JPH11100809A - Road shape measurement method - Google Patents
Road shape measurement methodInfo
- Publication number
- JPH11100809A JPH11100809A JP9279407A JP27940797A JPH11100809A JP H11100809 A JPH11100809 A JP H11100809A JP 9279407 A JP9279407 A JP 9279407A JP 27940797 A JP27940797 A JP 27940797A JP H11100809 A JPH11100809 A JP H11100809A
- Authority
- JP
- Japan
- Prior art keywords
- road
- electronic
- height
- staff
- time
- 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
- Length Measuring Devices With Unspecified Measuring Means (AREA)
- Road Repair (AREA)
Abstract
(57)【要約】
【課題】 道路の形状を、大がかりな装置を使用するこ
となく迅速に且つ正確に測定すること。
【解決手段】 移動距離及び傾斜角度が測定可能な台車
1に電子スタッフ2を配設し、道路に電子レベル4を設
置して台車を道路形状測定所望箇所を移動させ、台車の
前輪6と後輪7の間隔以上の所定距離を台車が移動する
度にその時の電子スタッフの高さを計測して測定道路面
の基準位置からの高さを算出し、また台車が前後輪間の
距離を移動する度にその時の台車の傾斜角度を計測し、
その傾斜角度からその時の台車の前後輪間の道路の高低
差を算出し、電子レベル及び電子スタッフで順次計測し
て算出した道路の高さを基準とし、次の電子レベル及び
電子スタッフでの計測ポイントまでの間は台車の傾斜角
度から算出した道路の高低差を道路の形状変化量とし、
これらを連続させることにより道路形状とした。
(57) [Problem] To quickly and accurately measure the shape of a road without using a large-scale device. An electronic staff (2) is arranged on a trolley (1) capable of measuring a moving distance and an inclination angle, an electronic level (4) is installed on a road, and the trolley is moved to a desired position for road shape measurement. Every time the truck moves a predetermined distance longer than the distance between the wheels 7, the height of the electronic staff at that time is measured to calculate the height from the reference position on the measured road surface, and the truck moves the distance between the front and rear wheels. Every time you measure the inclination angle of the bogie at that time,
The height difference of the road between the front and rear wheels of the bogie at that time is calculated from the inclination angle, and the next electronic level and measurement by the electronic staff are performed based on the height of the road calculated by sequentially measuring the electronic level and the electronic staff. Up to the point, the height difference of the road calculated from the inclination angle of the bogie is the amount of road shape change,
These were made continuous to form a road shape.
Description
【0001】[0001]
【発明の属する技術分野】この発明は、測定精度に優れ
た電子レベル及び電子スタッフを使用し、測定精度を確
保しながら迅速に、主に道路の横断方向の形状を測定す
ることができるようにした道路形状測定方法に関するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention uses an electronic level and an electronic staff with excellent measurement accuracy, and can measure a shape mainly in a transverse direction of a road quickly while securing the measurement accuracy. And related road shape measurement methods.
【0002】[0002]
【従来の技術】舗装道路は供用によってわだち掘れやひ
び割れが発生し破損や破壊が生じるが、これを補修する
ためには、舗装面の凹凸状態を数理的に測定して再舗装
の計画のための資料を作成する必要がある。2. Description of the Related Art Pavement roads are subject to rutting and cracking during service, resulting in breakage and destruction. To repair this, mathematically measure the unevenness of the pavement surface and plan repaving. It is necessary to create materials.
【0003】この凹凸状態の測定方法として従来行われ
ていた方法としては、道路の横断方向に糸を水平に張
り、この糸に沿って例えば9点法という測定方法で凹凸
の深さを物差しで測定するという方法があった。また、
この物差しに代え糸等の基準高さから道路面迄の距離を
ロータリーエンコーダ等の距離計を利用して電気的に測
定するようにしたものもある。[0003] As a conventional method for measuring the state of unevenness, a yarn is stretched horizontally in the transverse direction of the road, and the depth of the unevenness is measured along the yarn by, for example, a nine-point method using a ruler. There was a method of measuring. Also,
Instead of this ruler, there is a type in which a distance from a reference height of a thread or the like to a road surface is electrically measured using a distance meter such as a rotary encoder.
【0004】しかし、これらの方法は手作業により行う
為に測定者の負担が大きく、しかも測定者の個人差によ
る誤差が大きく、また測定ポイントも多くすることがで
きないために正確な道路形状を測定することはできなか
った。However, since these methods are manually performed, the burden on the measurer is large, errors due to individual differences of the measurer are large, and the number of measurement points cannot be increased. I couldn't.
【0005】一方、このような人力による問題を解決す
るものとして、センサを配設した大型の測定装置が開発
されているが、装置が複雑なために非常に高価であり、
また重量も重くて大きいために取扱に手間がかかり、そ
の上最大3.9メートル程度の距離しか測定できないた
めに使用できる条件が非常に制限され実用的であるとは
いい難かった。On the other hand, a large measuring device provided with a sensor has been developed to solve such a problem caused by human power. However, the measuring device is very expensive due to its complexity.
In addition, since it is heavy and heavy, handling is troublesome, and furthermore, since only a maximum distance of about 3.9 meters can be measured, the conditions under which it can be used are very limited and it is difficult to say that it is practical.
【0006】また近年、レーザー光を発する電子レベル
と、このレーザー光の受光面を有する電子スタッフを組
み合わせて使用し、電子レベルの位置を基準として電子
スタッフ位置の高さを測定する方法が開発されている。In recent years, a method has been developed for measuring the height of the electronic staff position based on the position of the electronic level by using a combination of an electronic level emitting laser light and an electronic staff having a light receiving surface of the laser light. ing.
【0007】この電子レベルと電子スタッフを利用して
道路の凹凸を測定する方法は、従来の手作業によるもの
と比べて測定精度が良く、一方大型の測定装置と比べて
取扱が簡単であるとともに長い距離の測定ができるとと
もに装置全体が廉価であるという特徴を有する。The method of measuring the unevenness of the road using the electronic level and the electronic staff has better measurement accuracy than the conventional manual method, and is simpler to handle than a large measuring device. It has features that it can measure long distances and that the whole device is inexpensive.
【0008】[0008]
【発明が解決しようとする課題】しかし電子レベルと電
子スタッフを利用して道路形状を測定使用とすると、電
子スタッフを所定位置にセットした状態で電子レベルよ
りレーザー光を照射して電子スタッフのどの高さにおい
て受光されたかを記録する必要から、現在使用に供され
ている装置の性能では1箇所の測定を行うのにある程度
の時間が必要である。However, when the road shape is measured and used by using the electronic level and the electronic staff, when the electronic staff is set at a predetermined position, a laser beam is emitted from the electronic level to determine which one of the electronic staffs. Since it is necessary to record whether or not light is received at the height, it takes a certain amount of time to perform a measurement at one point in the performance of the apparatus currently used.
【0009】従って、例えば道路幅員4メートルの道路
の横断形状を測定しようとする場合、10cmごとに電
子レベルと電子スタッフを利用して道路の高さを測定し
ようとすると、1秒で1箇所の測定するとしても少なく
とも約40秒の時間を要することになり、実際に供用し
ている道路においてこれだけの時間交通を遮断するのは
交通障害となるとともに作業員の安全上も好ましくな
い。Therefore, for example, when measuring the crossing shape of a road having a road width of 4 meters, if the height of the road is measured every 10 cm by using the electronic level and the electronic staff, one place per second is obtained. Even if measured, it takes at least about 40 seconds, and blocking traffic for such a long time on a road that is actually in use is not only a traffic obstacle but also unfavorable in terms of worker safety.
【0010】[0010]
【課題を解決するための手段】すなわち、電子レベルと
電子スタッフを利用することによる測定精度の確保と測
定の簡便さを維持しながら測定時間の短縮を図ることが
できれば、道路の横断方向の形状を測定するのに最適で
あり、また測定可能距離も数百メートルと長いため電子
レベルを一旦セットすれば広範囲にわたり短時間で道路
形状を測定することができることになる。In other words, if the measurement time can be shortened while securing the measurement accuracy and maintaining the simplicity of the measurement by using the electronic level and the electronic staff, the shape of the road in the cross direction can be improved. It is most suitable for measuring the road shape, and the measurable distance is as long as several hundred meters, so that once the electronic level is set, the road shape can be measured in a short time over a wide range.
【0011】そこで、この発明にかかる道路形状測定方
法(請求項1)は、前輪と後輪を有し、移動距離及び傾
斜角度が計測可能な台車に電子スタッフを配設し、道路
の任意箇所に電子レベルを設置して前記台車を道路形状
測定所望箇所を移動させ、台車の前輪と後輪の間隔以上
の所定距離を台車が移動する度にその時の電子スタッフ
の高さを測定して測定道路面の基準位置からの高さを算
出し、また、台車が前輪と後輪間の距離に等しい距離を
移動する度にその時の台車の傾斜角度を計測し、その傾
斜角度からその時の台車の前輪と後輪間の道路の高低差
を算出し、電子レベル及び電子スタッフで順次測定して
算出した道路の高さを基準として、次の電子レベル及び
電子スタッフでの計測ポイントまでの間は台車の傾斜角
度から算出した道路の高低差を道路の形状変化量とし、
これらを連続させることによりその測定箇所の道路形状
とするようにしたものである。Therefore, a road shape measuring method according to the present invention (claim 1) is to provide an electronic staff on a truck having front wheels and rear wheels and capable of measuring a moving distance and a tilt angle, and An electronic level is installed on the truck, and the truck is moved to a desired position for road shape measurement.Each time the truck moves a predetermined distance greater than the distance between the front and rear wheels of the truck, the height of the electronic staff at that time is measured and measured. Calculate the height of the truck from the reference position on the road surface, and each time the truck moves a distance equal to the distance between the front wheel and the rear wheel, measure the inclination angle of the truck at that time, and from the inclination angle, Calculate the height difference of the road between the front wheel and the rear wheel, and sequentially measure with the electronic level and the electronic staff Based on the calculated road height, the bogie is used until the next electronic level and the measurement point at the electronic staff Calculated from the inclination angle of the road The height difference and the shape variation of the road,
By making these continuous, the road shape at the measurement point is obtained.
【0012】また、請求項2は上記に加え電子レベル及
び電子スタッフで道路の高さを測定するに際し、その計
測ポイントでの電子スタッフの傾斜角度を計測し、その
傾斜角度によってその時の測定値を電子スタッフが垂直
時の高さの値となるように補正したものである。Further, in addition to the above, when measuring the height of the road with the electronic level and the electronic staff, the inclination angle of the electronic staff at the measurement point is measured, and the measured value at that time is measured based on the inclination angle. The electronic staff has corrected the height of the electronic staff so that the height becomes the vertical value.
【0013】[0013]
【作用】台車に電子スタッフと傾斜角度計を載せ、台車
の走行距離を測りながら測定対象道路を直進させる。そ
して、一定距離の基準ポイントごとに電子レベルから電
子スタッフにレーザー光を照射してそのポイントの高さ
を測定する。[Effect] The electronic staff and the inclinometer are mounted on the trolley, and the trolley travels straight on the road to be measured while measuring the traveling distance of the trolley. Then, a laser beam is emitted from the electronic level to the electronic staff for each reference point at a certain distance, and the height of the point is measured.
【0014】また、台車が台車の前輪と後輪の間隔距離
を移動する度に、水平又は垂直に対する台車の傾きを傾
斜角度計によって計測し、台車の前後輪間の高低差(凹
凸量)を算出する。Each time the truck moves the distance between the front and rear wheels of the truck, the inclination of the truck with respect to the horizontal or vertical is measured by an inclinometer to determine the height difference (the amount of unevenness) between the front and rear wheels of the truck. calculate.
【0015】そして、基準ポイントの高さは電子レベル
と電子スタッフにより測定し、相隣接する基準ポイント
間においては、台車の傾斜角度を計測することにより台
車の前後輪間距離ごとの高低差を算出し、これらの各計
測ポイントでの測定値を結ぶことにより道路形状とす
る。The height of the reference point is measured by the electronic level and the electronic staff, and between adjacent reference points, the height difference of each of the front and rear wheels of the truck is calculated by measuring the inclination angle of the truck. Then, the road shape is obtained by connecting the measured values at these measurement points.
【0016】[0016]
【発明の実施の態様】本発明で使用する電子レベルと電
子スタッフとは次のようなものである。電子レベルはレ
ーザー光を発する回転ロータを有し、このレーザー光を
600r.p.m.の回転速度で回転しながら照射するように
したものである。また、電子スタッフは電子レベルから
のレーザー光を光ファイバーを通して受光し、基準点か
らの高さを1.0mm又は0.5mm単位で計測できる
ようにしたものである。例えば株式会社ニコン製の商品
名ニコン電子スタッフEPS−05Aと電子レベルAL
−50が使用できる。この両者を組み合わして使用する
ことにより電子レベルより半径約150メートルの距離
で最低でも約1秒間につき1箇所程度の測定ができる。DESCRIPTION OF THE PREFERRED EMBODIMENTS The electronic level and electronic staff used in the present invention are as follows. The electronic level has a rotating rotor that emits laser light, and the laser light is emitted while rotating at a rotation speed of 600 rpm. The electronic staff receives laser light from an electronic level through an optical fiber and can measure the height from a reference point in units of 1.0 mm or 0.5 mm. For example, Nikon Electronic Staff EPS-05A and Electronic Level AL manufactured by Nikon Corporation
-50 can be used. By using these two in combination, it is possible to measure at least about one location per second at a distance of a radius of about 150 meters from the electronic level.
【0017】また、本発明で使用する台車は、電子スタ
ッフを適当な方法で台車に対して垂直に固定した状態、
あるいは常時鉛直に保持できる状態で走行できるもので
あればどのようなものでもよく、走行用の動力源の有無
もどちらでもよい。但し、台車の前後輪間の距離を移動
する度に台車の傾きを計測する必要があるので、台車の
走行距離を測定する機能を有しているとともに、台車の
傾斜角度を計測できるようになっている必要がある。台
車の走行距離を測定する方法としては例えば車輪の回転
数を計測してこれを基にして走行距離を計算するように
すればよい。また、傾斜角度を計測する方法としては台
車の走行方向と並行に加速度計を設置しておき、これを
基にして傾斜角度を計算するようにすればよい。なお、
台車の傾斜角度を計測するためには、他の方法によって
計測してもよいことはいうまでもない。Further, the cart used in the present invention has a state in which the electronic staff is fixed vertically to the cart by an appropriate method,
Alternatively, any device may be used as long as it can travel in a state where it can be maintained vertically at all times, and either power source for traveling may or may not be provided. However, since it is necessary to measure the inclination of the bogie every time the distance between the front and rear wheels of the bogie is moved, it has a function to measure the traveling distance of the bogie, and the inclination angle of the bogie can be measured. Need to be. As a method of measuring the traveling distance of the bogie, for example, the number of rotations of the wheels may be measured and the traveling distance may be calculated based on the measured number. As a method of measuring the inclination angle, an accelerometer may be installed in parallel with the traveling direction of the bogie, and the inclination angle may be calculated based on the accelerometer. In addition,
It goes without saying that the inclination angle of the cart may be measured by another method.
【0018】なお、測定精度を高めるために台車移動時
には10cm間隔位で傾斜角度を計測したいので前後輪
の間隔は10cmとするのが望ましいが、これだけでは
走行時に台車の安定性が欠けるので、適当な箇所に前輪
と後輪により生じる台車の傾斜を妨げないような構成に
した補助輪を設けてもよい。但し、測定精度をそれほど
高く要求されないような場合においては、台車の前後輪
間距離はもっと長くしてもよい。一方、いわゆる台車の
前輪と後輪のほかに、台車の前後方向に測定専用の一組
の前方測定輪と後方測定輪を設け、この前後の測定輪
(この場合にはこれらが本発明の前輪及び後輪となる)
を基準として測定を行ってもよい。あるいは、前方測定
輪又は後方測定輪の一方は台車の前輪又は後輪と兼用で
もよい。いずれにしても、基準となる前後に配した車輪
により台車の傾斜角度と移動距離が測定できればよい。It is desirable to set the interval between the front and rear wheels to 10 cm in order to measure the inclination angle at intervals of 10 cm when moving the carriage in order to increase the measurement accuracy. However, if this alone is used, the stability of the carriage during running is lacking. Auxiliary wheels may be provided at appropriate locations so as not to obstruct the inclination of the bogie caused by the front and rear wheels. However, when the measurement accuracy is not required to be so high, the distance between the front and rear wheels of the bogie may be longer. On the other hand, in addition to the so-called front and rear wheels of the bogie, a pair of front and rear measuring wheels dedicated to measurement are provided in the front-rear direction of the bogie, and the front and rear measuring wheels (in this case, the front and rear wheels of the invention) And the rear wheel)
May be used as a reference for the measurement. Alternatively, one of the front measurement wheel and the rear measurement wheel may also be used as a front wheel or a rear wheel of the bogie. In any case, it is only necessary that the inclination angle and the moving distance of the bogie can be measured by the wheels arranged before and after as a reference.
【0019】[0019]
【実施例】次に、この発明に係る道路形状測定方法の一
実施例を道路横断方向に測定する場合について図面に基
づいて説明する。図1に示すように、台車1に電子スタ
ッフ2を垂直に配設するとともに、適当な構造の角度計
3を配設し、台車1を道路横断方向に走行させる。そし
て、道路の基準位置に設置した電子レベル4よりレーザ
ー光5を照射する。台車1の前輪6と後輪7の間隔はL
であり、また、車輪の回転数により走行距離が測定でき
るようになっている。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Next, an embodiment of a method for measuring a road shape according to the present invention will be described with reference to the drawings, in a case where the road shape is measured. As shown in FIG. 1, an electronic staff 2 is vertically disposed on a truck 1, and a goniometer 3 having an appropriate structure is disposed, and the truck 1 is caused to travel in a cross-road direction. Then, laser light 5 is emitted from the electronic level 4 installed at the reference position on the road. The distance between the front wheel 6 and the rear wheel 7 of the truck 1 is L
In addition, the traveling distance can be measured by the number of rotations of the wheels.
【0020】そして、図2に示すように50cmの距離
を台車1が移動する度に電子レベル4よりレーザー光5
を照射して電子スタッフ2によりその基準ポイントでの
高さを測定する。例えば、道路幅員4メートルの道路の
測定をする場合には、まず一方の側端S0 の高さを測定
した後、台車1を道路横断方向に走行させ、50cm間
隔でS1 〜S8 の基準ポイントにおいて順次測定を行
う。なお、上記した株式会社ニコン製の電子レベル4と
電子スタッフ2を使用する場合には、電子レベル4から
のレーザー光5は連続して発しておき、台車4が所定の
基準ポイントS1〜S8 に達した時にその時の高さを電
子スタッフ2により測定し、適当な記憶装置、例えばコ
ンピュータ等に記録する。Then, as shown in FIG. 2, every time the carriage 1 moves a distance of 50 cm, the laser light 5
And the electronic staff 2 measures the height at the reference point. For example, the road width 4 m in the case of the measurement of the road, after first measuring the one of the height of the side end S 0, the truck 1 is traveling on the road transverse of S 1 to S 8 in 50cm intervals The measurement is performed sequentially at the reference points. When the electronic level 4 and the electronic staff 2 manufactured by Nikon Corporation are used, the laser light 5 from the electronic level 4 is continuously emitted, and the carriage 4 is moved to the predetermined reference points S 1 to S When the number reaches 8 , the height at that time is measured by the electronic staff 2 and recorded in an appropriate storage device, for example, a computer.
【0021】また、S0 の基準ポイントより台車1が前
輪6と後輪7の間隔L(本実施例においては10cm)
走行する度に台車1の水平に対する角度を計測する。例
えば図3(a)に示すように、S0 の基準ポイントをA
点とすると、まずA点において計測して角度αを得る。
そして、前輪6と後輪7の距離L(10cm)を走行し
たB点において計測して角度βを得る。引き続き台車1
を走行させ前輪6と後輪7の距離L(10cm)走行し
たC点において計測して角度γを得る。このようにして
前輪6と後輪7の距離L(10cm)ごとに順次角度を
計測する。[0021] The distance between the rear wheel 7 bogie 1 is a front wheel 6 from the reference point S 0 L (10 cm in this embodiment)
Each time the vehicle travels, the angle of the carriage 1 with respect to the horizontal is measured. For example, as shown in FIG. 3 (a), the reference point S 0 A
Assuming that the angle is a point, measurement is first made at point A to obtain an angle α.
Then, an angle β is obtained by measuring the distance L (10 cm) between the front wheel 6 and the rear wheel 7 at the point B where the vehicle has traveled. Continued trolley 1
Is measured at point C where the distance L (10 cm) between the front wheel 6 and the rear wheel 7 has traveled to obtain an angle γ. In this way, the angle is sequentially measured for each distance L (10 cm) between the front wheel 6 and the rear wheel 7.
【0022】そして各地点で計測したした角度を基にし
て、図3(b)に示すようにA点とB点間の高低差h
α,B点とC点の高低差hβ,C点とD点の高低差hγ
を順次算出する。そして、基準ポイントS0 (A点)を
基準の高さとしてhα,hβ,hγ・・・の高低差を順
次結んで道路の形状とする。Based on the angles measured at each point, the height difference h between point A and point B is determined as shown in FIG.
α, height difference hβ between points B and C, height difference hγ between points C and D
Are sequentially calculated. The height difference of hα, hβ, hγ... Is sequentially connected to the reference point S 0 (point A) as a reference height to form a road shape.
【0023】このようにして図2及び図4(a)に示す
ように、基準ポイントS0 ,S1 ,S2 ・・・S8 にお
いては電子レベル4と電子スタッフ2により高さを測定
し、またA,B,C・・・の各地点においては台車1の
角度を計測してB点のhα,C点のhβ,D点のhγ・
・・を算出する。In this way, as shown in FIGS. 2 and 4 (a), at the reference points S 0 , S 1 , S 2 ... S 8 , the height is measured by the electronic level 4 and the electronic staff 2. At each of the points A, B, C,..., The angle of the bogie 1 is measured to calculate hα at point B, hβ at point C, hγ at point D,
・ Calculate
【0024】そして、このようにして得られて値を基に
して図4(b)に示すように、基準ポイントS0 ,S
1 ,S2 ・・・のそれぞれの間においてはA,B,C・
・・の各地点で得たhα,hβ,hγ・・・を用いて道
路の凹凸量として道路形状とする。また、S1 とF,S
2 とKのような基準ポイントと角度測定により高低差を
得た地点が重なるポイントでは、電子レベル4と電子ス
タッフ2により得た高さを採用し、図4(b)の点線で
示すように、EとS1 ,JとS2 を結んだ線を道路形状
とする。これは、角度測定で得た高低差では誤差の累積
的な発生が避けられないので、基準ポイントにおいて誤
差を修正して正しい値にする必要があるからである。Then, based on the values obtained in this way, as shown in FIG. 4B, the reference points S 0 , S
1, S 2 A in between each ···, B, C ·
By using hα, hβ, hγ,... Obtained at each point, the road shape is determined as the amount of unevenness of the road. Also, S 1 and F, S
At the point where the reference point such as 2 and K and the point where the height difference is obtained by the angle measurement overlap, the height obtained by the electronic level 4 and the electronic staff 2 is adopted, and as shown by the dotted line in FIG. , E and S 1 , and a line connecting J and S 2 are taken as road shapes. This is because a cumulative difference of errors cannot be avoided in the height difference obtained by the angle measurement, and it is necessary to correct the error at the reference point to a correct value.
【0025】そして、基準ポイントS0 ,S1 ,S2 ・
・・S8 までの間をこのようにして結ぶとその測定対象
道路の道路形状となる。本実施例の場合には10〜20
秒で道路幅員4メートルの道路形状の測定が行える。The reference points S 0 , S 1 , S 2.
· Connecting until S 8 in this way when it comes to the road shape of the measurement object road. 10 to 20 in the case of the present embodiment
It can measure the shape of a road with a road width of 4 meters in seconds.
【0026】また、電子スタッフ2と電子レベル4での
測定精度をより高めるために、基準ポイントS0 ,S
1 ,S2 ・・・における測定時に電子スタッフ2の傾斜
角度を角度計3により計測し、その傾斜角度よってその
時の電子スタッフ2の測定値を電子スタッフ2が垂直時
の高さの値となるように補正するようにしてもよい。な
お、電子スタッフ2を台車1の傾斜に左右されずに常時
鉛直を維持できるように例えばジンバル(gimba
l)等により支持しておくと、このような補正を行わな
くてもよくなる。In order to further improve the measurement accuracy at the electronic staff 2 and the electronic level 4, the reference points S 0 , S
1, S the inclination angle of the electron staff 2 measured by the angle meter 3 at the time of measurement in 2 ..., the measurement value of the electronic staff 2 at that time electronic staff 2 the height of the value at the time of vertical it's the inclination angle May be corrected as follows. In order to maintain the vertical position of the electronic staff 2 at all times without being affected by the inclination of the carriage 1, for example, a gimbal (gimba) is used.
If it is supported by l) or the like, it is not necessary to perform such correction.
【0027】なお、上記実施例においては道路の横断方
向の測定をする場合について説明したが、測定方向は道
路の横断方向に限定するものではなく道路の進行方向に
ついて道路形状の測定を行うこともできる。また、電子
レベルを一地点に設置したまま、一番目の道路の横断方
向の測定が終了したら、一番目の地点から二番目の地点
までの道路の右端又は左端の進行方向の測定をし、二番
目の地点に達したら続けて二番目の地点の道路の横断方
向の測定をするようにしていけば、電子レベルをその都
度セットし直さなくても連続して道路形状を測定するこ
とができる。In the above embodiment, the case of measuring the cross direction of the road has been described. However, the measurement direction is not limited to the cross direction of the road, and the measurement of the road shape may be performed in the traveling direction of the road. it can. When the measurement of the crossing direction of the first road is completed with the electronic level set at one point, the measurement of the traveling direction of the right end or the left end of the road from the first point to the second point is performed. If the measurement of the crossing direction of the road of the second point is continued after reaching the second point, the road shape can be continuously measured without resetting the electronic level each time.
【0028】[0028]
【発明の効果】以上述べたように、この発明にかかる道
路形状測定方法によれば、前輪と後輪を有し、移動距離
及び傾斜角度が計測可能な台車に電子スタッフを配設
し、道路の任意箇所に電子レベルを設置して前記台車を
道路形状測定所望箇所を移動させ、台車の前輪と後輪の
間隔以上の所定距離を台車が移動する度にその時の電子
スタッフの高さを測定して測定道路面の基準位置からの
高さを算出し、また、台車が前輪と後輪間の距離に等し
い距離を移動する度にその時の台車の傾斜角度を計測
し、その傾斜角度からその時の台車の前輪と後輪間の道
路の高低差を算出し、電子レベル及び電子スタッフで順
次測定して算出した道路の高さを基準として、次の電子
レベル及び電子スタッフでの計測ポイントまでの間は台
車の傾斜角度から算出した道路の高低差を道路の形状変
化量とし、これらを連続させることによりその測定箇所
の道路形状とするようにしたので、簡単な装置を使用し
ながら短時間で精度の高い測定を行うことができ、また
長い距離でも一気に測定することができ、道路の横断方
向に限らずその他の道路形状も測定することができると
いう効果を有する。As described above, according to the road shape measuring method according to the present invention, the electronic staff is disposed on the bogie having the front wheels and the rear wheels and capable of measuring the moving distance and the inclination angle. An electronic level is installed at an arbitrary position of the trolley, and the trolley is moved to a desired shape. The height of the measured road surface from the reference position is calculated, and whenever the bogie moves a distance equal to the distance between the front and rear wheels, the tilt angle of the bogie at that time is measured. The height difference of the road between the front wheel and the rear wheel of the bogie is calculated, and the height of the road calculated by sequentially measuring with the electronic level and the electronic staff is used as a reference, to the next electronic level and the measurement point at the electronic staff. The distance is calculated from the inclination angle of the bogie The height difference of the road is used as the shape change amount of the road, and by making these continuous, the road shape at the measurement point is used.Thus, highly accurate measurement can be performed in a short time using a simple device. It is possible to measure at a stretch even over a long distance, and it is possible to measure not only the crossing direction of the road but also other road shapes.
【0029】また、上記に加え電子レベル及び電子スタ
ッフで道路の高さを測定するに際し、その計測ポイント
での電子スタッフの傾斜角度を計測し、その傾斜角度に
よってその時の測定値を電子スタッフが垂直時の高さの
値となるように補正したので、より精度の高い測定結果
を得ることができるという効果を有する。In addition to the above, when measuring the height of the road with the electronic level and the electronic staff, the inclination angle of the electronic staff at the measurement point is measured, and the measured value at that time is read vertically by the electronic staff according to the inclination angle. Since the value is corrected to be the value of the height at the time, there is an effect that a more accurate measurement result can be obtained.
【図1】この発明に係る道路形状測定方法で使用する電
子レベルと電子スタッフの使用方法を示す説明図であ
る。FIG. 1 is an explanatory diagram illustrating an electronic level and an electronic staff used in a road shape measuring method according to the present invention.
【図2】この発明に係る道路形状測定方法において、電
子レベルと電子スタッフにより基準ポイントの道路の高
さを測定する方法を示す平面図である。FIG. 2 is a plan view showing a method of measuring a road height at a reference point using an electronic level and electronic staff in the road shape measuring method according to the present invention.
【図3】この発明に係る道路形状測定方法において、傾
斜角度計と電子スタッフを載せた台車で道路の高低差
(凹凸量)を算出する方法を示したものであり、(a)
は台車の測定軌跡を示す正面図、(b)は(a)の測定
軌跡から道路形状を決定する方法を示す説明図である。FIG. 3 shows a method of calculating a height difference (amount of unevenness) of a road using a cart carrying an inclinometer and an electronic staff in the road shape measuring method according to the present invention;
FIG. 3 is a front view showing a measurement trajectory of a bogie, and FIG. 4B is an explanatory diagram showing a method of determining a road shape from the measurement trajectory of FIG.
【図4】この発明に係る道路形状測定方法において、電
子レベルと電子スタッフにより道路形状を測定しなが
ら、傾斜角度計と電子スタッフを載せた台車で道路の凹
凸を算出した結果から道路形状を決定する方法を示した
ものであり、(a)は測定経過を示す正面図、(b)は
(a)の測定結果から道路形状を決定する方法を示す説
明図である。FIG. 4 is a diagram showing a method of measuring a road shape according to the present invention; 5A is a front view showing a measurement progress, and FIG. 5B is an explanatory diagram showing a method of determining a road shape from the measurement result of FIG.
1 台車 2 電子スタッフ 3 角度計 4 電子レベル 5 レーザー光 6 前輪 7 後輪 1 cart 2 electronic staff 3 goniometer 4 electronic level 5 laser beam 6 front wheel 7 rear wheel
Claims (2)
が計測可能な台車に電子スタッフを配設し、道路の任意
箇所に電子レベルを設置して前記台車を道路形状測定所
望箇所を移動させ、台車の前輪と後輪の間隔以上の所定
距離を台車が移動する度にその時の電子スタッフの高さ
を測定して測定道路面の基準位置からの高さを算出し、 また、台車が前輪と後輪間の距離に等しい距離を移動す
る度にその時の台車の傾斜角度を計測し、その傾斜角度
からその時の台車の前輪と後輪間の道路の高低差を算出
し、 電子レベル及び電子スタッフで順次測定して算出した道
路の高さを基準として、次の電子レベル及び電子スタッ
フでの計測ポイントまでの間は台車の傾斜角度から算出
した道路の高低差を道路の形状変化量とし、 これらを連続させることによりその測定箇所の道路形状
とするようにしたことを特徴とする道路形状測定方法。An electronic staff is arranged on a truck having a front wheel and a rear wheel and capable of measuring a moving distance and an inclination angle, and an electronic level is installed at an arbitrary position on a road, and the truck is placed at a desired position for road shape measurement. Each time the truck moves a predetermined distance equal to or greater than the distance between the front wheel and the rear wheel of the truck, measures the height of the electronic staff at that time, calculates the height from the reference position of the measurement road surface, Each time the truck moves a distance equal to the distance between the front and rear wheels, the inclination angle of the truck at that time is measured, and the height difference of the road between the front wheel and the rear wheel of the truck at that time is calculated from the inclination angle. Based on the level and the height of the road calculated by the electronic staff sequentially, the height difference of the road calculated from the inclination angle of the bogie until the next electronic level and the measurement point by the electronic staff is the shape change of the road And these should be continuous Road shape measuring method is characterized in that as the road shape of the measurement points by.
を測定するに際し、その計測ポイントでの電子スタッフ
の傾斜角度を計測し、その傾斜角度によってその時の測
定値を電子スタッフが垂直時の高さの値となるように補
正した請求項1記載の道路形状測定方法。2. When measuring the height of a road with an electronic level and an electronic staff, the inclination angle of the electronic staff at the measurement point is measured, and the measured value at that time is calculated by the electronic staff based on the inclination angle. The road shape measuring method according to claim 1, wherein the road shape is corrected to a value of the road shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27940797A JP3864277B2 (en) | 1997-09-29 | 1997-09-29 | Road shape measurement method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27940797A JP3864277B2 (en) | 1997-09-29 | 1997-09-29 | Road shape measurement method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH11100809A true JPH11100809A (en) | 1999-04-13 |
| JP3864277B2 JP3864277B2 (en) | 2006-12-27 |
Family
ID=17610680
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP27940797A Expired - Lifetime JP3864277B2 (en) | 1997-09-29 | 1997-09-29 | Road shape measurement method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3864277B2 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006047293A (en) * | 2004-06-25 | 2006-02-16 | 059312 Nb Inc | Shape acceleration measuring apparatus and method |
| CN100393943C (en) * | 2006-02-28 | 2008-06-11 | 湘潭大学 | A height difference gauge for measuring adjacent slabs of concrete expansion joints |
| JP2008533459A (en) * | 2005-03-09 | 2008-08-21 | コミッサリア タ レネルジー アトミーク | Method and apparatus for obtaining geometric shapes |
| JP2013029470A (en) * | 2011-07-29 | 2013-02-07 | Css Engineering Co Ltd | Survey method and survey device for uneven plane |
| JP5512873B1 (en) * | 2012-11-27 | 2014-06-04 | 一貴 奥田 | Surveying auxiliary device and roadbed inspection method using the device |
| CN114016360A (en) * | 2021-10-27 | 2022-02-08 | 淮阴工学院 | Road surface damage detection method based on epicycloid model |
-
1997
- 1997-09-29 JP JP27940797A patent/JP3864277B2/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006047293A (en) * | 2004-06-25 | 2006-02-16 | 059312 Nb Inc | Shape acceleration measuring apparatus and method |
| JP2008533459A (en) * | 2005-03-09 | 2008-08-21 | コミッサリア タ レネルジー アトミーク | Method and apparatus for obtaining geometric shapes |
| CN100393943C (en) * | 2006-02-28 | 2008-06-11 | 湘潭大学 | A height difference gauge for measuring adjacent slabs of concrete expansion joints |
| JP2013029470A (en) * | 2011-07-29 | 2013-02-07 | Css Engineering Co Ltd | Survey method and survey device for uneven plane |
| JP5512873B1 (en) * | 2012-11-27 | 2014-06-04 | 一貴 奥田 | Surveying auxiliary device and roadbed inspection method using the device |
| CN114016360A (en) * | 2021-10-27 | 2022-02-08 | 淮阴工学院 | Road surface damage detection method based on epicycloid model |
| CN114016360B (en) * | 2021-10-27 | 2023-02-28 | 淮阴工学院 | Road surface damage detection method based on epicycloid model |
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| Publication number | Publication date |
|---|---|
| JP3864277B2 (en) | 2006-12-27 |
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