JPH0835202A - Irregular road construction method for test course - Google Patents
Irregular road construction method for test courseInfo
- Publication number
- JPH0835202A JPH0835202A JP19212594A JP19212594A JPH0835202A JP H0835202 A JPH0835202 A JP H0835202A JP 19212594 A JP19212594 A JP 19212594A JP 19212594 A JP19212594 A JP 19212594A JP H0835202 A JPH0835202 A JP H0835202A
- Authority
- JP
- Japan
- Prior art keywords
- height
- pavement material
- road
- test course
- mold member
- 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
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、テストコース用不整路
構築方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an irregular road construction method for a test course.
【0002】[0002]
【従来の技術】テストコースとは、自動車やタイヤ等の
性能を試験するための試験路であり、種々のものがあ
る。例えば、ブレーキ性能やタイヤの摩擦力を調べるた
めの種々の平滑性を持った路面、自動車の重心や傾き等
を調べるための斜面、タイヤのクッション性やショック
アブソーバーを試験するための不整路(凹凸路)等があ
る。2. Description of the Related Art A test course is a test route for testing the performance of automobiles, tires, etc., and there are various types. For example, road surfaces with various smoothness to check brake performance and tire friction force, slopes to check the center of gravity and inclination of automobiles, irregular roads for testing tire cushioning properties and shock absorbers (irregularities). Road) etc.
【0003】不整路は、舗装道路や地道が沈下や磨耗に
よりできる凹凸のある路面を模倣して構築されるもので
あり、中でも同一凹凸の路面を復元することは、最も構
築(舗装)が難しいものである。例えば、実際の凹凸の
ある舗装道路について研究、実験しようとしても、当然
ながらその場所ではできない。そこで、それと同じ程度
の凹凸を持ったテストコースを構築して、そこで種々の
実験を行なうこととなる。[0003] An irregular road is constructed by imitating an uneven road surface formed by subsidence or abrasion of a paved road or a ground road. Among them, it is the most difficult to construct (pave) a road surface having the same unevenness. It is a thing. For example, even if you try to research and experiment on an actual paved road with unevenness, you cannot naturally do it there. Therefore, a test course having the same degree of unevenness will be constructed, and various experiments will be conducted there.
【0004】このように、特定の凹凸を現出しようとす
ると、従来は写真を取ったり、距離や高さを測量した
り、又は石膏で型を取る等して、そのデータに基づいて
テストコースにおいて、人間が平滑な路面上にセメント
等を所々に盛り上げて行なうか、又は舗装路を切削機で
種々の深さに切削して行なっていた。As described above, when trying to reveal a specific unevenness, conventionally, a photograph is taken, a distance or a height is measured, or a mold is plastered, and the test course is performed based on the data. In this case, a person has done this by raising cement or the like in places on a smooth road surface, or by cutting a paved road to various depths with a cutting machine.
【0005】[0005]
【発明が解決しようとする課題】しかしながら、この従
来の人間による盛り上げ方法では非常に手間であり、熟
練工を要する。また、人間が適当に盛り上げるため正確
なものは期待できなかった。また、切削方法では、当然
作業が大掛かりとなり、かつ舗装路を精密に切削するこ
とは不可能であるため、再度微調整が必要であったりす
る。However, this conventional human-made heaping method is very troublesome and requires a skilled worker. Also, since human beings excite appropriately, we could not expect accurate things. In addition, the cutting method naturally requires a large amount of work, and it is impossible to precisely cut the pavement. Therefore, fine adjustment may be required again.
【0006】実際には所望の凹凸程度のテストコースは
構築できないのである。よって、本業界では、簡単に所
定の凹凸程度の不整路を構築できる方法が待望されてい
たのである。In reality, it is impossible to construct a test course having a desired degree of unevenness. Therefore, there has been a long-felt need in the industry for a method capable of easily constructing an irregular road having a predetermined unevenness.
【0007】[0007]
【課題を解決するための手段】このような現状に鑑み、
本発明者は鋭意研究の結果本発明不整路構築方法を完成
させたものであり、その特徴とするところは、路面に、
高さが一定でない棒状型部材を2本ほぼ平行に敷設し、
該型部材間に舗装材を充填し、次いで均し具により該舗
装材の型部材の高さ以上の部分を掻き取り除去し、舗装
材を硬化させた点にある。[Means for Solving the Problems] In view of such a current situation,
The present inventor has completed the method for constructing an irregular road of the present invention as a result of earnest research, and the feature thereof is that the road surface is
Laying two rod-shaped members whose heights are not constant almost in parallel,
A pavement material is filled between the mold members, and then a portion of the pavement material which is higher than the height of the mold member is scraped off by a leveling tool to cure the pavement material.
【0008】ここで、路面とは通常の地盤表面であり、
下地調整されているのが普通である。ここでいう下地調
整とは、どのような方法でもよいが、ある程度平滑にさ
れていることを言う。Here, the road surface is an ordinary ground surface,
The background is usually adjusted. The background adjustment mentioned here means that it is smoothed to some extent, although any method may be used.
【0009】型部材とは、セメント等のように流動物が
硬化する場合、所定の形状に硬化させるための枠材であ
る。よって、硬化後は除去されるものである。しかし、
ここではテストコースであるため、型部材は必ずしも除
去する必要はない。棒状とは単に、細長いという程度の
意味である。サイズは基本的には自由である。断面は矩
形が一般的であり、底面と一方側面は平面状がよい。し
かし、三角形や逆台形でもよい。逆台形状のものを用い
ると、できた舗装路が台形となり角が欠けにくくなる。
また、金属製のものではチャンネルやアングルでも、箱
型でもよい。木製のものも同様である。The mold member is a frame material for hardening a fluid such as cement to a predetermined shape when the fluid is hardened. Therefore, it is removed after curing. But,
Since it is a test course here, the mold member does not necessarily have to be removed. The rod-like shape simply means that it is elongated. The size is basically free. The cross section is generally rectangular, and the bottom surface and one side surface are preferably flat. However, it may be a triangle or an inverted trapezoid. If an inverted trapezoid is used, the paved road will have a trapezoidal shape and the corners will not be easily chipped.
Further, the metal type may be a channel, an angle, or a box type. The same applies to wooden ones.
【0010】型部材の高さは、本発明の根本であり、こ
れが不整路の不整程度、換言すると凹凸の程度となるも
のである。一般のデコボコ道を複製する場合には、それ
を測定し、その変形程度に従ったカーブを高さとすれば
よい。本発明では、このように測定した実際の路面を再
現するのが非常に容易であり、且つ実際とは異なる非現
実的な路面も簡単にできる。製造法は、人間が適当に裁
断してもよいが、路面の測定データから、フーリエ変換
機と呼ばれる装置により、データを解析し、そのデータ
の周期や振幅を求めて、特に製造したい凹凸の周期、振
幅を選び、それに従って型部材の材料を裁断してもよ
い。この方法によれば、それよりも少し凹凸の細かい
(周波数の多い)路面等も簡単に計算して裁断、製造す
ることができる。勿論、人間が適当に高さを決めてもよ
いし、複製ではなく、実験のためにより凹凸の大きなも
のを作成してもよい。The height of the die member is the basis of the present invention, and it is the degree of irregularity of the irregular road, in other words, the degree of unevenness. When a general bumpy road is duplicated, it can be measured and the curve according to the degree of deformation can be used as the height. In the present invention, it is very easy to reproduce the actual road surface measured in this way, and an unrealistic road surface different from the actual one can be easily formed. The manufacturing method may be appropriately cut by humans, but from the measured data on the road surface, a device called a Fourier transform machine is used to analyze the data and determine the cycle and amplitude of that data, and in particular the cycle of the unevenness to be manufactured. , The amplitude may be selected and the material of the mold member may be cut accordingly. According to this method, it is possible to easily calculate, cut, and manufacture a road surface or the like having finer irregularities (having a high frequency). Of course, a person may appropriately determine the height, or a large unevenness may be created for experiments instead of copying.
【0011】型部材は、長手方向と直角な方向において
は同じ高さに(左右の型部材がまったく同形状で且つ位
置を揃えて載置する)しても、異なった高さにしてもよ
い。異なった高さにする場合には、左右の型部材の位置
をずらすか、異なった型部材を用いればよい。これも計
算によって設計できるものである。The mold members may have the same height in the direction perpendicular to the longitudinal direction (the left and right mold members have exactly the same shape and are aligned and placed), or may have different heights. . When the heights are different, the positions of the left and right mold members may be shifted or different mold members may be used. This can also be designed by calculation.
【0012】左右の高さが一定の場合には、実際の道と
は異なるが、自動車が通る場合には長手方向だけの凹凸
を問題にすればよいためテストコースとしては問題はな
い。よって、高さは通常は5〜50mm程度である。When the left and right heights are constant, the road is different from the actual road, but when a car passes, the unevenness in the longitudinal direction only has to be a problem, so there is no problem as a test course. Therefore, the height is usually about 5 to 50 mm.
【0013】また、接着幅(底面の幅)は、型部材が舗
装材の圧によって転倒したり、湾曲することがない程度
必要であり、出願人の実験ではプラスチック製の場合、
勿論充填厚みにもよるが、20〜50mm程度が好適であ
った。薄い場合には、転倒防止のために補強具を固定し
てもよい。Further, the bonding width (width of the bottom surface) is required to such an extent that the mold member does not tip over or bend due to the pressure of the paving material.
Of course, depending on the filling thickness, about 20 to 50 mm was suitable. If it is thin, a brace may be fixed to prevent it from falling.
【0014】また型部材の材質は、プラスチック製、中
でもポリオレフィンの発泡体が最も好適である。例え
ば、ポリエチレンの5倍程度の低発泡体が最適と思われ
る。これは、安価で軽量で製造、加工が容易であるため
である。勿論、金属や木製でもよい。The material of the mold member is preferably made of plastic, of which polyolefin foam is most preferable. For example, it seems that a foam having a low foaming ratio of about 5 times that of polyethylene is optimal. This is because it is cheap, lightweight, and easy to manufacture and process. Of course, metal or wood may be used.
【0015】この型部材は、路面に起立させるため接着
するのが普通である。この方法は、路面に接着剤を直線
状に塗布し、その上に型部材を載置する。しかし、この
方法では直線状に塗布することが難しいため、型部材の
底面に接着剤を塗布し、その上に剥離紙を貼付しておく
と簡単である。更に、これでも直線状に載置することが
困難な場合、例えば、型部材が非常に長く、板のような
硬度がない場合等は、直線状の所謂コシのある、表裏両
面に接着剤(粘着剤)が塗布された棒目地を路面に接着
しその上に型部材を載置する方法が簡単である。This mold member is usually adhered so as to stand on the road surface. In this method, an adhesive is linearly applied to the road surface, and a mold member is placed on the adhesive. However, since it is difficult to apply linearly in this method, it is easy to apply an adhesive to the bottom surface of the mold member and attach a release paper on it. Further, when it is still difficult to place it in a straight line, for example, when the mold member is very long and does not have the hardness of a plate, etc., a linear so-called elastic adhesive on both front and back surfaces ( A method of adhering a rod joint to which a pressure-sensitive adhesive) is applied to a road surface and placing a mold member thereon is simple.
【0016】本発明の特徴の第1は、簡単に不整路が構
築できることであるが、これは加工が簡単で、且つ現場
でも簡単にカットできるプラスチック発泡体を用い、そ
れを直線状に接着するには、別体の表裏両面に接着剤が
塗布された棒目地を使用することによって著しく高めら
れる。The first feature of the present invention is that an irregular path can be easily constructed. This is done by using a plastic foam which is easy to process and can be easily cut on site, and is bonded in a straight line. Is significantly increased by using stick joints coated with adhesive on both front and back sides separately.
【0017】型部材は左右両側に載置してその間に舗装
材を充填する。この場合、通常は左右の型部材は同形に
成型し、且つ同形になるように載置する。よって、長手
方向と直角な方向については水平となる。左右の載置間
隔は、50〜100cm程度でよく、自動車やその他試験
すべきもののタイヤ等の幅で決めればよい。また4輪自
動車用の場合には、その幅を大きくしても、両側タイヤ
用に2列別個に構築してもよい。構築長さは試験するも
のによって定まるが、通常は100〜300m程度であ
る。The mold members are placed on the left and right sides, and the paving material is filled between them. In this case, the left and right mold members are usually molded in the same shape and placed so as to have the same shape. Therefore, the direction perpendicular to the longitudinal direction is horizontal. The left and right mounting intervals may be about 50 to 100 cm, and may be determined by the width of the tire of the automobile or other object to be tested. In the case of a four-wheeled vehicle, the width may be increased, or two rows may be separately constructed for tires on both sides. The construction length is determined by what is tested, but it is usually about 100 to 300 m.
【0018】舗装材は、硬化して自動車の通行に耐えう
るものであればどのようなものでもよい。しかし、通常
はセメントに骨材を混合したもの、マスチック系のアス
ファルト混合物に骨材を混合したもの、又は樹脂に骨材
を混合したものである。樹脂としては、MMA等のアク
リル系、エポキシ系等が好適である。また樹脂用骨材と
しては、小石、ガラスビーズ、プラスチックビーズ等が
ある。これらのサイズは、型部材の高さによる規制もあ
り、通常は1〜5mm程度のものである。さらに、色によ
り識別するため顔料等も加えてもよい。また、通常混合
するように添加剤を加えても問題はない。The pavement material may be any as long as it hardens and can withstand the passage of automobiles. However, it is usually a mixture of cement with aggregate, a mixture of mastic asphalt mixture with aggregate, or a mixture of resin with aggregate. As the resin, acrylic resins such as MMA, epoxy resins and the like are suitable. As the aggregate for resin, there are pebbles, glass beads, plastic beads and the like. These sizes are limited by the height of the mold member, and are usually about 1 to 5 mm. Further, a pigment or the like may be added for identifying by color. Further, there is no problem even if the additives are added so that they are usually mixed.
【0019】均し具とは、単に直線状の器具で、型部材
の高さ以上に盛られている舗装材を型部材と同じ高さに
するためのものである。これは型部材に沿って移動させ
ていくだけでよい。よって、単なる板でもよい。また、
舗装材を自動で機械充填する場合等は、その移動する機
械の後部に設けてもよい。ここで言う型部材の高さ以上
とは、両側の型部材を直線で結んだ線よりも上方という
意味であり、その線が水平線であるかどうかは問わな
い。The leveling tool is simply a straight-line tool and is used to make the paving material, which is piled up above the height of the mold member, at the same height as the mold member. This need only be moved along the mold member. Therefore, it may be a simple plate. Also,
When the pavement material is automatically machine-filled, it may be provided at the rear part of the moving machine. The term "equal to or more than the height of the mold member" as used herein means that it is above a line connecting the mold members on both sides with a straight line, and it does not matter whether the line is a horizontal line.
【0020】このように均し具によって均した後、舗装
材が硬化すれば完成である。しかしできた不整路の表面
の摩擦係数を変化させるためには、硬化前に表面に小さ
な凹凸を設けてもよい。また、硬化後にその他の表面処
理を施してもよい。After the leveling tool is leveled in this way, the paving material is cured, and the process is completed. However, in order to change the friction coefficient of the surface of the irregular road thus formed, small unevenness may be provided on the surface before curing. Moreover, you may perform other surface treatments after hardening.
【0021】[0021]
【実施例】以下本発明を図面に示す実施例に基づき、よ
り詳細に説明する。図1は、本発明に用いる型部材1の
1例を示す斜視図である。この例のものは底面に接着剤
は塗布されていない。図2は、本発明の1例に用いる棒
目地2の1例を示す斜視図であり、表裏両面に接着剤3
が塗布され、その両面に剥離紙4が貼付されている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in more detail based on the embodiments shown in the drawings. FIG. 1 is a perspective view showing an example of a mold member 1 used in the present invention. In this example, no adhesive is applied to the bottom surface. FIG. 2 is a perspective view showing an example of the rod joint 2 used in the example of the present invention, and the adhesive 3 is applied to both front and back surfaces.
Is applied, and the release paper 4 is attached to both surfaces thereof.
【0022】図3(a)は、図2の棒目地2を所定間隔
で路面に接着したところを示す斜視図である。この図
は、側面上方から見た図を模式化したものである。この
図では既に裏面の剥離紙を除去し、路面に接着し、上面
の剥離紙も除去したところである。図3(b)は、その
棒目地2の上に型部材1を接着したところを示す。FIG. 3 (a) is a perspective view showing the stick joints 2 of FIG. 2 bonded to the road surface at predetermined intervals. This figure is a schematic view of the figure as seen from above the side surface. In this figure, the release paper on the back side has already been removed, and the release paper on the top surface has been removed by adhering it to the road surface. FIG. 3B shows the die member 1 bonded on the rod joint 2.
【0023】図3(c)は、図3(b)の間隙部分に舗
装材5を充填したところである。これで、舗装材5が硬
化すれば完成である。型部材1や棒目地2は除去しても
しなくてもよい。FIG. 3 (c) shows the pavement material 5 filled in the gap portion of FIG. 3 (b). This completes when the paving material 5 is cured. The mold member 1 and the rod joint 2 may or may not be removed.
【0024】[0024]
【発明の効果】以上のように本発明構築方法は、次のよ
うな大きな利点がある。 非常に簡単に不整路ができる。型部材を路面に載置
するだけであり、工期が短く、現場での手直しや、位置
変えも簡単である。更に、大掛かりな装置は不要であ
り、どこにでも簡単に構築できる。 型部材の成型だけで、実際の道路を復元することも
簡単に行なえる。 現実には存在しないような不整路面も簡単にでき
る。 できた路面の凹凸程度(道路の平坦性)が数値で把
握できるため、種々の試験において確実なデータが得ら
れる。As described above, the construction method of the present invention has the following great advantages. It is very easy to make irregular roads. Since the mold member is simply placed on the road surface, the construction period is short and it is easy to rework and change the position on site. Furthermore, a large-scale device is not required and it can be easily constructed anywhere. It is easy to restore the actual road just by molding the mold members. You can easily create irregular road surfaces that do not actually exist. Since the degree of unevenness of the road surface (flatness of the road) can be grasped numerically, reliable data can be obtained in various tests.
【図1】本発明方法に用いる型部材の1例を示す斜視図
である。FIG. 1 is a perspective view showing an example of a mold member used in the method of the present invention.
【図2】本発明の1例に用いる棒目地の斜視図である。FIG. 2 is a perspective view of a bar joint used in an example of the present invention.
【図3】本発明の作業工程を示す斜視図である。FIG. 3 is a perspective view showing a work process of the present invention.
1 型部材 2 棒目地 3 接着剤 4 剥離紙 5 舗装材 1 type member 2 bar joint 3 adhesive 4 release paper 5 paving material
───────────────────────────────────────────────────── フロントページの続き (72)発明者 伊藤 裕 岡山県勝田郡勝田町真加部740 住友ゴム 工業株式会社内 (72)発明者 溝川 牧雄 大阪市北区天満2丁目1番33号 株式会社 松村組内 (72)発明者 小林 晃 大阪市北区天満2丁目1番33号 株式会社 松村組内 (72)発明者 洲崎 祥一郎 東京都港区新橋1丁目6番5号 日本道路 株式会社内 (72)発明者 片岡 義尚 大阪市中央区南新町1丁目2番12号 日本 道路株式会社関西支店内 (72)発明者 青木 健郎 大阪市中央区南新町1丁目2番12号 日本 道路株式会社関西支店内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Hiroshi Ito 740 Makabe Katsuta-cho, Katsuta-gun, Okayama Prefecture Sumitomo Rubber Industries, Ltd. (72) Inventor Makio Mizokawa 2-31 Tenma, Kita-ku, Osaka Matsumura Gumi (72) Inventor Akira Kobayashi 2-31 Tenma, Kita-ku, Osaka Matsumura Gumi Co., Ltd. (72) Inventor Shoichiro Suzaki 1-6-5 Shimbashi, Minato-ku, Tokyo Japan Road Co., Ltd. (72) Inventor Yoshihisa Kataoka 1-2-12 Minamishinmachi, Chuo-ku, Osaka City Japan Road Co., Ltd. Kansai Branch (72) Kenro Aoki 1-2-12 Minamishinmachi, Chuo-ku, Osaka City Japan Road Kansai Co., Ltd. Within the branch
Claims (1)
2本ほぼ平行に敷設し、該型部材間に舗装材を充填し、
次いで均し具により該舗装材の型部材の高さ以上の部分
を掻き取り除去し、舗装材を硬化させることを特徴とす
るテストコース用不整路構築方法。1. A rod-shaped die member having a non-uniform height is laid on the road surface substantially in parallel, and a paving material is filled between the die members.
Next, a method for constructing an irregular road for a test course, characterized in that a portion of the paving material having a height higher than a height of the mold member is scraped off with a leveling tool to cure the paving material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6192125A JP2727160B2 (en) | 1994-07-21 | 1994-07-21 | Construction method of irregular road for test course |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6192125A JP2727160B2 (en) | 1994-07-21 | 1994-07-21 | Construction method of irregular road for test course |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0835202A true JPH0835202A (en) | 1996-02-06 |
| JP2727160B2 JP2727160B2 (en) | 1998-03-11 |
Family
ID=16286096
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6192125A Expired - Lifetime JP2727160B2 (en) | 1994-07-21 | 1994-07-21 | Construction method of irregular road for test course |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2727160B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110195410A (en) * | 2018-02-27 | 2019-09-03 | 上汽通用汽车有限公司 | The construction method of bridge deck pavement |
| JP2022102046A (en) * | 2020-12-25 | 2022-07-07 | 日本道路株式会社 | Reproduction method of existing road shape |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH033609U (en) * | 1989-05-31 | 1991-01-16 |
-
1994
- 1994-07-21 JP JP6192125A patent/JP2727160B2/en not_active Expired - Lifetime
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH033609U (en) * | 1989-05-31 | 1991-01-16 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110195410A (en) * | 2018-02-27 | 2019-09-03 | 上汽通用汽车有限公司 | The construction method of bridge deck pavement |
| JP2022102046A (en) * | 2020-12-25 | 2022-07-07 | 日本道路株式会社 | Reproduction method of existing road shape |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2727160B2 (en) | 1998-03-11 |
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