JPH03225213A - Device for detecting thickness of pavement - Google Patents
Device for detecting thickness of pavementInfo
- Publication number
- JPH03225213A JPH03225213A JP1912690A JP1912690A JPH03225213A JP H03225213 A JPH03225213 A JP H03225213A JP 1912690 A JP1912690 A JP 1912690A JP 1912690 A JP1912690 A JP 1912690A JP H03225213 A JPH03225213 A JP H03225213A
- Authority
- JP
- Japan
- Prior art keywords
- screed
- laser beam
- distance
- pavement
- laser
- 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
Landscapes
- Length Measuring Devices By Optical Means (AREA)
Abstract
Description
【発明の詳細な説明】
[産業上の利用分野]
この発明は、アスファルトフィニッシャ等の敷きならし
機械に用いられる路面の舗装厚検出装置に関するらので
ある。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a road surface pavement thickness detection device used in a leveling machine such as an asphalt finisher.
「従来の技術」
従来から、道路の舗装を行うためアスファルト等の舗装
材を路面上に敷きならす装置としてアスファルトフィニ
ッシャが知られている。"Prior Art" Asphalt finishers have been known as devices for spreading paving materials such as asphalt on road surfaces to pave roads.
このアスファルトフィニッシャにおいては、車体を走行
させながら、ホッパ内の舗装材(アスファルト)をハー
フイータで車体後方のスプレツタに送り、スブレッデイ
ンダスクリュウにより路面中−杯に拡げ、このアスファ
ルトをスクリードで平坦に敷きならすようになっている
。In this asphalt finisher, while the vehicle is running, the paving material (asphalt) in the hopper is sent to the sprayer at the rear of the vehicle using a half eater, spread over the entire road surface using a spreading dust screw, and this asphalt is flattened using a screed. It is laid out evenly.
ところで、路面の舗装に際しては、予め定められたJゾ
さく設計値)に舗装厚を維持する必要がある。そこで従
来は、アスファルトフイニ・・lシャの運転者とは別の
作業者が舗装面にゲージ棒を差し込んで舗装厚を計12
+1 していた。By the way, when paving a road surface, it is necessary to maintain the pavement thickness at a predetermined J-thickness design value. Conventionally, a worker other than the operator of the asphalt inflator inserted a gauge rod into the pavement surface and measured the pavement thickness by measuring a total of 12 mm.
It was +1.
このように、ゲージ棒で舗装厚の計測確認を行うために
は、アスファルトフィニッシャの運転者の他に計測のた
めの作業者を必要とし、また、施工後の舗装面に傷がつ
くばかりでなく、連続的に計計iすることかできないと
いう問題点がある。In this way, measuring and confirming pavement thickness with a gauge rod requires a worker in addition to the operator of the asphalt finisher, and it also causes damage to the pavement surface after construction. , there is a problem that it is only possible to measure i continuously.
そこで、この問題点を解決するために、種々の舗装厚自
動i’!III定装置が提実装置ている。(例えば実開
昭60−L 72808公報および特開昭619 ’)
103公報参照)
[発明が解決しようとする課題]
しかし、上記従来公知の舗装Jゾ潤定装置は、舗装前の
路面か平坦であると仮定して舗装厚を推定3−るtうに
な−)でおり、舗装前111の路面に凹凸があったり、
つわりかあったりすると JF fIII を差が生じ
るという別の問題点がある。Therefore, in order to solve this problem, various pavement thickness automatic i'! III fixed device is the proposed device. (For example, Utility Model Publication No. 60-L 72808 and Japanese Unexamined Patent Publication No. 619/1989)
(See Publication No. 103) [Problems to be Solved by the Invention] However, the conventionally known pavement lubrication device described above estimates the pavement thickness on the assumption that the road surface before paving is flat. ), and the road surface of 111 before paving is uneven.
Another problem is that if you have morning sickness, there will be a difference in JF fIII.
二の問題点に付汚するため1本出願人は、フィニッシャ
移動位置に沿って地表面にほぼモ行なレーザヒ−21、
を投射するレーザ投光器を設置し、方、フィコ・lシャ
には、路面に慴接しその凹凸に応動してト下する+ii
F ?裔2本の垂直軸を設け、該垂直軸にそれぞれレー
ザ投光器を収り(−Fけ、前記レーザヒ−1、の投射に
より’j−;=られるレーザレベルを基準として舗装置
iη後の路面の高さを検出し、舗装;笹の路面に凹凸か
あ・っても正確に舗装厚を検出できる装置を闇発し特許
出願中である。(特開昭63−122910公報参照)
しかし、前記発明においては、路面に摺接しその凹凸に
応動して上下する前後2本の垂直軸を設ける必要があり
、既設のアスファルトフィニッシャに適用する場合には
車体の改造が必要となり、レーザレベル検出用の受光器
の取付位置に制約があるという問題点が残されていた。In order to address the second problem, the applicant proposed a laser beam 21 that is almost movable on the ground surface along the finisher movement position.
A laser projector is installed that projects a
F? Two vertical axes are provided, and a laser projector is placed on each of the vertical axes. He has secretly discovered a device that can detect the height and accurately detect the thickness of pavement even when there are unevenness on the bamboo road surface, and is currently applying for a patent. In this case, it is necessary to provide two vertical axes, front and rear, that slide against the road surface and move up and down in response to the unevenness of the road surface.If it is applied to an existing asphalt finisher, the vehicle body will need to be modified, and a light receiver for laser level detection will need to be installed. The problem remained that there were restrictions on the mounting position of the device.
この発明は、アスファルトフィニッシャの車体に改造を
加えることなく、上記問題点のすべてを解決することを
課題とするものである。The object of the present invention is to solve all of the above problems without modifying the body of an asphalt finisher.
[課題を解決するための手段1
この発明は上記課題を解決するための手段を提供するも
のであって、舗装対象路面付近に水平方向にレーザビー
ムを投射+i(能な回転型レーザ投光器1を設置すると
共に、アスファルトフィニッシャのスクリードアーム2
の側面前後2箇所に萌記し−サビームの受光器3a、3
bを取付け、該受光器3a、3bの中間において前記ス
クリードアーム2のr而に地表までの距離を測定可能な
距離検出器、lを取付け、かつ、スクリードアーム2の
後部1゛、而とスクリード5の上部との間に角度検出器
6を、虫体7の上部に走行距離計8をそれぞれ配設した
ことを特徴とする舗装厚検出装置を発明・隻旨とするも
のて′ある。[Means for Solving the Problems 1] The present invention provides means for solving the above problems, and includes a rotary laser projector 1 capable of projecting a laser beam in the horizontal direction near the road surface to be paved. At the same time as installing the asphalt finisher screed arm 2
It is written in two places on the front and back sides of - Sabim's receiver 3a, 3
b is attached, and a distance detector l capable of measuring the distance to the ground surface is attached to r of the screed arm 2 between the light receivers 3a and 3b, and l is attached to the rear part 1 of the screed arm 2, and the screed is attached to the screed arm 2. The object of the present invention is to provide a pavement thickness detecting device characterized in that an angle detector 6 is disposed between the upper part of the insect body 5 and an odometer 8 is disposed above the insect body 7.
′実施例1 以F本発明の実施例を図を用いて説明する。'Example 1 Hereinafter, embodiments of the present invention will be described with reference to the drawings.
1シ1中1は、水平方向にレーザビームを投射可能な回
転をレーザ投光器であって、舗装対象路面付近の適当な
箇所に設置され、ヘッドを回転させる二とによって、地
に面と・F行に回転するレーザレベルI Lを設定する
ことができる。1 of 1 is a rotating laser projector capable of projecting a laser beam in the horizontal direction.It is installed at an appropriate location near the road surface to be paved, and by rotating the head, it can project a laser beam on the ground. The laser level IL can be set to rotate in rows.
2は、アスファルトフイニ・・lシャのスクリードアー
ムであって、その側面には前後2箇所に前記し−ザヒー
ムの受光器3a、3bか取付けられレーザレベルILを
検出て・きるようになっている。Reference numeral 2 is a screed arm of an asphalt fin. On its side surface, Zaheem light receivers 3a and 3b are attached at two places, front and rear, so that the laser level IL can be detected. There is.
4は、+iir記該受光器3a、3bの中間においてス
クリードアーム2の下面に取付けちれた距離検出器であ
って、地表までの距離を測定することかて′きる。4 is a distance detector attached to the lower surface of the screed arm 2 between the light receivers 3a and 3b, and is capable of measuring the distance to the ground surface.
前記スクリードアーム2の後部上面とスクリード5の上
部との間には角度検出器6か配設され、スクリー]へア
ーム2とスクリード5との角度を検出することかできる
。また、車体7の下部には走行距雛計8か配設されてお
り、走行距離を検出できるようになっている。An angle detector 6 is disposed between the rear upper surface of the screed arm 2 and the upper part of the screed 5, and can detect the angle between the screed arm 2 and the screed 5. Further, a mileage meter 8 is provided at the bottom of the vehicle body 7, so that the distance traveled can be detected.
「fヤ用1
」−記実施例を参照しつつ本発明の作用について説明す
る。The operation of the present invention will be explained with reference to the embodiments described above.
回転型レーザ投光器1のヘッドを回転させることによっ
て、地表面と平行に回転するレーザレベルILを設定し
、スクリードアーム2の側面前後2@所に取付けられた
レーザビームの受光器3aと3bによってレーザレベル
ILを検出し、このレーザレベル1■−を基準面として
、これに対する上下の偏差を求め、前後の受光器3a、
3bの間に位置する距離検出器4の前記基準面に対する
位置(距Aidt)を検出し、距離検出器4の検出値(
地表までの距Aid2)によって舗装前の地表面(例え
ば、第3図のA点)の基準面に対する位置(距#d 3
= d l+(i。)を知ることができる。By rotating the head of the rotary laser projector 1, a laser level IL that rotates parallel to the ground surface is set, and the laser beam receivers 3a and 3b attached to the front and rear sides of the screed arm 2 emit the laser beam. Level IL is detected, this laser level 1■- is used as a reference plane, and the vertical deviation from this is determined.
3b, the position (distance Aidt) of the distance detector 4 with respect to the reference plane is detected, and the detected value of the distance detector 4 (
The distance to the ground surface (Aid2) determines the position (distance #d3) of the ground surface before paving (for example, point A in Figure 3) with respect to the reference plane.
= d l + (i.) can be known.
すなわち、第3図において、3a、3bおよび4の位置
関係は予め機械的な寸法として既知であるから、受光器
3a、3bのどの位置に光軸(レーザレベルI L )
が(またーっているかか分かれば、dlが求まる。そこ
で距離検出器4から地表までの距離(1□を測定すれば
、d3−dl+d2を容易に求めることができる。That is, in FIG. 3, since the positional relationship between 3a, 3b and 4 is known in advance as mechanical dimensions, at which position of the light receivers 3a and 3b is the optical axis (laser level I L ) located?
dl can be found by determining whether or not the ground is crossed. Then, by measuring the distance (1□) from the distance detector 4 to the ground surface, d3 - dl + d2 can be easily found.
次に、アスファルトフィニッシャの走行距離を11(体
7F部の、1行距離計8により検出し、例えば第1−1
vに示すように、第3図のA点にスクリード5の後端が
到達したときに、前後の受光器3 a 。Next, the traveling distance of the asphalt finisher is detected by the one-line distance meter 8 on the body 7F section 11 (for example, the 1-1
As shown in FIG. 3, when the rear end of the screed 5 reaches point A in FIG.
3bによってスクリードアーム2の位置(前後の傾き)
を検出し、さらに、角度検出器6に、上ってスクリード
アーム2とスクリード5との関係を求めて舗装+′1
’Fを算出することかできる。3b determines the position of the screed arm 2 (front and back inclination)
Then, the angle detector 6 is used to determine the relationship between the screed arm 2 and the screed 5, and the paving +'1
'F can be calculated.
すなわち、第4図に示すように、車体7が前進してスク
リード5の?&端かA点上に達したとき、基準面ILと
スクリード5後端−F面との位置関係(距fll d
4 )は、スクリードアーム2の傾きと角度検出器6の
検出値によって求められるから、舗装JゾT=d、、−
d、、により舗装厚Tを算出することができる。That is, as shown in FIG. & When reaching the end or point A, the positional relationship between the reference plane IL and the rear end of the screed 5 - the F plane (distance fll d
4) is determined by the inclination of the screed arm 2 and the detected value of the angle detector 6, so the pavement JzoT=d, -
The pavement thickness T can be calculated by d.
:効果]
本発明によれは、舗装対象路面付近に水上方向にレーザ
ビームを投射可能な回転型レーザ投光器lを設置すると
共に、アスファルトフィニッシャのスクリードアーム2
の側面前後2箇所に前記レーザビームの受光7S 3
a 、 ’3 bを取付け、該受光33a、3bの中間
において前記スクリードアーム2のF而に地表までの距
離を測定可能な距離検“Ij器・lを取付け、かつ、ス
クリードアーム2の後部」二面とスクリード5のF部と
の間に角度検出器6を、車体7の下部に走行距離計8を
それぞれ配設したことに1つ、レーザレベル11−を基
準面として舗装面の路面の凹凸を連続して検出でき 対
応する舗装厚を連続して検出可能であり、レーザビーム
の受光器3a、3bをスクリードアーム2に取付けるよ
つにしたため、車体に何らの改造を施す必要なく、また
、地表までの距離検出誤差が累積しないので高い精度で
舗装厚を検出することかできる。:Effect] According to the present invention, a rotary laser projector l capable of projecting a laser beam in the direction of water is installed near the road surface to be paved, and a screed arm 2 of an asphalt finisher is installed.
The laser beam is received at two places on the front and back sides of the 7S3
a, '3b, and a distance detector capable of measuring the distance to the ground surface on the F of the screed arm 2 between the light receivers 33a and 3b, and the rear of the screed arm 2. An angle detector 6 is installed between the second surface and the F section of the screed 5, and an odometer 8 is installed at the bottom of the vehicle body 7. It is possible to continuously detect irregularities and the corresponding pavement thickness, and since the laser beam receivers 3a and 3b are attached to the screed arm 2, there is no need to make any modifications to the vehicle body. Since distance detection errors to the ground surface do not accumulate, pavement thickness can be detected with high accuracy.
第1図は本発明装置の側面図、第2図ないし第4 [;
!1は1ヤ用説明図である。
に回転型レーザ投光器
IL、レーザレベル(基準面)
2ニスクリートアーム
3a、3b・受光器
4:距離検出器
5 スクリード
6・角度検出器
7:重体
8:1行yr: M計FIG. 1 is a side view of the device of the present invention, and FIGS. 2 to 4 [;
! 1 is an explanatory diagram for one year. Rotating laser projector IL, laser level (reference plane) 2 niscrete arms 3a, 3b, receiver 4: distance detector 5, screed 6, angle detector 7: heavy object 8: 1st row yr: M meter
Claims (1)
可能な回転型レーザ投光器(1)を設置すると共に、ア
スフアルトフィニッシャのスクリードアーム(2)の側
面前後2箇所に前記レーザビームの受光器(3a)、(
3b)を取付け、該受光器(3a)、(3b)の中間に
おいて前記スクリードアーム(2)の下面に地表までの
距離を測定可能な距離検出器(4)を取付け、かつ、ス
クリードアーム(2)の後部上面とスクリード(5)の
上部との間に角度検出器(6)を、車体(7)の下部に
走行距離計(8)をそれぞれ配設したことを特徴とする
舗装厚検出装置。1) A rotary laser projector (1) capable of projecting a laser beam horizontally near the road surface to be paved is installed, and a laser beam receiver (3a) is installed at two locations on the front and back sides of the screed arm (2) of the asphalt finisher. ), (
3b), and a distance detector (4) capable of measuring the distance to the ground surface is attached to the lower surface of the screed arm (2) between the light receivers (3a) and (3b), and the screed arm (2 ), an angle detector (6) is disposed between the rear upper surface of the vehicle and the upper part of the screed (5), and an odometer (8) is disposed at the bottom of the vehicle body (7). .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1912690A JPH03225213A (en) | 1990-01-31 | 1990-01-31 | Device for detecting thickness of pavement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1912690A JPH03225213A (en) | 1990-01-31 | 1990-01-31 | Device for detecting thickness of pavement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH03225213A true JPH03225213A (en) | 1991-10-04 |
Family
ID=11990770
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1912690A Pending JPH03225213A (en) | 1990-01-31 | 1990-01-31 | Device for detecting thickness of pavement |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03225213A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017508088A (en) * | 2014-03-18 | 2017-03-23 | エムオーベーアー モビール アウトマチオーン アーゲーMOBA Mobile Automation AG | Road paving machine having a layer thickness detection device and method for detecting the thickness of an applied material layer |
-
1990
- 1990-01-31 JP JP1912690A patent/JPH03225213A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017508088A (en) * | 2014-03-18 | 2017-03-23 | エムオーベーアー モビール アウトマチオーン アーゲーMOBA Mobile Automation AG | Road paving machine having a layer thickness detection device and method for detecting the thickness of an applied material layer |
| US9988773B2 (en) | 2014-03-18 | 2018-06-05 | Moba Mobile Automation Ag | Road paver having layer thickness detecting device and method |
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