JPS63121606U - - Google Patents

Info

Publication number
JPS63121606U
JPS63121606U JP928487U JP928487U JPS63121606U JP S63121606 U JPS63121606 U JP S63121606U JP 928487 U JP928487 U JP 928487U JP 928487 U JP928487 U JP 928487U JP S63121606 U JPS63121606 U JP S63121606U
Authority
JP
Japan
Prior art keywords
pavement thickness
predetermined time
calculation means
predicted
average
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
JP928487U
Other languages
Japanese (ja)
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 filed Critical
Priority to JP928487U priority Critical patent/JPS63121606U/ja
Publication of JPS63121606U publication Critical patent/JPS63121606U/ja
Pending legal-status Critical Current

Links

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  • Road Paving Machines (AREA)

Description

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

第1図は本考案によるアスフアルトフイニツシ
ヤの舗装厚モニタ装置の構成を示すブロツク図、
第2図は本考案の適用されるアスフアルトフイニ
ツシヤの構造を示す側面図、第3図は第1図の演
算表示器により制御されるアクチユエータの構成
を示す回路図、第4図は演算表示器内の表示部の
一例を示す正面図、第5図は演算表示器内の表示
部の他の一例を示す正面図、第6図は演算表示器
内の演算部の動作を説明するためのタイムチヤー
ト、第7図は舗装厚の算出式を説明するための図
である。 1……アスフアルトフイニツシヤ、2……走行
車体、3……スクリード、4……アーム、5……
調整ハンドル、6……レベリングシリンダ、11
,12……高さ検出器、13……角度検出器、1
4……演算表示器、15……アクチユエータ、1
6……センサ部、14a……表示部、14b……
演算部、14d……記憶部、40……計測部、4
1……第1の演算部、42……第2の演算部、5
1……第1のエリア、52……第2のエリア。
FIG. 1 is a block diagram showing the configuration of an asphalt finisher pavement thickness monitoring device according to the present invention.
Figure 2 is a side view showing the structure of an asphalt finisher to which the present invention is applied, Figure 3 is a circuit diagram showing the configuration of an actuator controlled by the calculation display shown in Figure 1, and Figure 4 is the calculation display. Fig. 5 is a front view showing another example of the display part in the calculation display, and Fig. 6 is a time diagram for explaining the operation of the calculation part in the calculation display. FIG. 7 is a diagram for explaining the formula for calculating pavement thickness. 1... Asphalt finisher, 2... Traveling vehicle body, 3... Screed, 4... Arm, 5...
Adjustment handle, 6...Leveling cylinder, 11
, 12... Height detector, 13... Angle detector, 1
4... Calculation display, 15... Actuator, 1
6...Sensor section, 14a...Display section, 14b...
Arithmetic unit, 14d...Storage unit, 40...Measurement unit, 4
1...First arithmetic unit, 42...Second arithmetic unit, 5
1...first area, 52...second area.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 第1の所定時間(τ)間隔毎に舗装厚T(0)
を計測する計測手段と、該計測手段で計測された
舗装厚データを前記第1の所定時間(τ)間隔毎
に順次記憶する第1の記憶手段と、該第1の記憶
手段に記憶された現在及び過去の連続したn個の
舗装厚データ(T(0),T(−τ),…,T(
−(n−1)τ))を平均した平均舗装厚(0
)を第2の所定時間(nτ)間隔毎に求める第1
の演算手段と、該第1の演算手段で求められた平
均舗装厚データを前記第2の所定時間(nτ)間
隔毎に順次記憶する第2の記憶手段と、該第2の
記憶手段に記憶された現在及び過去の連続したm
個の平均舗装厚データ(0),(−nτ),
…,(−(m−1)nτ)に基づいて第3の所
定時間(Δt)経過後の予測舗装厚T^(Δt)
を求める第2の演算手段と、該第2の演算手段で
求められた予測舗装厚に関する情報を表示する表
示手段とを有することを特徴とするアスフアルト
フイニツシヤの舗装厚モニタ装置。
Pavement thickness T(0) every first predetermined time (τ) interval
a first storage means for sequentially storing pavement thickness data measured by the measuring means at intervals of the first predetermined time (τ); Current and past n consecutive pavement thickness data (T(0), T(-τ),...,T(
-(n-1)τ))) average pavement thickness (0
) is calculated every second predetermined time (nτ) interval.
a calculation means, a second storage means for sequentially storing the average pavement thickness data obtained by the first calculation means at intervals of the second predetermined time (nτ), and storage in the second storage means. Continuous present and past m
Average pavement thickness data (0), (-nτ),
Predicted pavement thickness T^(Δt) after the third predetermined time (Δt) based on ..., (-(m-1)nτ)
1. A pavement thickness monitoring device for an asphalt finish, comprising: a second calculation means for calculating the predicted pavement thickness; and a display means for displaying information regarding the predicted pavement thickness calculated by the second calculation means.
JP928487U 1987-01-27 1987-01-27 Pending JPS63121606U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP928487U JPS63121606U (en) 1987-01-27 1987-01-27

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP928487U JPS63121606U (en) 1987-01-27 1987-01-27

Publications (1)

Publication Number Publication Date
JPS63121606U true JPS63121606U (en) 1988-08-08

Family

ID=30794455

Family Applications (1)

Application Number Title Priority Date Filing Date
JP928487U Pending JPS63121606U (en) 1987-01-27 1987-01-27

Country Status (1)

Country Link
JP (1) JPS63121606U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992008847A1 (en) * 1990-11-14 1992-05-29 Niigata Engineering Co., Ltd. Method of controlling pavement thickness in motor grader and method of setting conditions for automatic control
JPH04179712A (en) * 1990-11-14 1992-06-26 Niigata Eng Co Ltd Pavement monitoring method for paving machine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992008847A1 (en) * 1990-11-14 1992-05-29 Niigata Engineering Co., Ltd. Method of controlling pavement thickness in motor grader and method of setting conditions for automatic control
JPH04179712A (en) * 1990-11-14 1992-06-26 Niigata Eng Co Ltd Pavement monitoring method for paving machine

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