JPH073710A - Road surface layer material - Google Patents
Road surface layer materialInfo
- Publication number
- JPH073710A JPH073710A JP5145158A JP14515893A JPH073710A JP H073710 A JPH073710 A JP H073710A JP 5145158 A JP5145158 A JP 5145158A JP 14515893 A JP14515893 A JP 14515893A JP H073710 A JPH073710 A JP H073710A
- Authority
- JP
- Japan
- Prior art keywords
- road surface
- ice
- pedestrian
- shape
- parent material
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/24—Methods or arrangements for preventing slipperiness or protecting against influences of the weather
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Tires In General (AREA)
- Road Paving Structures (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、凍結によるスリップの
おそれがある路面の表層材に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road surface material which may slip due to freezing.
【0002】[0002]
【従来の技術】凍結した路面上を走行する車両は、その
走行時や制動時のスリップを防止するためにタイヤに滑
り止めのチェーンを巻いたりスパイクタイヤを用いたり
していた。ところが、スパイクタイヤの使用は粉塵公害
を招くために使用が禁止され、代わってスノータイヤや
スタッドレスタイヤが用いられることになった。2. Description of the Related Art A vehicle running on a frozen road surface has a non-slip chain wound around a tire or a spiked tire in order to prevent slipping during running or braking. However, the use of spiked tires is prohibited because it causes dust pollution, and snow tires and studless tires have been used instead.
【0003】また、横断歩道を歩行する人についても同
様に滑って怪我をする人が多い。そこで、スリップを防
止するための路面における対策としては、発熱体を道路
に埋設させて雪や氷を融解する方法、路面に地下水を常
に流すことによって凍結を防ぐ方法さらには、路面に切
り込み溝を設け、雪や氷の解けた水はけをよくするグル
ーピング工法等がある。Also, many people walking on a pedestrian crossing likewise slip and get injured. Therefore, as measures on the road surface to prevent slipping, a method of burying a heating element in the road to melt snow and ice, a method of preventing freezing by constantly flowing groundwater on the road surface, and a cut groove on the road surface There is a grouping method to improve the drainage of snow and ice when it is installed.
【0004】[0004]
【発明が解決しようとする課題】ところが、上記のよう
なスリップ防止対策によると、スタッドレスタイヤでは
積雪時の走行には効果が期待できるが、路面が完全に凍
結している場合に交差点、坂道さらにはカーブでの走行
や制動時にスリップが発生し、追突や衝突等の事故が多
発する問題がある。However, according to the above-mentioned measures to prevent slippage, studless tires can be expected to be effective for running in snow, but when the road surface is completely frozen, there are more There is a problem that slips occur when driving or braking on a curve, and many accidents such as rear-end collisions and collisions occur.
【0005】また、路面における対策は、それぞれが建
設コストが高いと共に維持管理費が膨大となることから
設置する個所が非常に限定されてしまい、結局は除雪作
業の頻度を高めることにより凍結を防止するということ
になっている。しかし、これも除雪作業には限度があ
り、早朝や夜間では凍結が発生し、時には路面がスケー
トリンクのように鏡面化し、車両はスリップして事故を
招くという問題がある。In addition, since the construction cost is high and the maintenance cost is enormous, the measures to be taken on the road surface are very limited in the places where they are installed. Eventually, the frequency of snow removal work is increased to prevent freezing. It is supposed to do. However, this also has a limit in snow removal work, and freezing occurs in the early morning and at night, sometimes the road surface becomes a mirror surface like a skating rink, and there is a problem that the vehicle slips and causes an accident.
【0006】したがって、現在のスタッドレスタイヤで
は結氷した路面に対しては効果がなく、路面対策を共に
考慮しなければならないものである。また、歩道におい
てもまったく同様の問題がある。Therefore, current studless tires have no effect on icy road surfaces, and road surface countermeasures must be taken into consideration. In addition, there is a similar problem on the sidewalk.
【0007】[0007]
【課題を解決するための手段】ゴム等の弾性材による母
材に、この母材と硬度の異なる異質部材を縞状やドット
状に埋設させたことを特徴とする。[Means for Solving the Problem] A base material made of an elastic material such as rubber is embedded in a stripe shape or a dot shape with a foreign material having a hardness different from that of the base material.
【0008】[0008]
【作用】以上の構成によると、路面表層材の表面に結氷
した氷は、その上に車両や歩行者が載って荷重がかかる
と、異質部材によって母材のたわみ量が不均一となって
表面の氷が変形破壊することになる。With the above-described structure, the ice formed on the surface of the road surface material becomes uneven when the vehicle or pedestrian is placed on it and a load is applied to it, and the amount of deflection of the base material becomes uneven due to foreign materials. The ice will be deformed and destroyed.
【0009】[0009]
【実施例】以下に本発明の実施例を図面を用いて説明す
る。図1は平面図、図2は側面図、図3は拡大断面図で
あり、図において、1は天然ゴム、合成ゴム、合成樹脂
等の弾性材製の母材。2は母材1と硬度の異なる異質部
材であり、その硬度は大きくても逆に小さくてもどちら
でもよいもので、天然ゴム、合成ゴム、合成樹脂、木
材、金属等であり、さらには空洞でもよい。また、異質
部材2の形状はどのような形状でもよく、断面形状が多
角形や円形等の長尺材を母材1の幅方向に所定間隔で配
置したり、所望の形状に形成した異質部材2の塊を母材
1の幅方向に直線状や千鳥状に配置した構造でよい。こ
れらによって路面表層材3が構成される。Embodiments of the present invention will be described below with reference to the drawings. 1 is a plan view, FIG. 2 is a side view, and FIG. 3 is an enlarged sectional view. In the figure, 1 is a base material made of an elastic material such as natural rubber, synthetic rubber or synthetic resin. Reference numeral 2 denotes a heterogeneous member having a hardness different from that of the base material 1. The hardness thereof may be large or conversely small, and may be natural rubber, synthetic rubber, synthetic resin, wood, metal, etc. But it's okay. Further, the heterogeneous member 2 may have any shape, and long members having a polygonal or circular cross section are arranged at predetermined intervals in the width direction of the base material 1, or the heterogeneous member is formed in a desired shape. A structure in which two lumps are arranged linearly or in a zigzag pattern in the width direction of the base material 1 may be used. The road surface material 3 is constituted by these.
【0010】なお、異質部材2の高さおよび配置間隔等
は母材1と異質部材2の材質の硬度や形状と大きく関係
があり、硬度が形状の決定の重要な要件となる。4は母
材1の中間部であり、鋼板や繊維等の拘束材5が単層も
しくは積層して埋設してあるもので、必ずしも必要でな
い場合があるが、設けておくことにより下記のような作
用があるために埋設させておくほうがよい。The height and disposition interval of the foreign material 2 are closely related to the hardness and shape of the materials of the base material 1 and the foreign material 2, and the hardness is an important factor for determining the shape. Reference numeral 4 denotes an intermediate portion of the base material 1, in which a constraining material 5 such as a steel plate or a fiber is embedded in a single layer or in a laminated manner, which may not always be necessary. It is better to leave it buried because it works.
【0011】この拘束材5は中間部4における母材1の
圧縮変形の発生を防止するために埋設したものであり、
路面表層材3に垂直荷重が作用した場合の水平方向の変
位を抑止することにより、路面側接触面への荷重と変位
の伝播を制御することにより路面材の損傷を防止するこ
とが可能となる。これは、路面表層材3は路面の除雪作
業への影響を回避するため、その設置レベルは他の路面
レベルと同等となることが望ましいため路面表層材3の
側面はアスファルトやコンクリートの路面材に接するこ
とになる。そのため、路面表層材3側面の接触部で表面
部と同じ変形が出現した場合は、路面側接触面に繰り返
しの押圧力が作用することとなり、個所によってはその
荷重や振動のために路面材中の骨材が剥離され、路面に
穴や段差等の損傷が発生することがあるからである。The restraint member 5 is embedded in order to prevent the compressive deformation of the base material 1 in the intermediate portion 4,
By suppressing horizontal displacement when a vertical load is applied to the road surface material 3, it is possible to prevent damage to the road surface material by controlling the propagation of load and displacement to the road surface contact surface. . This is because the road surface material 3 avoids the influence on the snow removal work on the road surface, and it is desirable that its installation level be the same as other road surface levels. Therefore, the side surface of the road surface material 3 is used as asphalt or concrete road material. I will come into contact with you. Therefore, when the same deformation as the surface portion appears at the contact portion on the side surface of the road surface material 3, repeated pressing force acts on the contact surface at the road surface, and depending on the location, the load or vibration may cause the road surface material This is because the aggregate may be peeled off and damage such as holes and steps may occur on the road surface.
【0012】6は底面に所定間隔に形成した固定部であ
り、路面に埋設して一体に固着するためのものであり、
形状はこれに限るものではなく、固着できる突起であれ
ばどのような形状でもよい。この固定部6も必ずしも形
成しておく必要はないが、形成しておくことにより設置
作業および固定状態が安定するために形成してあるほう
がよい。Numeral 6 is a fixed portion formed at a predetermined distance on the bottom surface, which is embedded in the road surface and fixed integrally.
The shape is not limited to this, and may be any shape as long as it can be fixed. The fixing portion 6 does not necessarily have to be formed, but it is preferable that the fixing portion 6 be formed so that the installation work and the fixed state are stable.
【0013】また、路面への固着は上記固定部6によら
なくてもよく、図示しないが、路床に所定間隔にアンカ
ーボルトを埋設しておき、そのアンカーボルトにナット
で路面表層材を係止させて一体に構成するようにしても
よい。しかし、これは、路面表層材が弾性材であり、し
かも車両の通行を考慮すると弾性変位の回数が膨大とな
り、振動によりボルトとねじ部が欠落したりナットが緩
んで路面表層材が剥がれるおそれがある。Further, the fixing to the road surface does not have to be performed by the fixing portion 6, and although not shown, anchor bolts are embedded in the road floor at a predetermined interval and the road surface material is engaged with the anchor bolts by nuts. You may make it stop and may be comprised integrally. However, this is because the road surface material is an elastic material, and the number of elastic displacements becomes enormous considering the passage of the vehicle, and there is a possibility that the bolt and screw parts may be missing or the nut may loosen and the road surface material may be peeled off due to vibration. is there.
【0014】ところが、上記のボルトを使用しない固定
部6によるとこのようなおそれはない。以上の構成によ
ると、路面表層材3上に結氷した場合、その氷7の上方
から荷重Pがかかると、図4に示す如く、異質部材2に
よって路面表層材3のたわみ量が不均一となり、表面の
氷が変形破壊することになる。However, according to the fixing portion 6 which does not use the above bolt, there is no such fear. According to the above configuration, when ice is formed on the road surface material 3, when the load P is applied from above the ice 7, as shown in FIG. 4, the amount of deflection of the road surface material 3 becomes uneven due to the heterogeneous member 2, The ice on the surface will be deformed and destroyed.
【0015】これによって、非スパイクタイヤの装着車
が通行しても、路面上に結氷した氷7は常に粉砕された
氷塊となり、スパイクタイヤ装着車が路面の結氷上を通
過した場合と同じ効果となる。また、上記実施例におい
ては、異質部材2を母材1中に埋設したが、図5に示す
如く、母材1の厚さを直線や鎖線の線状もしくは千鳥状
等の縞状やドット状に部分的に変えることにより上記と
同様の作用が得られる。したがって、この場合には拘束
材5の配置のない比較的薄い母材1において効果があ
る。As a result, even if a vehicle with non-spiked tires passes by, the ice 7 that has frozen on the road surface will always be a crushed ice block, and the same effect as when the vehicle with spiked tires has passed over the ice on the road surface is obtained. Become. Further, in the above embodiment, the heterogeneous member 2 is embedded in the base material 1. However, as shown in FIG. 5, the thickness of the base material 1 is a straight line or a chain line, or a stripe shape such as a zigzag shape or a dot shape. By partially changing to, the same effect as above can be obtained. Therefore, in this case, it is effective in the comparatively thin base material 1 in which the restraint material 5 is not arranged.
【0016】なお、路面表層材の色調を白や黄色等の路
面で使用される色調と合わせることにより、例えば横断
歩道や中央分離線等の道路標識とすることができる。By combining the color tone of the road surface material with the color tone used on the road surface such as white or yellow, a road sign such as a pedestrian crossing or a median line can be obtained.
【0017】[0017]
【発明の効果】以上詳細に説明した本発明によると、ゴ
ム等の弾性材による母材に、この母材と硬度の異なる異
質部材を縞状やドット状に埋設させたことにより、路面
表層材の表面に結氷した氷は、その上に車両や歩行者が
載るとその荷重により異質部材のあるところとないとこ
ろの路面表層材のたわみ量が不均一となり、それによっ
て表面の氷が変形破壊し、氷塊となって車両や歩行者の
スリップ事故を解消することができることになる。According to the present invention described in detail above, a base material made of an elastic material such as rubber is embedded with different members having different hardnesses from the base material in stripes or dots so that the road surface material. When the vehicle and pedestrians rest on the surface of the ice, the load on the surface of the ice causes unevenness in the amount of deflection of the road surface material in the presence and absence of foreign materials, which causes the surface ice to deform and break. Therefore, it becomes possible to solve a slip accident of a vehicle or a pedestrian by forming ice blocks.
【0018】また、砕氷のための外部からのエネルギー
を一切必要としないために場所を問わずどこにでも設置
することができる効果を有する。Further, since it does not require any external energy for crushing ice, it has an effect that it can be installed anywhere regardless of location.
【図1】実施例を示す平面図である。FIG. 1 is a plan view showing an embodiment.
【図2】側面図である。FIG. 2 is a side view.
【図3】拡大断面図である。FIG. 3 is an enlarged sectional view.
【図4】荷重作用時の説明図である。FIG. 4 is an explanatory diagram when a load is applied.
【図5】他の実施例の拡大断面図である。FIG. 5 is an enlarged cross-sectional view of another embodiment.
1 母材 2 荷重集中部 3 路面表層材 5 拘束材 7 氷 1 Base material 2 Load concentration part 3 Road surface material 5 Restraint material 7 Ice
Claims (1)
と硬度の異なる異質部材を縞状やドット状に埋設させた
ことを特徴とする路面表層材。1. A road surface material, wherein a base material made of an elastic material such as rubber is embedded with different materials having different hardnesses from the base material in stripes or dots.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5145158A JPH073710A (en) | 1993-06-16 | 1993-06-16 | Road surface layer material |
KR1019940013442A KR950001024A (en) | 1993-06-16 | 1994-06-15 | Road surface material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5145158A JPH073710A (en) | 1993-06-16 | 1993-06-16 | Road surface layer material |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH073710A true JPH073710A (en) | 1995-01-06 |
Family
ID=15378773
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5145158A Pending JPH073710A (en) | 1993-06-16 | 1993-06-16 | Road surface layer material |
Country Status (2)
Country | Link |
---|---|
JP (1) | JPH073710A (en) |
KR (1) | KR950001024A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5088829A (en) * | 1973-12-10 | 1975-07-16 | ||
JPS61165408A (en) * | 1985-01-17 | 1986-07-26 | 横浜ゴム株式会社 | Surface structure in steel panel paved road surface |
JPH06240615A (en) * | 1993-02-18 | 1994-08-30 | Mitsuuma:Kk | Elastic sheet on road surface and laying thereof |
-
1993
- 1993-06-16 JP JP5145158A patent/JPH073710A/en active Pending
-
1994
- 1994-06-15 KR KR1019940013442A patent/KR950001024A/en not_active Application Discontinuation
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5088829A (en) * | 1973-12-10 | 1975-07-16 | ||
JPS61165408A (en) * | 1985-01-17 | 1986-07-26 | 横浜ゴム株式会社 | Surface structure in steel panel paved road surface |
JPH06240615A (en) * | 1993-02-18 | 1994-08-30 | Mitsuuma:Kk | Elastic sheet on road surface and laying thereof |
Also Published As
Publication number | Publication date |
---|---|
KR950001024A (en) | 1995-01-03 |
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