JP2003147711A - Pavement body for suppressing vehicular traveling speed - Google Patents

Pavement body for suppressing vehicular traveling speed

Info

Publication number
JP2003147711A
JP2003147711A JP2001346386A JP2001346386A JP2003147711A JP 2003147711 A JP2003147711 A JP 2003147711A JP 2001346386 A JP2001346386 A JP 2001346386A JP 2001346386 A JP2001346386 A JP 2001346386A JP 2003147711 A JP2003147711 A JP 2003147711A
Authority
JP
Japan
Prior art keywords
vehicle
pavement
traveling speed
suppressing
road
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
JP2001346386A
Other languages
Japanese (ja)
Other versions
JP3713527B2 (en
Inventor
Hideaki Kouchi
秀明 古内
Kaoru Ishida
石田  薫
Koji Aikawa
幸司 相川
Shizuo Kageyama
静男 影山
Kozo Otani
耕三 大谷
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.)
NIPPON LINER KK
Toyo Tire Corp
Original Assignee
NIPPON LINER KK
Toyo Tire and Rubber 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 NIPPON LINER KK, Toyo Tire and Rubber Co Ltd filed Critical NIPPON LINER KK
Priority to JP2001346386A priority Critical patent/JP3713527B2/en
Publication of JP2003147711A publication Critical patent/JP2003147711A/en
Application granted granted Critical
Publication of JP3713527B2 publication Critical patent/JP3713527B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a pavement body which can be installed in conformity with a road by simple execution of works and easily removed when unnecessary, reducing noise and vibration by a sine curve shape and an elastomer material, and gentle to the environment, with portions of a vehicle ascending part and a vehicle descending part hugging a road surface shape and capable of enduring a vehicular traffic load. SOLUTION: In the pavement body for suppressing vehicular traveling speed, the pavement body having the sine curve shape 2 in a longitudinal direction is provided on a road surface, a body part 1a is formed by elastomer, and the vehicle ascending part and vehicle descending part 1b are formed by solid elastomer 11.

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、コミュニティ・ゾ
ーン等の道路における車両の走行速度抑制用舗装体に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pavement for controlling the traveling speed of a vehicle on a road such as a community zone.

【0002】[0002]

【従来の技術】住宅地区内などの生活道路において、歩
行者等の通行や立ち話、子供の遊び、人々の交流など
を、安全で快適なものとするため平成8年に創設された
コミュニティ・ゾーンは、次に示す理由により、今後さ
らに実践を促進することが必要である。 ・交通事故件数および死傷者数が増加しており、事故防
止対策が強く求められている。歩行者の事故について
は、自宅付近での事故等地区内での事故の割合が高く、
特に、高齢者や子供の場合にそれが顕著である。 ・コミュニティ・ゾーンが導入された地区において、交
通事故削減の大きな効果が実施されている。 ・バリアフリー、自転車、地区環境、まちづくりなど、
近年の新しいニーズに対応するうえで有効な手法と期待
されている。
[Prior Art] A community zone founded in 1996 to make pedestrians pass, talk, children play, interact with others on residential roads, etc. Needs further promotion of practice for the following reasons.・ The number of traffic accidents and casualties is increasing, and there is a strong demand for accident prevention measures. Regarding pedestrian accidents, the percentage of accidents in the area such as accidents near home is high,
This is especially the case for the elderly and children. -In the area where the community zone has been introduced, significant effects of reducing traffic accidents are being implemented.・ Barrier-free, bicycle, local environment, town development, etc.
It is expected to be an effective method for responding to new needs in recent years.

【0003】コミュニティ・ゾーンでは、区域の明示と
ともに、一方通行などの交通規制やハンプ・狭さくなど
の物理的デバイスが適用され、これにより通過交通の排
除、自動車の走行速度の抑制等とともに、安全・快適な
道路空間の確保が実現される。
In the community zone, in addition to clearly indicating the area, traffic restrictions such as one-way traffic and physical devices such as humps and constrictions are applied, which eliminates passing traffic, suppresses the traveling speed of automobiles, etc. A comfortable road space is secured.

【0004】車道路面の凸型断面の舗装を施し、その上
を通過する車を速度に応じた特性で垂直に持ち上げるハ
ンプについては、速度抑制効果や交差点等での注意喚起
効果が広く認められている一方で、騒音や振動の問題が
指摘されることが少なくない。その最大の要因は、ハン
プの形状そのものにあるため、効果や安全をもちつつ、
騒音や振動等の問題を最小限に抑えられる形状のハンプ
を選択して導入することが必要である。
With respect to a hump that is paved with a convex cross-section on the road surface of a vehicle and vertically lifts a vehicle passing therethrough with a characteristic according to the speed, the effect of suppressing the speed and the effect of alerting at an intersection are widely recognized. On the other hand, problems with noise and vibration are often pointed out. The biggest factor is the shape of the hump itself, so while maintaining effectiveness and safety,
It is necessary to select and introduce a hump with a shape that can minimize problems such as noise and vibration.

【0005】対応策として、効果や安全性を保持し、騒
音・振動等の問題解決のためには、効果が確認され開発
が進んでいる適切なハンプ形状を選択する。
As a countermeasure, in order to maintain the effect and safety and solve problems such as noise and vibration, an appropriate hump shape whose effect has been confirmed and which is under development is selected.

【0006】ハンプ導入の歴史の長い欧米では、弓型ハ
ンプ及び台形ハンプのランプ(勾配)部にサイン曲線を
採用することが定着し、大きな効果をあげている。
In Europe and the United States, where the introduction of humps is long, the adoption of a sine curve for the ramp (gradient) part of the bow-shaped hump and the trapezoidal hump has become established and has been very effective.

【0007】また、わが国でも、サイン曲線を応用した
独自のハンプ形状を舗装メーカーなどが開発し、効果を
あげつつある。このような形状のハンプが交通安全を図
る上での強力なツールとして定着することが望まれる。
In Japan as well, pavement makers and the like have developed unique hump shapes that apply sine curves, and are being effective. It is hoped that the hump with such a shape will be established as a powerful tool for traffic safety.

【0008】このようなハンプに関して特開平10−3
7111号公報では、道路表面に縦断方向に波形形状を
有し横断方向に位相差をもつ舗装面を設けてなる車両の
走行速度抑制用舗装体が提案されている。この車両の走
行速度抑制用舗装体は、波形形状が波長5〜35mの正
弦波形状であり、波高が10〜130mmであり、波長
数が2〜10であり、位相差が5〜80°である。ま
た、視覚的な注意喚起機能を付与してなり、道路の制限
速度に応じ波長と波高と位相差を選定することを特徴と
する。
Regarding such a hump, Japanese Patent Laid-Open No. 10-3
Japanese Patent No. 7111 proposes a pavement for suppressing the traveling speed of a vehicle in which a pavement surface having a corrugated shape in the longitudinal direction and a phase difference in the transverse direction is provided on the road surface. The pavement for controlling the traveling speed of this vehicle has a sine wave shape with a wavelength of 5 to 35 m, a wave height of 10 to 130 mm, a wavelength number of 2 to 10, and a phase difference of 5 to 80 °. is there. In addition, it is characterized by providing a visual alert function and is characterized by selecting a wavelength, a wave height, and a phase difference according to the speed limit of the road.

【0009】[0009]

【発明が解決しようとする課題】しかし、特開平10−
37111号公報に示された(ハンプ車両の走行速度抑
制用舗装体)は、ハンプを構成する舗装材料としては、
従来知られた適宜の建設材料を使用でき、具体的にはセ
メント、樹脂、アスファルトあるいはこれらを組み合わ
せたバインダを用いるコンクリートやモルタルのほか、
タイルやブロック等が好ましく使用されるとある。この
ようなセメント、樹脂、アスファルト等の非弾性材料の
ため、車両走行時、騒音、振動が大きい。
However, JP-A-10-
The (pavement for suppressing the traveling speed of a hump vehicle) disclosed in Japanese Patent No. 37111 is a pavement material that constitutes a hump.
Appropriate known construction materials can be used, specifically concrete, mortar in addition to cement, resin, asphalt or binder using a combination of these,
It is said that tiles and blocks are preferably used. Due to such non-elastic materials such as cement, resin and asphalt, noise and vibration are great when the vehicle is running.

【0010】また、舗装体の車両進入端部の厚みが10
mm以上のものもあり、初期騒音が大きい。
Further, the thickness of the vehicle entrance end of the pavement is 10
Some are over mm, and the initial noise is large.

【0011】この特開平10−37111号公報に示さ
れたハンプは、通常粒状路盤、アスファルトコンクリー
ト、セメントコンクリート等からなる基盤上に敷設され
るもので、施工には、従来知られた舗設機械を用いるこ
とができるが、出来形の精度を高めるためには、波形路
専用敷きならし機械や締固め機械を使用することが好ま
しいとされる。このように路面固定のため、取り外し時
には破壊しなければならず、また、施工も含めて長時間
の通行規制が必要である。
The hump disclosed in Japanese Unexamined Patent Publication No. 10-37111 is usually laid on a base made of granular roadbed, asphalt concrete, cement concrete, etc. For the construction, a conventionally known paving machine is used. Although it can be used, it is preferable to use a leveling machine and a compacting machine dedicated to the corrugated path in order to improve the precision of the finished shape. Since the road surface is fixed in this way, it must be destroyed when it is removed, and long-term traffic control is required, including construction.

【0012】さらに、敷設による成形なので補修時に長
時間かかると共に補修した場合の形状が最初と同一でな
く性能が変化し、安定しないおそれがある。
Further, since the molding is carried out by laying, it takes a long time at the time of repairing, and the shape after repairing is not the same as that at the beginning, there is a possibility that the performance may change and the stability may be unstable.

【0013】なお、ハンプ全体をゴム等のチップ材で形
成することも考えられるが、形状を好ましいとされるサ
インカーブのものとした場合に、車両登り口部および車
両降り口部の部分が比較的薄いものとなるので、捲れ上
がったり、潰れたり、裂けたりするおそれがある。
Although it is conceivable that the entire hump is made of a chip material such as rubber, when the shape of the hump is a sine curve, which is preferable, the parts of the vehicle entrance and exit are compared. Since it is extremely thin, it may roll up, crush, or tear.

【0014】本発明の目的は前記従来例の不都合を解消
し、騒音、振動発生を低減し、環境に優しく、しかも、
車両登り口部および車両降り口部の部分は路面形状に沿
い、かつ車両の交通荷重に耐えることができる車両の走
行速度抑制用舗装体を提供することにある。
The object of the present invention is to eliminate the inconveniences of the above-mentioned conventional example, reduce the generation of noise and vibration, be environmentally friendly, and
It is an object of the present invention to provide a pavement for suppressing the traveling speed of a vehicle, in which the vehicle entrance portion and the vehicle exit portion are along the road surface shape and can bear the traffic load of the vehicle.

【0015】[0015]

【課題を解決するための手段】本発明は前記目的を達成
するため、第1に、縦断方向にサインカーブ形状を有す
る舗装体をエラストマーで形成し、道路表面に設けてな
ること、第2に、本体の主要部をゴムチップで形成し、
車両登り口部および車両降り口部をソリッドエラストマ
ーで形成したことを要旨とするものである。
In order to achieve the above object, the present invention is, firstly, that a pavement body having a sine curve shape in the longitudinal direction is made of an elastomer and provided on a road surface. , The main part of the main body is formed of rubber chips,
The gist of the present invention is that the vehicle entrance and the vehicle exit are made of solid elastomer.

【0016】第3に、角成形物ユニットを組み合わせて
なること、第4に、車両登り口部および車両降り口部は
端部の厚みを1mm〜6mmとし、先端をアール加工と
したことを要旨とするものである。
Thirdly, it is composed of a combination of square molded units, and fourthly, the vehicle ascending opening and the vehicle exiting portion have an end thickness of 1 mm to 6 mm and a rounded tip. It is what

【0017】請求項1および請求項2記載の本発明によ
れば、サインカーブの形状と弾性体により騒音、振動の
発生を低減でき、しかも、車両登り口部および車両降り
口部を形成するソリッドエラストマーまたはゴムチップ
複合体は道路の凹凸に沿うものであり、かつ、捲くれ上
がりが少なく、潰れや裂けにも強い耐久性のあるものと
なる。
According to the first and second aspects of the present invention, noise and vibration can be reduced due to the shape of the sine curve and the elastic body, and further, the solid forming the vehicle entrance and exit. The elastomer or rubber chip composite follows the unevenness of the road, has little curling up, and is durable against crushing and tearing.

【0018】また、本体部と車両登り口部および車両降
り口部は、アンカーボルトや両面テープ等の固定が可能
で、不要時には容易に撤去でき、道路表面の現状復帰が
容易である。このため、一旦施工した舗装体位置では効
果がない場合、効果があると思われる位置へ容易に変更
できる。
Further, anchor bolts, double-sided tape and the like can be fixed to the main body portion and the vehicle ascending / descending portion so that they can be easily removed when unnecessary and the road surface can be easily restored to its current state. Therefore, if there is no effect at the pavement position once constructed, the position can be easily changed to a position where it seems to be effective.

【0019】請求項2記載の本発明によれば、前記作用
に加えて、角成形物ユニットを製作し、道路表面に並べ
て設置固定するので、施工が容易で道路に合わせた仕様
に施工できる。
According to the second aspect of the present invention, in addition to the above-mentioned action, since the square molded product unit is manufactured and installed and fixed side by side on the road surface, the construction is easy and the construction can be performed according to the road specifications.

【0020】請求項3記載の本発明によれば、車両登り
口部および車両降り口部は道路との段差を最小限にする
ことによって車両進入時および通過時の段差で発生する
騒音を低減できる。
According to the third aspect of the present invention, the noise generated at the step at the time of entering and passing the vehicle can be reduced by minimizing the step between the vehicle ascending entrance and the vehicle exit and the road. .

【0021】[0021]

【発明の実施の形態】以下、図面について本発明の実施
の形態を詳細に説明する。図1は本発明の車両の走行速
度抑制用舗装体の1実施形態を示す正面図、図2は同上
平面図、図3は同上左側面図、図4は同上右側面図、図
5は同上裏面図で、図中1はハンプであり、縦断方向に
サインカーブ(曲線)2の形状を有する厚さ(路面から
の高さ)が1mmから130mmの舗装体である。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of the present invention will be described in detail below with reference to the drawings. FIG. 1 is a front view showing an embodiment of a vehicle traveling speed suppressing pavement of the present invention, FIG. 2 is a plan view of the same as above, FIG. 3 is a left side view of the same above, FIG. 4 is a right side view of the same above, and FIG. In the back view, reference numeral 1 denotes a hump, which is a pavement having a sine curve (curve) 2 in the longitudinal direction and having a thickness (height from the road surface) of 1 mm to 130 mm.

【0022】このハンプ1は一辺が700mm〜1,0
00mm程度の角成形物ユニット3(図示では正方形)
をピースとして組み合わせてなるもので、角成形物ユニ
ット3のタイプは図7〜図9に示すように〜の3タ
イプがあり、このうちタイプの全部およびタイプ
の一部が本体部1aを構成し、タイプの残り部分が車
両登り口部および車両降り口部1bを構成する。
This hump 1 has a side of 700 mm to 1,0
Square molded unit 3 of about 00 mm (square in the figure)
7 to 9, as shown in FIGS. 7 to 9, there are three types of the square molded product unit 3. Of these, all of the types and some of the types constitute the main body 1a. , The rest of the type constitutes the vehicle entrance and exit 1b.

【0023】前記本体部1aを構成するタイプの角
成形物ユニット3は、リサイクルとしてのタイヤ用ゴム
のゴムチップを使用してバインダー材を用いて所定の形
状に成形したエラストマー(弾性体)である。図6に示
すようにこの角成形物ユニット3は、前記タイヤゴムチ
ップでの成形部分を下層4とし、表面層5をカラーゴム
チップで成形した2層構造のものとしてもよい。
The rectangular molded unit 3 of the type forming the main body 1a is an elastomer (elastic body) molded into a predetermined shape using a binder material using rubber chips of tire rubber for recycling. As shown in FIG. 6, the square molded product unit 3 may have a two-layer structure in which the molded portion of the tire rubber chip is the lower layer 4 and the surface layer 5 is molded of the color rubber chip.

【0024】ここでいうゴムチップとは、タイヤのソリ
ッド加硫ゴム、カラーソリッド加硫ゴム、他のソリッド
加硫ゴム等のゴム固形物を粉砕あるいは切削して不定型
な粒状、ひじき状にしたものである。
The rubber chips referred to herein are those obtained by crushing or cutting solid rubber vulcanizates such as tire solid vulcanized rubber, color solid vulcanized rubber, and other solid vulcanized rubber into irregular-shaped granules and hijiki. Is.

【0025】このように舗装体を2層構造にすることに
よって、希望する外観色調に安定的に調整することがで
き、道路上での識別効果と周囲環境と調和した町並み、
景観を築くことができる。しかも、大部分の舗装体の下
層に不用タイヤのゴムチップを使用することによって、
廃棄物の低減に役立つ。また、ゴムチップとしては不用
タイヤ以外のもので、不用になったソリッド加硫ゴム等
のゴムチップ等を用いてもよい。
By thus forming the pavement with a two-layer structure, the desired appearance color tone can be adjusted stably, and the townscape in harmony with the effect of discrimination on the road and the surrounding environment,
You can build a landscape. Moreover, by using the rubber chip of the unnecessary tire as the lower layer of most of the pavement,
Helps reduce waste. Further, as the rubber chip, a tire chip other than an unnecessary tire, such as an unnecessary solid vulcanized rubber chip, may be used.

【0026】一方、タイプの一部が車両登り口部およ
び車両降り口部1bを構成する角成形物ユニット3は、
比較的厚みのある部分(半分程度)は前記タイプと
同様なゴムチップで形成し、残りの部分は加硫ゴム、ウ
レタン性エポキシ、ウレタン、塩化ビニル等のソリッド
エラストマー(空隙の少ないエラストマー)11で成形
した。
On the other hand, the corner molding unit 3 of which a part of the type constitutes the vehicle entrance and exit 1b,
The relatively thick part (about half) is formed with the same rubber tip as the above type, and the remaining part is molded with solid elastomer (elastomer with few voids) 11 such as vulcanized rubber, urethane epoxy, urethane, and vinyl chloride. did.

【0027】この場合図6に示すように、ソリッドエラ
ストマー11の単一体で角成形物ユニット3を形成して
もよいが、図10に示すように比較的厚みのある部分
(半分程度)は前記タイプと同様なゴムチップで形
成し、残りの部分は加硫ゴム、ウレタン性エポキシ、ウ
レタン、塩化ビニル等のソリッドエラストマー11で成
形するシート体との複合タイプのものとしてもよい。か
かる複合体の形成には、施工現場で両部品を付き合わ
せ、一部重ね合わせで施工固定する方法と両部品を予め
接着または成型にて一体の複合体にする場合とがある。
In this case, as shown in FIG. 6, the square molded product unit 3 may be formed of a single body of the solid elastomer 11, but as shown in FIG. 10, the relatively thick portion (about half) is formed as described above. A rubber chip similar to the type may be used, and the remaining portion may be of a composite type with a sheet body formed of a solid elastomer 11 such as vulcanized rubber, urethane epoxy, urethane, or vinyl chloride. In forming such a composite, there are a method in which both parts are attached at a construction site and the parts are superposed and fixed, and a case in which both parts are previously bonded or molded into an integrated composite.

【0028】このタイプの車両登り口部および車両降
り口部1bの厚みは1mmから6mmとし、先端部はア
ール加工を行い、道路との段差を最少限にする。
The thickness of the vehicle entrance and exit 1b of this type is 1 mm to 6 mm, and the tip is rounded to minimize the level difference with the road.

【0029】前記タイプ〜の角成形物ユニット3は
アンカーボルト6で道路表面に固定できるように弾性体
部分に係止金具10を埋設したボルト孔7を形成した。
また、タイプは裏面に降水時の水ハケのための水抜
き溝8を平行する縞状に形成した。
The square molded unit 3 of the above types 1 to 4 has a bolt hole 7 in which an engaging metal fitting 10 is embedded in an elastic body portion so that it can be fixed to a road surface by an anchor bolt 6.
Further, the type was formed with parallel draining grooves 8 on the back surface for draining water during precipitation.

【0030】このようにして、路面への設置は各ピース
である角成形物ユニット3をつなぎ合わせて道路の幅に
あった所定のハンプ1を形成する。各角成形物ユニット
3はアンカーボルト6によるアンカー止めもしくは両面
テープによる止めを併用し、不要時には撤去可能な設置
とした。また、タイプの角成形物ユニット3について
は車両登り口部および車両降り口部1b付近が道路凹凸
で道路に沿いにくい場合は、この部分の先端裏面に接着
材を塗布して固定してもよい。ただし、接着材の塗布量
は、撤去時の道路の補修を考慮して最小限とする。
In this way, for installation on the road surface, the square molded unit 3 which is each piece is connected to form the predetermined hump 1 suitable for the width of the road. Each of the square molded product units 3 was used in combination with anchoring with anchor bolts 6 or with double-sided tape so that it could be removed when not needed. Further, in the case of the square shaped unit unit 3 of the type, when it is hard to follow the road due to uneven roads near the vehicle entrance and exit 1b, an adhesive may be applied to the back surface of the tip of this part to fix it. . However, the amount of adhesive applied should be minimized in consideration of road repairs at the time of removal.

【0031】図2の例ではハンプ1は幅4m、長さ6m
のものとして、計24枚の角成形物ユニット3で形成し
たが、視覚的な安全喚起のため、白色マーク表示9を施
した。この白色マーク表示9は夜間の視認性確保のため
ウレタン塗料にガラスビーズを散布して描いてた反射マ
ークを埋め込んだものとした。
In the example of FIG. 2, the hump 1 has a width of 4 m and a length of 6 m.
As a product, a total of 24 rectangular molded units 3 were formed, but a white mark display 9 was given for visual safety. The white mark display 9 is formed by embedding a reflection mark drawn by spraying glass beads on urethane paint to ensure visibility at night.

【0032】図11〜図13は本発明の車両の走行速度
抑制用舗装体の側面処理の例を示したもので、図中12
は歩道である。図11に示すように、左右の歩道12間
に本発明のハンプ1を形成する場合、歩道12の縁石が
接する部分はゴムチップ等で形成する側辺部13を設
け、この側辺部13で歩道12と車両の走行速度抑制用
舗装体との空間を埋め、段差を無くす、または最小限に
するようにしてもよい。
11 to 13 show an example of side surface treatment of the vehicle running speed suppressing pavement of the present invention.
Is a sidewalk. As shown in FIG. 11, when the hump 1 of the present invention is formed between the left and right sidewalks 12, a side portion 13 formed of a rubber chip or the like is provided at a portion of the sidewalk 12 in contact with the curb, and the side portion 13 forms a sidewalk. The space between 12 and the pavement for suppressing the traveling speed of the vehicle may be filled to eliminate or minimize the step.

【0033】さらに、歩道12が無いような道路におい
ては、図12に示すようにこの側辺部13を傾斜面を付
けたものとしてもよい。また、図13に示すように側辺
部13は片側のみとし、他の片側の歩道12との路肩は
直接ハンプ1を接合させる場合もある。
Further, on a road having no sidewalk 12, the side portion 13 may have an inclined surface as shown in FIG. In some cases, as shown in FIG. 13, the side portion 13 is only on one side and the hump 1 is directly joined to the shoulder of the sidewalk 12 on the other side.

【0034】どれの場合も本発明の車両の走行速度抑制
用舗装体を設けることで路面に突起ができ、道路を横断
する場合の歩行者の障害になることへの配慮をなすもの
である。
In any case, by providing the pavement for suppressing the traveling speed of the vehicle according to the present invention, a projection is formed on the road surface, and it is taken into consideration that it becomes an obstacle for pedestrians when crossing the road.

【0035】[0035]

【発明の効果】以上述べたように本発明の車両の走行速
度抑制用舗装体は、サインカーブの形状とソリッドエラ
ストマーの材料により騒音、振動発生を低減し、環境に
優しく、しかも、車両登り口部および車両降り口部の部
分は路面形状に沿い、かつ車両の交通荷重に耐えること
ができる。
As described above, the pavement for controlling the traveling speed of a vehicle of the present invention reduces noise and vibration due to the shape of the sine curve and the material of the solid elastomer, is environmentally friendly, and is a vehicle entrance. The part and the vehicle exit part are along the road surface shape and can bear the traffic load of the vehicle.

【0036】また、施工が容易で道路に合わせた設置が
でき、不要時の撤去も簡単なものである。
Further, the construction is easy, the road can be installed according to the road, and it can be easily removed when unnecessary.

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

【図1】本発明の車両の走行速度抑制用舗装体の1実施
形態を示す正面図である。
FIG. 1 is a front view showing an embodiment of a pavement body for controlling a traveling speed of a vehicle of the present invention.

【図2】本発明の車両の走行速度抑制用舗装体の1実施
形態を示す平面図である。
FIG. 2 is a plan view showing an embodiment of a pavement for controlling the traveling speed of a vehicle of the present invention.

【図3】本発明の車両の走行速度抑制用舗装体の1実施
形態を示す左側面図である。
FIG. 3 is a left side view showing an embodiment of a pavement for controlling the traveling speed of a vehicle of the present invention.

【図4】本発明の車両の走行速度抑制用舗装体の1実施
形態を示す右側面図である。
FIG. 4 is a right side view showing an embodiment of a pavement for controlling the traveling speed of a vehicle of the present invention.

【図5】本発明の車両の走行速度抑制用舗装体の1実施
形態を示す裏面図である。
FIG. 5 is a back view showing one embodiment of the pavement for controlling the traveling speed of the vehicle of the present invention.

【図6】本発明の車両の走行速度抑制用舗装体の1実施
形態を示す設置状態の縦断側面図である。
FIG. 6 is a vertical cross-sectional side view showing an embodiment of a pavement for controlling the traveling speed of a vehicle of the present invention in an installed state.

【図7】角成形物でタイプの側面図である。FIG. 7 is a side view of a square molded product type.

【図8】角成形物でタイプの側面図である。FIG. 8 is a side view of a square molded product type.

【図9】角成形物でタイプの側面図である。FIG. 9 is a side view of a square molded product type.

【図10】他の実施形態のもので、固定部分の詳細を示
す縦断側面図である。
FIG. 10 is a vertical sectional side view showing details of a fixed portion in another embodiment.

【図11】本発明の車両の走行速度抑制用舗装体の側面
処理の第1例を示す断面図である。
FIG. 11 is a cross-sectional view showing a first example of the side surface treatment of the pavement body for suppressing the traveling speed of the vehicle of the present invention.

【図12】本発明の車両の走行速度抑制用舗装体の側面
処理の第2例を示す断面図である。
FIG. 12 is a cross-sectional view showing a second example of the side surface treatment of the pavement for controlling the traveling speed of the vehicle of the present invention.

【図13】本発明の車両の走行速度抑制用舗装体の側面
処理の第3例を示す断面図である。
FIG. 13 is a cross-sectional view showing a third example of the side surface treatment of the pavement for controlling the traveling speed of the vehicle of the present invention.

【符号の説明】[Explanation of symbols]

1…ハンプ 1a…本体部 1b…車両登り口部および車両降り口部 2…サインカーブ(曲線) 3…角成形物ユニッ
ト 4…下層 5…表面層 6…アンカーボルト 7…ボルト孔 8…水抜き溝 9…白色マーク表示 10…係止金具 11…ソリッドエラ
ストマー 12…歩道 13…側辺部
DESCRIPTION OF SYMBOLS 1 ... Hump 1a ... Main body 1b ... Vehicle entrance and exit 2 ... Sine curve (curve) 3 ... Square molding unit 4 ... Lower layer 5 ... Surface layer 6 ... Anchor bolt 7 ... Bolt hole 8 ... Drainage Groove 9 ... White mark display 10 ... Locking metal fitting 11 ... Solid elastomer 12 ... Sidewalk 13 ... Side part

───────────────────────────────────────────────────── フロントページの続き (72)発明者 相川 幸司 大阪府大阪市西区江戸堀1丁目17番18号 東洋ゴム工業株式会社内 (72)発明者 影山 静男 大阪府大阪市西区江戸堀1丁目17番18号 東洋ゴム工業株式会社内 (72)発明者 大谷 耕三 大阪府大阪市西区江戸堀1丁目17番18号 東洋ゴム工業株式会社内 Fターム(参考) 2D051 AA06 AA07 AD07 AE04 AE05 AG03 AG13 AG14 AG20 AH02 AH03 DA13 DB02 DB03 DB15 DB20 DC01 DC09 2D064 AA06 AA21 BA01 CA02 CA03 CA09 DA05 DB01 EA03 EB26 JA01 JA02 JA03    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Koji Aikawa             1-17-18 Edobori, Nishi-ku, Osaka City, Osaka Prefecture             Toyo Tire & Rubber Co., Ltd. (72) Inventor Shizuo Kageyama             1-17-18 Edobori, Nishi-ku, Osaka City, Osaka Prefecture             Toyo Tire & Rubber Co., Ltd. (72) Inventor Kozo Otani             1-17-18 Edobori, Nishi-ku, Osaka City, Osaka Prefecture             Toyo Tire & Rubber Co., Ltd. F-term (reference) 2D051 AA06 AA07 AD07 AE04 AE05                       AG03 AG13 AG14 AG20 AH02                       AH03 DA13 DB02 DB03 DB15                       DB20 DC01 DC09                 2D064 AA06 AA21 BA01 CA02 CA03                       CA09 DA05 DB01 EA03 EB26                       JA01 JA02 JA03

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 縦断方向にサインカーブ形状を有する舗
装体をエラストマーで形成し、道路表面に設けてなるこ
とを特徴とする車両の走行速度抑制用舗装体。
1. A pavement for suppressing traveling speed of a vehicle, characterized in that a pavement having a sine curve shape in a longitudinal direction is formed of an elastomer and provided on a road surface.
【請求項2】 本体の主要部をゴムチップで形成し、車
両登り口部および車両降り口部をソリッドエラストマー
で形成した請求項1記載の車両の走行速度抑制用舗装
体。
2. The pavement for suppressing traveling speed of a vehicle according to claim 1, wherein a main portion of the main body is formed of a rubber chip, and a vehicle ascending portion and a vehicle descending portion are formed of a solid elastomer.
【請求項3】 角成形物ユニットを組み合わせてなる請
求項1または請求項2記載の車両の走行速度抑制用舗装
体。
3. The pavement for suppressing the traveling speed of a vehicle according to claim 1 or 2, which is formed by combining corner molded units.
【請求項4】 車両登り口部および車両降り口部は端部
の厚みを1mm〜6mmとし、先端をアール加工とした
請求項1または請求項2記載の車両の走行速度抑制用舗
装体。
4. The vehicle running speed suppressing pavement according to claim 1 or 2, wherein the vehicle ascending opening portion and the vehicle descending opening portion have an end thickness of 1 mm to 6 mm and a rounded end.
JP2001346386A 2001-11-12 2001-11-12 Pavement for vehicle speed control Expired - Fee Related JP3713527B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001346386A JP3713527B2 (en) 2001-11-12 2001-11-12 Pavement for vehicle speed control

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001346386A JP3713527B2 (en) 2001-11-12 2001-11-12 Pavement for vehicle speed control

Publications (2)

Publication Number Publication Date
JP2003147711A true JP2003147711A (en) 2003-05-21
JP3713527B2 JP3713527B2 (en) 2005-11-09

Family

ID=19159573

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001346386A Expired - Fee Related JP3713527B2 (en) 2001-11-12 2001-11-12 Pavement for vehicle speed control

Country Status (1)

Country Link
JP (1) JP3713527B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007032155A (en) * 2005-07-28 2007-02-08 Univ Of Tokushima Road hump for bicycle
JP2012057330A (en) * 2010-09-07 2012-03-22 Toyota T & S Kensetsu Kk Vehicle deceleration hump
JP2022017066A (en) * 2020-07-13 2022-01-25 株式会社キクテック Hump construction method and formwork for hump construction
KR20230093697A (en) * 2021-12-20 2023-06-27 목포대학교산학협력단 Crosswalk of hump type for protection of overspeed and construction method of the same

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007032155A (en) * 2005-07-28 2007-02-08 Univ Of Tokushima Road hump for bicycle
JP2012057330A (en) * 2010-09-07 2012-03-22 Toyota T & S Kensetsu Kk Vehicle deceleration hump
JP2022017066A (en) * 2020-07-13 2022-01-25 株式会社キクテック Hump construction method and formwork for hump construction
JP7258357B2 (en) 2020-07-13 2023-04-17 株式会社キクテック Hump construction method and formwork for hump construction
KR20230093697A (en) * 2021-12-20 2023-06-27 목포대학교산학협력단 Crosswalk of hump type for protection of overspeed and construction method of the same
KR102563624B1 (en) 2021-12-20 2023-08-03 목포대학교 산학협력단 Crosswalk of hump type for protection of overspeed and construction method of the same

Also Published As

Publication number Publication date
JP3713527B2 (en) 2005-11-09

Similar Documents

Publication Publication Date Title
JP3196038B2 (en) Road pavement method
KR100892419B1 (en) Road side ditch having seepage paving-material
JP2003147711A (en) Pavement body for suppressing vehicular traveling speed
JP3778738B2 (en) Permeable pavement structure
JP3909112B2 (en) Road structure
JP2004092364A (en) Method of reinforcing water permeable asphalt pavement
WO2003033820A1 (en) Roadway projecting marker
JP2006342582A (en) Elastic water permeable pavement material
KR100945590B1 (en) Boundary stone including boundary stone of bycicles road and pedestrian-vehicle passage and constructing method thereof
KR200178967Y1 (en) Conctete inter locking block for boardwalk/roads and every kind of block for pavement
JP2003253744A (en) Side ditch structure of drainage pavement
CN220394651U (en) Well lid structure of riding and striding roadway side line
RU80860U1 (en) ROAD ROAD CONSTRUCTION
JP7291450B1 (en) Semi-flat culvert by sidewalk boundary block
KR101165735B1 (en) Permeable block for vehicle road
KR200327651Y1 (en) Sidewalk structure
JP2000027106A (en) Pavement method for road
KR102209832B1 (en) Road pavement structure
US1116857A (en) Street construction.
KR20090030472A (en) The construction method of the paving layers having an elasticity
KR102508397B1 (en) A Speed bump facility system
JP2001090005A (en) Pavement structure
Ayat Pavement and alignment design of a new rural road in the province of Bologna
JP2005290745A (en) Block for side ditch
JP3715250B2 (en) Drainable pavement structure near road bridge joints

Legal Events

Date Code Title Description
A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20041015

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20041102

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20041227

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20050607

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20050610

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20050712

A711 Notification of change in applicant

Free format text: JAPANESE INTERMEDIATE CODE: A711

Effective date: 20050727

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20050727

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A821

Effective date: 20050727

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 3713527

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080902

Year of fee payment: 3

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090902

Year of fee payment: 4

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090902

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100902

Year of fee payment: 5

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100902

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110902

Year of fee payment: 6

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120902

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130902

Year of fee payment: 8

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees