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JPH02136404A - Detector of subbase swelling condition - Google Patents

Detector of subbase swelling condition

Info

Publication number
JPH02136404A
JPH02136404A JP28688888A JP28688888A JPH02136404A JP H02136404 A JPH02136404 A JP H02136404A JP 28688888 A JP28688888 A JP 28688888A JP 28688888 A JP28688888 A JP 28688888A JP H02136404 A JPH02136404 A JP H02136404A
Authority
JP
Japan
Prior art keywords
height
vehicle body
roadbed
detector
detected
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
Application number
JP28688888A
Other languages
Japanese (ja)
Inventor
Nobuyoshi Hasumi
信義 羽角
Kojiro Oiwa
大岩 幸治郎
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.)
Sumitomo Heavy Industries Ltd
Sumitomo SHI Construction Machinery Co Ltd
Original Assignee
Sumitomo Heavy Industries Ltd
Sumitomo SHI Construction Machinery 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 Sumitomo Heavy Industries Ltd, Sumitomo SHI Construction Machinery Co Ltd filed Critical Sumitomo Heavy Industries Ltd
Priority to JP28688888A priority Critical patent/JPH02136404A/en
Publication of JPH02136404A publication Critical patent/JPH02136404A/en
Pending legal-status Critical Current

Links

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  • Road Repair (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

PURPOSE:To detect accurately the swell of a subbase by detecting a height of the subbase by a road height detector, and correcting the value to be detected by a height detector based on the values to be detected by an acceleration detector and an inclination detector to obtain a corrected height of the subbase. CONSTITUTION:A running distance detector 7 is mounted to a running car's body 1, a bearing member 8 extending to the reference plane of a subbase 5 in parallel is mounted to the front thereof, and five height detectors 9a - 9e are mounted to the lower plane thereof at specific intervals. An acceleration detector 10 to detect longitudinal acceleration of the body 1 and an inclination detector 11 to detect an inclination against the reference plane of the body 1 are mounted to the upper surface of the bearing member 8. A height to be detected by a height detection means based on an acceleration to be detected by the acceleration detector 10 and an inclination to be detected by the inclination detector 11 is corrected at a vertical position to obtain a height of the subbase 5. After that, the swell of the subbase 5 is calculated through an operation device by means of the running distance to be detected by a running distance detector 7.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は路盤のうねり状態を検出する検出装置に関し、
特に、道路の舗装を行うアスファルトフィニッシャ−等
に用いられる路盤うねり状態検出装置に関する。
[Detailed Description of the Invention] (Industrial Application Field) The present invention relates to a detection device for detecting the undulation state of a roadbed.
In particular, the present invention relates to a roadbed undulation state detection device used in asphalt finishers and the like that pave roads.

(従来の技術) 一般に、道路の舗装を行う際にはアスファルトフィニッ
シャ−等の敷きならし装置が用いられている。
(Prior Art) Generally, when paving roads, a leveling device such as an asphalt finisher is used.

このアスファルトフィニッシャ−では、走行車体を走ら
せつつ、ホッパー内の舗装材(アスファルト)をバーフ
ィーダで後方のスブレッティングスクリュに送って、こ
のスブレッティングスクリュによってアスファルトを路
盤に供給し、このアスファルトをスクリードアームの後
端に吊されたスクリードで平らに敷きならしている。
With this asphalt finisher, while the vehicle is running, the paving material (asphalt) in the hopper is sent to the rear spretting screw by the bar feeder, the asphalt is supplied to the roadbed by the spretting screw, and this asphalt is transferred to the screed arm. The floor is leveled with a screed suspended from the rear end.

ところで、道路の舗装を行う際には、予め定められた厚
さ(設計値)に舗装厚を維持する必要があり、また、舗
装面を平らにする必要がある。
By the way, when paving a road, it is necessary to maintain the pavement thickness at a predetermined thickness (design value), and it is also necessary to make the paved surface flat.

このため、従来、アスファルトフィニッシャ−を運転す
る作業員とは別の作業員(シックネスマン)が舗装面(
敷きならし面)にゲージ棒を差し込んで、舗装厚を確認
している。
For this reason, conventionally, a worker (sickness man) different from the worker operating the asphalt finisher was required to
The thickness of the pavement is checked by inserting a gauge rod into the leveled surface.

ところで、シックネスマンが舗装厚を確認する際には、
目標舗装厚と実際の舗装厚との差を計測するとともにア
スファルトフィニッシャ−の進行方向の路盤うねり状!
Fs(路盤凹凸状態)を計測する必要がある。
By the way, when the sickness man checks the pavement thickness,
Measures the difference between the target pavement thickness and the actual pavement thickness, and also measures the undulations of the roadbed in the direction in which the asphalt finisher moves!
It is necessary to measure Fs (roadbed unevenness state).

(発明が解決しようとする課題) ところが、シックネスマンが目標舗装厚と実際の舗装厚
との差を計?#1する場合には、ゲージ棒で比較的容易
に舗装厚の差を確認することができるが、アスファルト
フィニッシャ−の進行方向の路盤うねり状態の計測はシ
ックネスマンの目視にたよっている。このため、シック
ネスマンの熟練度による誤差が極めて大さ(、その結果
、舗装面を平らにすることができず、舗装品質が低下す
るという問題点がある。
(Problem to be solved by the invention) However, does the thickness man measure the difference between the target pavement thickness and the actual pavement thickness? In the case of #1, the difference in pavement thickness can be confirmed relatively easily with a gauge rod, but the measurement of the state of roadbed undulation in the direction of movement of the asphalt finisher relies on visual observation by a thickness man. For this reason, there is a problem in that the error due to the skill level of the thickness man is extremely large (as a result, the paved surface cannot be leveled and the quality of the paving deteriorates).

本発明の目的は路盤うねり状態を正確に検出することの
できる路盤うねり状態検出装置を提供することにある。
An object of the present invention is to provide a roadbed waviness detection device that can accurately detect roadbed waviness.

(課題を解決するための手段) 本発明によれば、走行車体と、該走行車体に対して一端
が回動可能に取り付けられ、前記走行車体の進行方向に
対して鉛直方向に回動自在のスクリードアームと、該ス
クリードアームに回動自在に取り付けられ、路盤上に舗
装材料を敷きならし、舗装面を形成するスクリードとを
有する敷きならし装置に用いられ、前記走行車体に予め
定められた間隔で取り付けられ、該走行車体と前記路盤
との高さを検出する複数の高さ検出手段と、前記走行車
体の走行距離を検出するための走行距離検出手段と、前
記走行車体に取り付けられ、該走行車体の鉛直方向の加
速度を検出するための加速度検出手段と、前記走行車体
に取り付けられ、予め設定された基準面に対する前記走
行車体の傾斜角を検出するための傾斜角検出手段と、前
記加速度検出手段からの検出加速度及び前記傾斜角検出
手段からの検出傾斜角に基づいて前記高さ検出手段の前
記鉛直方向位置を補正して、前記高さ検出手段の検出高
さを前記補正鉛直方向位置で補正して前記路盤の高さを
求め、前記走行距離検出手段の検出走行距離を用いて前
記路盤のうねりを算出する演算手段とを有することを特
徴とする路盤うねり状態検出装置が得られる。
(Means for Solving the Problems) According to the present invention, there is provided a traveling vehicle body, one end of which is rotatably attached to the traveling vehicle body, and which is rotatable in a direction perpendicular to the traveling direction of the traveling vehicle body. Used in a leveling device having a screed arm and a screed which is rotatably attached to the screed arm and spreads paving material on the roadbed to form a paved surface. a plurality of height detection means attached at intervals to detect the height of the running vehicle body and the roadbed; a running distance detection means for detecting a mileage of the running vehicle body; and a plurality of height detection means attached to the running vehicle body; an acceleration detecting means for detecting acceleration of the traveling vehicle body in the vertical direction; an inclination angle detecting means attached to the traveling vehicle body and detecting an inclination angle of the traveling vehicle body with respect to a preset reference plane; The vertical position of the height detecting means is corrected based on the detected acceleration from the acceleration detecting means and the detected inclination angle from the inclination angle detecting means, and the detected height of the height detecting means is adjusted in the corrected vertical direction. A roadbed undulation state detection device is obtained, comprising: calculating means for calculating the undulation of the roadbed by correcting the height of the roadbed by correcting it based on the position, and calculating the undulation of the roadbed using the detected traveling distance of the traveling distance detecting means. .

(作用) 本発明では、走行車体に所定の間隔で取り付けられた複
数の高さ検出手段によって路盤高さを複数箇所で検出す
る。演算手段は、加速度検出手段で検出される走行車体
の鉛直方向の加速度と傾斜角検出手段で検出される走行
車体の傾斜角度に基づいて高さ検出手段の前記鉛直方向
位置を補正して、これによって検出された路盤高さを補
正して補正路盤高さを求める。さらに、演算手段は、こ
の補正路盤高さと走行距離検出手段で検出された走行距
離を用いて路盤のうねりを算出する。この算出された路
盤のうねり状態は必要に応じて表示される。このように
して、路盤のうねり状態を求めることによって路盤のう
ねり状態に応じて路盤の舗装を行うことができ、舗装面
を平らに維持することが可能となる。
(Function) In the present invention, the roadbed height is detected at a plurality of locations by a plurality of height detection means attached to the traveling vehicle body at predetermined intervals. The calculating means corrects the vertical position of the height detecting means based on the vertical acceleration of the traveling vehicle body detected by the acceleration detecting means and the tilt angle of the traveling vehicle body detected by the tilt angle detecting means. The corrected roadbed height is determined by correcting the detected roadbed height. Further, the calculation means calculates the undulation of the roadbed using the corrected roadbed height and the travel distance detected by the travel distance detection means. This calculated undulation state of the roadbed is displayed as necessary. In this way, by determining the waviness of the roadbed, the roadbed can be paved in accordance with the waviness of the roadbed, and the paved surface can be maintained flat.

(実施例) 以下本発明について実施例によって説明する。(Example) The present invention will be explained below with reference to Examples.

まず、第1図及び第2図を参照して、アスファルトフィ
ニッシャ−の走行車体1の両端面には一対のスクリード
アーム2の一端(前端)がピボット結合されており、こ
の結果、スクリードアーム2はこのピボット点2aの回
りに、走行車体1の走行方向に関して鉛直方向に回動自
在となっている。また、スクリードアーム2の他端(後
端)には、走行車体1の走行方向に関して鉛直方向に回
動自在のスクリード3が取り付けられている。
First, referring to FIGS. 1 and 2, one end (front end) of a pair of screed arms 2 is pivotally connected to both end surfaces of a traveling vehicle body 1 of an asphalt finisher, and as a result, the screed arms 2 are It is rotatable around this pivot point 2a in the vertical direction with respect to the traveling direction of the traveling vehicle body 1. Further, a screed 3 is attached to the other end (rear end) of the screed arm 2 and is rotatable in the vertical direction with respect to the traveling direction of the traveling vehicle body 1.

前述のように、このアスファルトフィニッシャ−は、走
行車体1を走らせつつ、ホッパー(図示せず)内のアス
ファルトをバーフィーダ(図示せ、ず)で後方のスブレ
ッティングスクリュ(図示せず)に送って、このスクリ
ユによってアスファルト4を路盤5に供給し、このアス
ファルト4をスクリードで平らに敷きならし、舗装面6
を形成している。
As mentioned above, this asphalt finisher feeds the asphalt in the hopper (not shown) to the rear spretting screw (not shown) using the bar feeder (not shown) while the traveling vehicle body 1 is running. , the asphalt 4 is supplied to the roadbed 5 by this screed, this asphalt 4 is laid flat with a screed, and the paved surface 6 is
is formed.

第3図も参照して、走行車体1には走行車体1の走行距
離を検出する走行距離検出器7が備えられている。また
、走行車体1の前端部には路盤5の基準面に対して平行
に延びる支持部材8が取り付けられており、この支持部
材8の下面には所定の間隔をおいて5個の高さ検出器(
超音波センサ) 9 a 、9 b 、9 c 、9 
d s及び9eが取り付けられている。そして、これら
高さ検出器98〜9eによって路盤と支持部材8、即ち
、走行車体1との距離が検出される(以下、路盤と支持
部材8との距離を単に車体の高さという)。支持部材8
の上面には走行車体1の鉛直方向、即ち、上下方向の加
速度を検出するための加速度検出器10が取り付けられ
るとともに走行車体1の上記の基準面に対する傾斜角度
を検出するための傾斜角検出器11が取り付けられてい
る。アスファルトフィニッシャ−の運転パネル1aには
表示装置を備える演算装置12が備えられている。この
演算装置12には走行距離検出器7、高さ検出器9a〜
9e、加速度検出器10、及び傾斜角検出器11が接続
されている。
Referring also to FIG. 3, the traveling vehicle body 1 is equipped with a traveling distance detector 7 for detecting the traveling distance of the traveling vehicle body 1. Further, a support member 8 extending parallel to the reference plane of the roadbed 5 is attached to the front end of the traveling vehicle body 1, and five height detection sensors are mounted on the lower surface of the support member 8 at predetermined intervals. vessel(
Ultrasonic sensor) 9 a , 9 b , 9 c , 9
ds and 9e are attached. The height detectors 98 to 9e detect the distance between the roadbed and the support member 8, that is, the traveling vehicle body 1 (hereinafter, the distance between the roadbed and the support member 8 is simply referred to as the height of the vehicle body). Support member 8
An acceleration detector 10 for detecting acceleration of the vehicle body 1 in the vertical direction, that is, the vertical direction, is attached to the top surface, and an inclination angle detector for detecting the angle of inclination of the vehicle body 1 with respect to the above-mentioned reference plane. 11 is attached. The operation panel 1a of the asphalt finisher is equipped with a calculation device 12 including a display device. This calculation device 12 includes a mileage detector 7, a height detector 9a to
9e, an acceleration detector 10, and a tilt angle detector 11 are connected.

ここで、第4図、第5図、及び第6図も参照して、走行
車体1の進行方向をX方向、路盤5の幅方向をX方向、
及び鉛直方向を2方向とすると、xn地点において路盤
5の高さが超音波センサー9 a 、9 b 、 9 
c 、9 d s及び9eによって検出され、これら検
出路盤高さは演算装置12に入力される。ここで、超音
波センサー9a、9b、9c、9d、及び9eによって
検出される路盤5の高さをそれぞれh+  h2、hi
 、h4及びり。
Here, with reference also to FIGS. 4, 5, and 6, the traveling direction of the traveling vehicle body 1 is the X direction, the width direction of the roadbed 5 is the X direction,
and the vertical direction as two directions, the height of the roadbed 5 at point xn is the height of the ultrasonic sensors 9 a , 9 b , 9
c, 9ds, and 9e, and these detected roadbed heights are input to the calculation device 12. Here, the heights of the roadbed 5 detected by the ultrasonic sensors 9a, 9b, 9c, 9d, and 9e are h+ h2, hi, respectively.
, h4 and more.

とする。shall be.

一方、加速度検出器10によってxn地点における路盤
うねりに応じた加速度が検出されて演算装置12に入力
され、ここで、この検出加速度が2回積分され、検出加
速度に基づく車体高さの第1の変化が求められる。また
、傾斜角検出器11によってX、地点における路盤うね
りに応じた支持部材8の傾斜角度θが検出されて演算装
置12に人力される。演算装置12はこの検出傾斜角度
θと第1の変化によって各超音波センサー9a。
On the other hand, the acceleration detector 10 detects the acceleration corresponding to the roadbed undulation at point Change is required. Further, the inclination angle θ of the support member 8 corresponding to the roadbed undulation at the point X is detected by the inclination angle detector 11 and inputted to the arithmetic unit 12 manually. The arithmetic unit 12 calculates each ultrasonic sensor 9a based on the detected inclination angle θ and the first change.

9b、9c、9ds及び9eの取り付は位置s1、S2
% 83.84、及びS、の2方向の変位、即ち、第2
の変化を知る。そして、演算装置12は第2の変化に基
づいて路盤5の高さり、 、h2、h、、h4、及びり
、を補正して補正路盤高さHH2、H,、H4、及びH
5を求める。
9b, 9c, 9ds and 9e are installed at positions s1 and S2
% 83.84, and the displacement in two directions of S, i.e. the second
Learn about changes in Then, the arithmetic unit 12 corrects the heights of the roadbed 5, , h2, h, , h4, and the heights of the roadbed 5 based on the second change to obtain corrected roadbed heights HH2, H, , H4, and H.
Find 5.

以下同様にして、走行距離検出器7によって検出される
走行車体1の走行距離に応じて、即ち、走行位ii!X
、−1X、−2、X5−i 、X、−4、”””におけ
る補正路盤高さが求められる。つまり、補正路盤高さの
x−y−z座標の値が走行距離に応じて順次求められ、
例えば、第5図に示すようにして実際の路盤のうねりが
表示装置13に表示される。
Thereafter, in the same manner, depending on the traveling distance of the traveling vehicle body 1 detected by the traveling distance detector 7, that is, the traveling position ii! X
, -1X, -2, X5-i , wanted,
For example, actual undulations of the roadbed are displayed on the display device 13 as shown in FIG.

なお、補正路盤高さのx−y−z座標の値を多数水める
には超音波センサーの数を増やす必要があり1.超音波
センサーの数及び間隔は必要に応じて適宜変えることが
可能である。
Note that in order to obtain a large number of x-y-z coordinate values for the corrected roadbed height, it is necessary to increase the number of ultrasonic sensors.1. The number and spacing of ultrasonic sensors can be changed as necessary.

(発明の効果) 以上説明したように、本発明では、複数の路面高さ検出
器により、路盤の高さを検出し、加速度検出器からの検
出加速度及び傾斜角検出器からの検出傾斜角に基づいて
高さ検出器の鉛直方向位置を補正して、補正路盤高さ求
め、これによって、路盤のうねりを算出表示するように
したから、路盤のうねりを正確に求めることができる。
(Effects of the Invention) As explained above, in the present invention, the height of the roadbed is detected by a plurality of road surface height detectors, and the detected acceleration from the acceleration detector and the detected inclination angle from the inclination angle detector are used. Based on this, the vertical position of the height detector is corrected to obtain the corrected roadbed height, and the waviness of the roadbed is calculated and displayed based on this, so that the waviness of the roadbed can be accurately determined.

従って、シックネスマンが舗装面を平らにすることが容
易になり、舗装品質を向上させることができる。
Therefore, it becomes easier for the sickness man to flatten the pavement surface, and the quality of the pavement can be improved.

臥下憩日Sleeping day

【図面の簡単な説明】[Brief explanation of the drawing]

第1図、第2図、及び第3図は本発明による路盤うねり
状態検出装置が用いられた敷きならし装置の一実施例を
示す図、第4図は本発明による路盤うねり状態検出装置
を示すブロック図、第5図及び第6図は路盤うねり状態
の算出を説明するための図である。 1・・・走行車体、2・・・スクリードアーム、3・・
・スクリード、4・・・アスファルト、5・・・路盤、
6・・・舗装面、7・・・走行距離検出器、8・・・支
持部材、98〜9e・・・超音波センサー 10・・・
加速度検出器、11・・・傾斜角検出器、12・・・演
算装置。 第3図 第1図 第2図 第5図 惰6図
1, 2, and 3 are views showing an embodiment of a leveling device using the roadbed waviness state detection device according to the present invention, and FIG. 4 is a diagram showing an embodiment of the leveling device using the roadbed waviness state detection device according to the present invention. The block diagrams shown in FIGS. 5 and 6 are diagrams for explaining calculation of the roadbed undulation state. 1... Traveling vehicle body, 2... Screed arm, 3...
・Screed, 4... Asphalt, 5... Roadbed,
6... Paved surface, 7... Mileage detector, 8... Support member, 98-9e... Ultrasonic sensor 10...
Acceleration detector, 11... Tilt angle detector, 12... Arithmetic device. Figure 3 Figure 1 Figure 2 Figure 5 Figure 6

Claims (1)

【特許請求の範囲】[Claims] 1、走行車体と、該走行車体に対して一端が回動可能に
取り付けられ、前記走行車体の進行方向に対して鉛直方
向に回動自在のスクリードアームと、該スクリードアー
ムに回動自在に取り付けられ、路盤上に舗装材料を敷き
ならし、舗装面を形成するスクリードとを有する敷きな
らし装置に用いられ、前記走行車体に予め定められた間
隔で取り付けられ、該走行車体と前記路盤との高さを検
出する複数の高さ検出手段と、前記走行車体の走行距離
を検出するための走行距離検出手段と、前記走行車体に
取り付けられ、該走行車体の鉛直方向の加速度を検出す
るための加速度検出手段と、前記走行車体に取り付けら
れ、予め設定された基準面に対する前記走行車体の傾斜
角を検出するための傾斜角検出手段と、前記加速度検出
手段からの検出加速度及び前記傾斜角検出手段からの検
出傾斜角に基づいて前記高さ検出手段の前記鉛直方向位
置を補正して、前記高さ検出手段の検出高さを前記補正
鉛直方向位置で補正して前記路盤の高さを求め、前記走
行距離検出手段の検出走行距離を用いて前記路盤のうね
りを算出する演算手段とを有することを特徴とする路盤
うねり状態検出装置。
1. A running vehicle body, a screed arm rotatably attached at one end to the running vehicle body and rotatable in a direction perpendicular to the traveling direction of the running vehicle body, and a screed arm rotatably attached to the screed arm. The screed is used in a leveling device that spreads paving material on a roadbed and has a screed that forms a paved surface, and is attached to the traveling vehicle body at predetermined intervals, and is connected to the traveling vehicle body and the roadbed. a plurality of height detecting means for detecting height; a traveling distance detecting means for detecting the traveling distance of the traveling vehicle body; and a plurality of height detecting means attached to the traveling vehicle body for detecting the acceleration of the traveling vehicle body in the vertical direction. an acceleration detecting means; a tilt angle detecting means attached to the traveling vehicle body for detecting a tilt angle of the traveling vehicle body with respect to a preset reference plane; and a detected acceleration from the acceleration detecting means and the tilt angle detecting means. correcting the vertical position of the height detecting means based on the detected inclination angle from the angle of inclination, and correcting the detected height of the height detecting means with the corrected vertical position to determine the height of the roadbed; A roadbed waviness state detection device, comprising: arithmetic means for calculating waviness of the roadbed using the detected travel distance of the travel distance detection means.
JP28688888A 1988-11-15 1988-11-15 Detector of subbase swelling condition Pending JPH02136404A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28688888A JPH02136404A (en) 1988-11-15 1988-11-15 Detector of subbase swelling condition

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28688888A JPH02136404A (en) 1988-11-15 1988-11-15 Detector of subbase swelling condition

Publications (1)

Publication Number Publication Date
JPH02136404A true JPH02136404A (en) 1990-05-25

Family

ID=17710300

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28688888A Pending JPH02136404A (en) 1988-11-15 1988-11-15 Detector of subbase swelling condition

Country Status (1)

Country Link
JP (1) JPH02136404A (en)

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