JPH11193503A - Elastic composite pavement material, and execution of work therewith - Google Patents

Elastic composite pavement material, and execution of work therewith

Info

Publication number
JPH11193503A
JPH11193503A JP36805697A JP36805697A JPH11193503A JP H11193503 A JPH11193503 A JP H11193503A JP 36805697 A JP36805697 A JP 36805697A JP 36805697 A JP36805697 A JP 36805697A JP H11193503 A JPH11193503 A JP H11193503A
Authority
JP
Japan
Prior art keywords
layer
load
intermediate layer
brick
surface layer
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
JP36805697A
Other languages
Japanese (ja)
Inventor
Toshiyuki Fujita
敏進 藤田
Atsushi Matsumura
敦司 松村
Isamu Koyama
勇 児山
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.)
JFE Refractories Corp
Original Assignee
Kawasaki Refractories Co 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 Kawasaki Refractories Co Ltd filed Critical Kawasaki Refractories Co Ltd
Priority to JP36805697A priority Critical patent/JPH11193503A/en
Publication of JPH11193503A publication Critical patent/JPH11193503A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To make pavement materials walkable with easiness satisfying feeling of walk to some extent and also to make the pavement materials durable. SOLUTION: The pavement material is in a three-layer structure constructed of a surface-side layer 2 that satisfies feeling of walk to some extent, a middle layer 3 and a bottom layer 4. The surface-side layer 2 is made of hard, strong, less elastic and heat-resistant material such as brick or concrete so that load received at the surface-side layer can be transmitted uniformly to the middle layer and the middle layer 3 is made of rubber material, foamed material or springs, or elastic body made up by combining the aforementioned three materials having cushioning property so that load transmitted from the surface- side layer can be deformed moderately while the bottom layer 4 is made up of a bearing material such as brick, concrete material or synthetic resin plate having no cushioning property for receiving cushioning load from the middle layer and no liableness to becoming deformed.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、土木分野における
道路、特に複合弾性舗道材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road in the field of civil engineering, and more particularly to a composite elastic pavement material.

【0002】[0002]

【従来の技術】従来、舗装として、弾性を有する舗装材
がテニスコートや競技場などで使用され、スポーツを愛
好する人々に歓迎されている。
2. Description of the Related Art Conventionally, as a pavement, a pavement material having elasticity has been used in a tennis court, a stadium, and the like, and is welcomed by sports lovers.

【0003】この弾性を有する舗装材は、古ゴムを破砕
したゴムチップにポリウレタンを結合材として使用して
いて、クッション性がよく、ソフトタッチなものであ
る。
[0003] This elastic pavement material has a good cushioning property and a soft touch by using polyurethane as a binder for rubber chips obtained by crushing old rubber.

【0004】[0004]

【発明が解決しようとする課題】しかし、クッション性
に富むため、荷重を受けた面だけが撓んだり、同じ体重
の人であっても、ハイヒールの場合にはかかとの面積が
少ないので、普通の靴よりも大きく撓み、普通の靴の場
合には小さな撓みとなって、歩行感に大きな差が生じて
いた。
However, due to the high cushioning property, only the surface on which the load is applied flexes, and even if the person has the same weight, the area of the heel is small in the case of high heels. The conventional shoes have a larger deflection, and the ordinary shoes have a small deflection, which causes a large difference in walking feeling.

【0005】また、重量物を置くと、その部分がへっこ
んで除去後も復元せず、さらにゴムや樹脂材なので、煙
草やマッチの火が落ちると、焼けこげて外観が損なわれ
るものであった。また、耐候性、耐水性についても、長
期的にはよくなく、さらに施工面でも下地調整等が必要
であった。
In addition, when heavy objects are placed, the parts are dented and cannot be restored after removal, and since they are made of rubber or resin, if the fire of cigarettes or matches falls, they burn and damage the appearance. there were. In addition, weather resistance and water resistance were not good in the long term, and further, ground adjustment and the like were necessary in terms of construction.

【0006】[0006]

【課題を解決するための手段】本発明は、上記のような
点に鑑みたもので、上記の課題を解決するために、一定
の歩行感が得られる上面層、中間層、下面層の三層構造
の舗道材であって、上記上面層として受け荷重を均等に
中間層に伝達できるように弾性が小さく、耐熱性のある
硬くて強度があるれんが、コンクリート材とし、中間層
として上記上面層から受けた荷重を適度な歪を生じるク
ッション性のあるゴム材、発泡体、スプリングまたはこ
れらを結合した弾性体とし、下面層として中間層のクッ
ションの荷重を受け止めるクッション性がなく、ほとん
ど歪みが生じないれんが、コンクリート材、合成樹脂板
等の支圧材で形成したことを特徴とする複合弾性舗道材
およびその施工法を提供するにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and has been made in consideration of the above-mentioned problems. A pavement material having a layered structure, wherein the upper surface layer is made of a hard and strong brick having low elasticity, heat resistance and heat resistance so that the received load can be evenly transmitted to the intermediate layer. Rubber material, foam, spring, or an elastic body that combines these materials with a cushioning property that generates a moderate strain from the load received from the body, and as a lower layer, there is no cushioning property to receive the load of the cushion of the intermediate layer, and almost distortion occurs It is an object of the present invention to provide a composite elastic pavement material characterized in that a brick is made of a supporting material such as a concrete material, a synthetic resin plate or the like, and a construction method thereof.

【0007】[0007]

【発明の実施の形態】本発明の複合弾性舗道材およびそ
の施工法は、一定の歩行感が得られる上面層、中間層、
下面層の三層構造の舗道材であって、上記上面層として
受け荷重を均等に中間層に伝達できるように弾性が小さ
く、耐熱性のある硬くて強度があるれんが、コンクリー
ト材とし、中間層として上記上面層から受けた荷重を適
度な歪を生じるクッション性のあるゴム材、発泡体、ス
プリングまたはこれらを結合した弾性体とし、下面層と
して中間層のクッションの荷重を受け止めるクッション
性がなく、ほとんど歪みが生じないれんが、コンクリー
ト材、合成樹脂板等の支圧材で形成することを特徴とす
る。
BEST MODE FOR CARRYING OUT THE INVENTION The composite elastic pavement material of the present invention and the method for constructing the same have a top layer, a middle layer,
A pavement material having a three-layer structure of a lower surface layer, which has a low elasticity, a heat-resistant hard and strong brick as the above-mentioned upper layer so that the received load can be evenly transmitted to the intermediate layer, and a concrete material, As a rubber material having a cushioning property, foam, spring or an elastic body that combines them, the load received from the upper layer as an appropriate strain is not cushioned to receive the load of the cushion of the intermediate layer as the lower layer, The brick is hardly distorted, but is formed of a supporting material such as a concrete material or a synthetic resin plate.

【0008】複合弾性舗装材1は、図1のように上面層
2と中間層3と下面層4の三層体を一体的に積層して形
成しているもので、荷重が点状でも、面状でも全面積で
受圧して衝撃を柔らかく吸収し、ゆっくり復元して歩行
感を常に一様にできるものである。
The composite elastic pavement material 1 is formed by integrally laminating three layers of an upper surface layer 2, an intermediate layer 3, and a lower surface layer 4 as shown in FIG. Even in the form of a plane, it receives pressure in the entire area, absorbs the impact softly, restores it slowly, and can always maintain a uniform walking sensation.

【0009】上面層2は、厚さ30〜40mmの受け荷重
を均等に中間層に伝達できるように、弾性が小さく、耐
熱性のある硬くて強度があるれんが、コンクリート材が
使用でき、曲げ強度80kgf/cm2 〜120kgf/cm2 の高
温で焼成した高強度の石器質れんが以上のものが好まし
い。必要により、着色してカラフルにもできる。
The upper layer 2 has a low elasticity, a heat-resistant hard and strong brick, a concrete material, and a flexural strength so that a receiving load having a thickness of 30 to 40 mm can be evenly transmitted to the intermediate layer. 80kgf / cm 2 ~120kgf / cm 2 strength of more than stoneware brick fired at high temperature is preferable. If necessary, it can be colored and colorful.

【0010】中間層3は、厚さ20〜25mmの上面層か
ら受けた荷重を適度な歪を生じるクッション性のあるゴ
ム材、発泡スチロールの発泡体、スプリングで形成でき
る。図2、図3のようにコイルスプリング5に優れた衝
撃吸収性と耐久性を有するエラストマー6を装着した複
合弾性体とするのが好ましい。コイルスプリング5は完
全防錆とし、また、繰り返し疲労が極小の強度とするの
が好ましい。この中間層3の耐久性は、全体で10年以
上にもできる。
The intermediate layer 3 can be formed of a rubber material having cushioning properties, styrofoam foam, or a spring that generates an appropriate distortion under a load received from the upper layer having a thickness of 20 to 25 mm. As shown in FIGS. 2 and 3, it is preferable to use a composite elastic body in which the coil spring 5 is provided with an elastomer 6 having excellent shock absorption and durability. It is preferable that the coil spring 5 be completely rustproof and have a strength that minimizes repeated fatigue. The durability of the intermediate layer 3 can be 10 years or more as a whole.

【0011】下面層4は、図1、図4のように厚さ3〜
5mmの中間層のクッションの荷重を受け止めるクッショ
ン性がなく、ほとんど歪みが生じないれんが、コンクリ
ート、塩化ビニルの合成樹脂板等の支圧材としている。
上記上面層の同一の高温で焼成した高強度の石器質れん
がの支圧板も使用できる。
The lower surface layer 4 has a thickness of 3 to 3 as shown in FIGS.
Brick that has no cushioning property to receive the load of the cushion of the intermediate layer of 5 mm and hardly causes distortion, but is used as a supporting material such as concrete or a synthetic resin plate of vinyl chloride.
A high-strength stone-ware brick supporting plate fired at the same high temperature of the upper layer can also be used.

【0012】このように上面層2が受けた荷重は、均等
に中間層3に伝達し、中間層3が一定量の歪を生じる。
そして、下面層4をクッション性がなく、ほとんど撓ま
なくしているため、上記中間層3の荷重を十分に受け、
中間層3に歪を十分に発生させるようにできるものであ
る。
The load received by the upper surface layer 2 is evenly transmitted to the intermediate layer 3, and the intermediate layer 3 generates a certain amount of strain.
Since the lower surface layer 4 has no cushioning property and is hardly bent, the lower layer 4 receives the load of the intermediate layer 3 sufficiently,
The strain can be sufficiently generated in the intermediate layer 3.

【0013】上記上面層2、中間層3、下面層4は、図
1のように一体的に積層したブロック体とするのが、サ
ンドクッション等の下地に敷くだけで容易に施工できて
好ましいが、施工現場で重ね合わせて一体的に積層する
こともでき、また施工面がコンクリート土間等の場合に
は、下面層4を省略することができる。
The upper layer 2, the intermediate layer 3, and the lower layer 4 are preferably formed as a block body integrally laminated as shown in FIG. 1 because it can be easily constructed simply by laying on a base such as a sand cushion. In addition, when the construction surface is a concrete soil or the like, the lower surface layer 4 can be omitted.

【0014】なお、上記した複合弾性舗装材1の周部に
図1、図2のようにスペーサーのダボ8を突設して、舗
装材間に2〜3mmの適度な間隙を作るようにもできる。
1 and 2, a dowel 8 of a spacer is protruded from the periphery of the composite elastic pavement 1 so as to form an appropriate gap of 2 to 3 mm between the pavements. it can.

【0015】[0015]

【実施例】図1以下は、本発明の一実施例で、歩行者を
対象とした複合弾性舗道材1を列状に並べるようにし
て、基礎構造として十分に締固めた砕石、砂の上に施工
するようにしたものである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 shows an embodiment of the present invention, in which a composite elastic pavement material 1 intended for pedestrians is arranged in a row, and is sufficiently compacted as a foundation structure on crushed stone or sand. It is designed to be applied to

【0016】上面層2は、れんがとし、荷重条件を満足
する37mmの厚みで、230〜114mmの寸法とし、荷
重により割れ等の破壊が生じないものとするとともに、
下の中間層3全体へ荷重がほぼ均等に伝わるようにして
いる。
The upper surface layer 2 is made of brick, has a thickness of 37 mm which satisfies the load condition, and has a size of 230 to 114 mm.
The load is transmitted almost uniformly to the entire lower intermediate layer 3.

【0017】また、上面層2のまわりにスペーサーのダ
ボ8を一体的に突設し、舗道材間に2〜3mmの適度なす
き間を作るようにした。このすき間には、砂を充填する
ことで、舗道材間のせり合いを小さくし、舗道材個々が
上下に変位しやすくできる。
A dowel 8 as a spacer is integrally provided around the upper surface layer 2 so as to form a moderate gap of 2 to 3 mm between the pavement materials. By filling the gap with sand, the interference between the pavement materials can be reduced, and the individual pavement materials can be easily displaced up and down.

【0018】中間層3は、図3のようにコイルスプリン
グ5にオレフィン系エラストマー6を装着して、図2の
ように発泡ポリスチロールの発泡体7に一定の間隔で配
設している。使用条件により、これらの弾性体は単独あ
るいは複数を結合して構成することができる。
As shown in FIG. 3, the olefin-based elastomer 6 is mounted on the coil spring 5 and the intermediate layer 3 is disposed at regular intervals on the foamed polystyrene foam 7 as shown in FIG. Depending on the conditions of use, these elastic bodies can be constituted singly or by combining a plurality of them.

【0019】コイルスプリングを使用することによっ
て、繰り返し荷重においても100%の復元力が保障で
きる。しかし、コイルスプリングは衝撃荷重に対して、
搖れが続くサージングという現象があり、これを押さえ
るために上記のエラストマーをスプリングに挿着してい
る。
By using a coil spring, 100% restoring force can be guaranteed even under repeated loads. However, coil springs are
There is a phenomenon called surging in which the shaking continues, and the above-mentioned elastomer is inserted into a spring to suppress this phenomenon.

【0020】このエラストマーは、搖れを減衰させる効
果は大きいが、長期的にはへたりが発生するため、上記
のように複合して使用することで互いの欠点をおぎな
い、長所を合わせもつようにした。
Although this elastomer has a great effect of attenuating the shaking, it causes settling in the long term. Therefore, when used in combination as described above, it is possible to avoid the disadvantages of each other and to combine the advantages. did.

【0021】発泡ポリスチロールは、コイルスプリング
の歪に追従し、目地砂等の侵入を防止することを目的と
している。これの代替としては、スポンジ状の物が考え
られるが、永久ひずみが発生しない範囲で使用されるよ
うに材質、厚み等を決めることができる。
The purpose of the expanded polystyrene is to follow the distortion of the coil spring and to prevent intrusion of joint sand and the like. As a substitute for this, a sponge-like material can be considered, but the material, thickness, and the like can be determined so that the sponge-like material is used within a range where permanent set does not occur.

【0022】下面層4には、厚さ3mmの塩化ビニル板を
使用したもので、砂基礎上で使用する場合に選択した材
料である。中間層3の下の下面層4の構造は、中間層3
の荷重になるクッションの変位を十分に発生させるよう
に、十分な強度と、荷重による変位がないものとでき、
例えばコンクリート土間の上に施工する場合には、コン
クリートを代替にできて塩化ビニル板は不要にできる。
なお、上記塩化ビニル板に代えて、れんが、コンクリー
ト材とすることもできる。
The lower surface layer 4 uses a 3 mm thick vinyl chloride plate, which is a material selected when used on a sand foundation. The structure of the lower surface layer 4 below the intermediate layer 3 is
In order to sufficiently generate the displacement of the cushion which becomes the load of
For example, when the construction is performed on concrete soil, concrete can be used as a substitute, and a vinyl chloride plate can be eliminated.
In addition, instead of the said vinyl chloride board, a brick can also be used as a concrete material.

【0023】施工して歩行した結果、上面層で受けた荷
重はほぼ均等に中間層に伝わり、同荷重であれば加圧面
積に関係なく、一定の変位を生じ、また荷重が除かれた
後は完全に復元した。そのため、どんな靴であっても、
一定の歩行感が得られる。
As a result of construction and walking, the load received on the upper layer is transmitted to the intermediate layer almost uniformly, and if the load is the same, a constant displacement occurs regardless of the pressing area, and after the load is removed. Has been completely restored. Therefore, no matter what shoes,
A constant walking feeling can be obtained.

【0024】上記の荷重と変位の関係は、中間層のクッ
ション部の弾性を変えることにより調整することが容易
であり、用途に応じたものとすることができる。
The relationship between the load and the displacement can be easily adjusted by changing the elasticity of the cushion portion of the intermediate layer, and can be adapted to the application.

【0025】[0025]

【発明の効果】以上のように本発明にあっては、荷重が
点状でも、面状でも全面積で受圧して衝撃を柔らかく吸
収し、ゆっくり復元して、歩行感を常に一様にできる。
As described above, according to the present invention, even if the load is point-like or planar, it receives pressure over the entire area, absorbs the impact softly, restores it slowly, and makes the walking feeling uniform at all times. .

【0026】また、中間層として、優れた衝撃吸収性と
耐久性を有するエラストマーにコイルスプリングを装着
した複合弾性体とすることによって、コイルスプリング
の欠点とエラストマーの欠点を互いに補い合って、耐久
性よくクッション性を保持できる。
Also, by forming the intermediate layer as a composite elastic body in which a coil spring is mounted on an elastomer having excellent shock absorption and durability, the disadvantages of the coil spring and the elastomer are compensated for each other, and the durability is improved. Can maintain cushioning properties.

【0027】そして、上面層を厚さ30〜40mmの高温
で焼成した高強度の石器質れんがとし、中間層を厚さ2
0〜25mmの優れた衝撃吸収性と耐久性を有するエラス
トマーにコイルスプリングを装着した複合弾性体とし、
下面層を厚さ3〜5mmの上記上面層と同一の高温で焼成
した高強度の石器質れんがまたは塩化ビニル板の支圧板
とすることによって、上記のように荷重が点状でも、面
状でも全面積で受圧して衝撃を柔らかく吸収し、ゆっく
り復元して、歩行感を常に一様にできるものとするも耐
久性よく実用化できる。
The upper layer is made of a high-strength stone brick fired at a high temperature of 30 to 40 mm in thickness, and the intermediate layer has a thickness of 2 to 40 mm.
A composite elastic body with a coil spring mounted on an elastomer with excellent shock absorption and durability of 0 to 25 mm,
By making the lower layer a high-strength stone brick or a supporting plate of a vinyl chloride plate fired at the same high temperature as the above-mentioned upper layer having a thickness of 3 to 5 mm, the load can be point-like or planar as described above. Although it is possible to absorb the impact softly over the entire area and absorb the impact softly and restore it slowly, the walking feeling can always be made uniform, but it can be put to practical use with high durability.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の一実施例の斜視図、FIG. 1 is a perspective view of one embodiment of the present invention;

【図2】同上の中間層部、上面層部の斜視背面図、FIG. 2 is a perspective rear view of the intermediate layer and the upper layer,

【図3】同上の中間層のコイルスプリング部の斜視図、FIG. 3 is a perspective view of a coil spring portion of the intermediate layer according to the first embodiment;

【図4】同上の下面層の斜視図。FIG. 4 is a perspective view of a lower surface layer of the above.

【符号の説明】[Explanation of symbols]

1…複合弾性舗道材 2…上面層 3…中
間層 4…下面層 5…スプリング 6…エ
ラストマー 7…発泡体
DESCRIPTION OF SYMBOLS 1 ... Composite elastic pavement material 2 ... Upper layer 3 ... Middle layer 4 ... Lower layer 5 ... Spring 6 ... Elastomer 7 ... Foam

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 一定の歩行感が得られる上面層、中間
層、下面層の三層構造の舗道材であって、 上記上面層として受け荷重を均等に中間層に伝達できる
ように弾性が小さく、 耐熱性のある硬くて強度があるれんが、コンクリート材
とし、 中間層として上記上面層から受けた荷重を適度な歪を生
じるクッション性のあるゴム材、発泡体、スプリングま
たはこれらを結合した弾性体とし、 下面層として中間層のクッションの荷重を受け止めるク
ッション性がなく、ほとんど歪みが生じないれんが、コ
ンクリート材、合成樹脂板等の支圧材で形成したことを
特徴とする複合弾性舗道材。
1. A pavement material having a three-layer structure of an upper surface layer, an intermediate layer, and a lower surface layer capable of providing a certain walking feeling, wherein the upper surface layer has a small elasticity so that a received load can be evenly transmitted to the intermediate layer. A hard and strong brick with heat resistance, a concrete material, and a rubber material, a foam, a spring or an elastic body which combines these materials as an intermediate layer, which generates a moderate strain against the load received from the upper surface layer. A composite elastic pavement material characterized in that the lower surface layer is formed of a supporting material such as a concrete material, a synthetic resin plate or the like, which has no cushioning property to receive the load of the cushion of the intermediate layer and hardly causes distortion.
【請求項2】 中間層として優れた衝撃吸収性と耐久性
を有するエラストマーにコイルスプリングを装着した複
合弾性体とした請求項1に記載の複合弾性舗道材。
2. The composite elastic pavement material according to claim 1, wherein the intermediate layer is a composite elastic body in which a coil spring is mounted on an elastomer having excellent shock absorption and durability.
【請求項3】 上面層を厚さ30〜40mmの高温で焼成
した高強度の石器質れんがとし、中間層を厚さ20〜2
5mmの優れた衝撃吸収性と耐久性を有するエラストマー
にコイルスプリングを装着した複合弾性体とし、下面層
を厚さ3〜5mmの上記上面層と同一の高温で焼成した高
強度の石器質れんがまたは塩化ビニル板の支圧板とした
請求項1に記載の複合弾性舗道材。
3. The upper layer is a high-strength stone brick which is fired at a high temperature of 30 to 40 mm in thickness, and the intermediate layer is 20 to 2 mm in thickness.
A high-strength stone brick or a composite elastic body in which a coil spring is mounted on an elastomer having excellent shock absorption and durability of 5 mm and whose lower layer is fired at the same high temperature as the upper layer of 3 to 5 mm thick or The composite elastic pavement material according to claim 1, which is a support plate of a vinyl chloride plate.
【請求項4】 施工面がコンクリート土間などの場合
に、上記上面層として受け荷重を均等に中間層に伝達で
きるように弾性が小さく、耐熱性のある硬くて強度があ
るれんが、コンクリート材とし、 下面層として上記上面層から受けた荷重を適度な歪を生
じるクッション性のあるゴム材、発泡体、スプリング材
またはこれらを結合した弾性体の二層の舗道材としたこ
とを特徴とする複合弾性舗道材。
4. When the construction surface is a concrete soil or the like, the upper surface layer has a low elasticity, a heat-resistant hard and strong brick so that the received load can be evenly transmitted to the intermediate layer, and a concrete material; Composite elasticity characterized in that the lower surface layer is a two-layer pavement material of a rubber material, a foam material, a spring material, or an elastic material combining these materials, which has a cushioning property that causes a load received from the upper surface layer to generate an appropriate strain. Pavement material.
【請求項5】 施工時に、下面層として中間層のクッシ
ョンの荷重を受け止めるクッション性がなく、ほとんど
歪みが生じないれんが、コンクリート材、合成樹脂板等
の支圧材を施工し、中間層として上記上面層から受けた
荷重を適度な歪を生じるクッション性のあるゴム材、発
泡体、スプリングまたはこれらを結合した弾性体とし、
上面層として受け荷重を均等に中間層に伝達できるよう
に弾性が小さく、耐熱性のある硬くて強度があるれん
が、コンクリート材を積み重ねた三層構造とする複合弾
性舗道材の施工法。
5. A brick having no cushioning property to receive the load of the cushion of the intermediate layer as the lower layer and hardly distorted at the time of construction, and a supporting material such as a concrete material or a synthetic resin plate is constructed as the lower layer. The load received from the upper layer is made of rubber material, foam, spring or an elastic body that combines them, with cushioning property that causes moderate distortion,
A method for constructing a composite elastic pavement material with a three-layer structure made of hard, strong, heat-resistant bricks, but with low elasticity so that the received load can be evenly transmitted to the middle layer as the top layer.
JP36805697A 1997-12-26 1997-12-26 Elastic composite pavement material, and execution of work therewith Pending JPH11193503A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP36805697A JPH11193503A (en) 1997-12-26 1997-12-26 Elastic composite pavement material, and execution of work therewith

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP36805697A JPH11193503A (en) 1997-12-26 1997-12-26 Elastic composite pavement material, and execution of work therewith

Publications (1)

Publication Number Publication Date
JPH11193503A true JPH11193503A (en) 1999-07-21

Family

ID=18490872

Family Applications (1)

Application Number Title Priority Date Filing Date
JP36805697A Pending JPH11193503A (en) 1997-12-26 1997-12-26 Elastic composite pavement material, and execution of work therewith

Country Status (1)

Country Link
JP (1) JPH11193503A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006089982A1 (en) * 2005-01-14 2006-08-31 Taulell, S.A. Ergonomic flooring
JP4611550B2 (en) * 2001-03-09 2011-01-12 株式会社津田ペイブトンテクニック Permeable paving block
GB2475852A (en) * 2009-12-02 2011-06-08 Philip Sutton Composite paving element
CN107761500A (en) * 2017-10-30 2018-03-06 重庆亲禾建科建材有限公司 A kind of elastic water-permeable brick

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4611550B2 (en) * 2001-03-09 2011-01-12 株式会社津田ペイブトンテクニック Permeable paving block
WO2006089982A1 (en) * 2005-01-14 2006-08-31 Taulell, S.A. Ergonomic flooring
ES2259904A1 (en) * 2005-01-14 2006-10-16 Taulell, S.A. Ergonomic flooring
GB2475852A (en) * 2009-12-02 2011-06-08 Philip Sutton Composite paving element
CN107761500A (en) * 2017-10-30 2018-03-06 重庆亲禾建科建材有限公司 A kind of elastic water-permeable brick
CN107761500B (en) * 2017-10-30 2020-05-15 重庆亲禾生态环境科技有限公司 Elastic water permeable brick

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