 Chiyoda Chem Eng Construct Co All weather type tennis court using porous asphalt
JPS5624043A (en) * 1979-08-03 1981-03-07 Japan Organo Co Ltd Preparation of drying agent by utilizing used anion exchange resin

Also Published As

Publication number Publication date
JPS56108402A (en) 1981-08-28

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