JPS5828533B2 - Axle load measuring device for running vehicles - Google Patents
Axle load measuring device for running vehiclesInfo
- Publication number
- JPS5828533B2 JPS5828533B2 JP51046235A JP4623576A JPS5828533B2 JP S5828533 B2 JPS5828533 B2 JP S5828533B2 JP 51046235 A JP51046235 A JP 51046235A JP 4623576 A JP4623576 A JP 4623576A JP S5828533 B2 JPS5828533 B2 JP S5828533B2
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- Prior art keywords
- axle load
- vehicle
- measuring device
- running
- axle
- 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.)
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Description
【発明の詳細な説明】
本発明は、高速道路の料金所(入口)付近に設置して、
走行車両の軸重、総重量等を測定する軸重測定装置の改
良に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention provides for installation near toll gates (entrances) of expressways,
This invention relates to an improvement of an axle load measuring device that measures the axle load, total weight, etc. of a running vehicle.
第1図は従来の軸重検出部が路面に埋設され、走行車両
が接近しつつある状態を示す平面図で、1は軸重検出部
、2はひずみゲージ式ロードセル、3は載荷板、4は埋
設用外枠、5はレーンマーク、6は走行車両、7は走行
車両の前輪、8は走行車両の後輪である。Fig. 1 is a plan view showing a state in which a conventional axle load detection unit is buried in the road surface and a traveling vehicle is approaching, where 1 is the axle load detection unit, 2 is a strain gauge type load cell, 3 is a loading plate, and 4 5 is a lane mark, 6 is a running vehicle, 7 is a front wheel of the running vehicle, and 8 is a rear wheel of the running vehicle.
第1図に示すように、軸重測定装置の軸重検出部1は路
面に埋設され、左右の輪重をそれぞれ4個のひずみゲー
ジ式ロードセル2等で受け、第2図に示す接続箱で電気
的に両者の和がとられて軸重として第3図に示すような
波形が検出される。As shown in Fig. 1, the axle load detection unit 1 of the axle load measuring device is buried in the road surface, and the left and right wheel loads are received by four strain gauge type load cells 2, etc., respectively. The sum of both is electrically calculated, and a waveform as shown in FIG. 3 is detected as the axle load.
この場合、各ロードセルは4枚のひずみゲージでホイー
トストンブリッジが組まれ、左右輪重検出部の各4個の
ホイートストンブリッジがそれぞれ並列に接続されて等
価的に各1個のホイートストンブリッジとなった後、最
終的に両者が並列に接続され、全体として等価的に1個
のホイートストンブリッジを持つ1個の軸重検出部が構
成されている。In this case, each load cell has a Wheatstone bridge made up of four strain gauges, and the four Wheatstone bridges in each of the left and right wheel load detection sections are connected in parallel to equivalently become one Wheatstone bridge. , and finally, both are connected in parallel to form one axle load detection section that equivalently has one Wheatstone bridge as a whole.
第2図は従来の軸重測定装置の一構成例を示すブロック
図で、1は軸重検出部、9は接続箱、10はブリッジ電
源、11は増幅器、12はルΦ変換器、13は最大値検
出回路、14はプリンタ、15は電源部、16はコンピ
ュータである。FIG. 2 is a block diagram showing an example of the configuration of a conventional axle load measuring device, in which 1 is an axle load detection section, 9 is a connection box, 10 is a bridge power supply, 11 is an amplifier, 12 is a Φ converter, and 13 is a 14 is a printer, 15 is a power supply unit, and 16 is a computer.
前記のホイートストンブリッジの一対の入力端子には第
2図のブリッジ電源10よりブリッジ電圧が印加され、
他方一対の出力端子から出力がとられ、増幅器11で適
当に増幅した後A/D変換器12でディジタル量に変換
して、最大値検出回路13を経て、第3図のPfm、P
rmで示すように、前軸、後軸の最大軸重値が各1個づ
つ送出されて、プリンタ14で印字されるようになって
いる。A bridge voltage is applied to the pair of input terminals of the Wheatstone bridge from the bridge power supply 10 shown in FIG.
Outputs are taken from the other pair of output terminals, suitably amplified by an amplifier 11, converted to digital quantities by an A/D converter 12, passed through a maximum value detection circuit 13, and then outputted as Pfm and P in FIG.
As indicated by rm, one maximum axle load value for the front axle and one for the rear axle are sent out and printed by the printer 14.
第4図は従来の軸重検出部の上を走行車両のタイヤが通
過する場合、タイヤ接地面の長さと軸重検出部の長さの
関係を示す断面図で、17はタイヤ、18は路面、tは
タイヤ接地面の長さ、Lは軸重検出部の車両走行方向の
長さであり、第1図と同一のものは同一符号で示しであ
る。Fig. 4 is a cross-sectional view showing the relationship between the length of the tire contact surface and the length of the axle load detection part when the tires of a running vehicle pass over the conventional axle load detection part, where 17 is the tire and 18 is the road surface. , t is the length of the tire contact surface, and L is the length of the axle load detection section in the vehicle running direction. Components that are the same as those in FIG. 1 are indicated by the same reference numerals.
第4図は右方から進入して来たタイヤ11が、第3図に
示すように、ゆるやかに軸重値を増加させつつ、ちょう
どピーク軸重値Pfm(またはPrm)を発生する付近
に来たことを示している。FIG. 4 shows that the tire 11 approaching from the right is gradually increasing its axle load value as shown in FIG. It shows that
この軸重検出部の車両走行方向の長さLはタイヤ接地面
の長さtより相当大であり、従って、第3図のTf 、
Trで示す軸重波形のパルス幅は、走行車両の速度、タ
イヤの形状で異なるが、通常の使用状態では200〜3
00m5となり、しかもこの間に発生する走行車両の振
動は、すべて第3図中点線で示した理想的な軸重波形に
重畳し、(Pfm ”ft)あるいは(Prm−P、1
)の軸重測定誤差を発生していた。The length L of this axle load detection part in the vehicle running direction is considerably larger than the length t of the tire contact surface, so Tf in FIG.
The pulse width of the axle load waveform indicated by Tr varies depending on the speed of the vehicle and the shape of the tire, but under normal usage conditions it is 200 to 3
00m5, and all the vibrations of the running vehicle that occur during this time are superimposed on the ideal axle load waveform shown by the dotted line in Fig.
) was causing an axle load measurement error.
この誤差は、軸重検出部ん重量計として応答にすぐれて
いればいるほど大きく、換言すれば軸重検出部としては
適していないという矛盾を生じていた。This error increases as the response of the axle load detector is better as a weight meter; in other words, it is not suitable as an axle load detector, which is a contradiction.
この走行車両の有害な振動成分Nは、路面の凹凸や車両
自身の振動が原因で、真の軸重Wtに重畳さされた形で
変動し、軸重検出部の検出する軸重Wは、フーリエ級数
に展開して、で示される。This harmful vibration component N of the running vehicle fluctuates due to unevenness of the road surface and vibrations of the vehicle itself, superimposed on the true axle load Wt, and the axle load W detected by the axle load detection section is Expanded into a Fourier series, it is shown as .
しかも、この有害な車両振動の実際の周波数スペクトル
は、はとんどの場合2〜3Hzに集中しており、他の周
波数成分は相対的に無視できるレベルのものである。Moreover, the actual frequency spectrum of this harmful vehicle vibration is mostly concentrated at 2 to 3 Hz, with other frequency components being at a relatively negligible level.
従って(1)式は、W=W t (1+acos(ωを
十φ) ) −−−−−−(2)なる単純な式で近
似でき、この模様を第5図に波形例として示した。Therefore, the equation (1) can be approximated by the simple equation W=W t (1+acos(ω=10φ)) (2), and this pattern is shown as a waveform example in FIG.
(2)式の右辺第2項の示す有害な車両振動成分はTn
なる周期で繰返すので、少くともTnより長い時間、軸
重波形を観測しないかぎり、この振動成分を除去して正
しい軸重Wtを推定することは、不可能であった。The harmful vehicle vibration component indicated by the second term on the right side of equation (2) is Tn
Therefore, unless the axle load waveform is observed for at least a period longer than Tn, it is impossible to remove this vibration component and estimate the correct axle load Wt.
このことから、従来第6図に示すように、車線に沿って
車両走行方向に相前後して数個の軸重検出部(1−1,
1−2,1−3,1−4,1−9を設置して、第5図の
斜線で示す部分の軸重波形を検出し、(2)式の右辺第
2項を意識的に除去する試みがなされているが、この方
法には、
(1) 軸重検出部が多数必要となり、埋設費用、保
守面で負担があまりにも大きすぎる。For this reason, conventionally, as shown in FIG. 6, several axle load detection units (1-1,
1-2, 1-3, 1-4, and 1-9 were installed to detect the axle load waveform in the shaded area in Figure 5, and intentionally remove the second term on the right side of equation (2). However, this method requires (1) a large number of axle load detectors, which is too burdensome in terms of burial costs and maintenance;
(2)走行車両は通常10Km/H〜20Km/Hの速
度で軸重検出部上を通過するが、これは秒速約3m〜5
mに相当し、仮りに2Hzの車両振動があるとして、そ
の1波長は、路面の長さに換算すると1.5m〜2.5
mとなる。(2) A running vehicle normally passes over the axle load detection unit at a speed of 10 km/h to 20 km/h, which is approximately 3 m to 5 m/s.
If there is a vehicle vibration of 2Hz, one wavelength is equivalent to 1.5m to 2.5m when converted to the length of the road surface.
m.
一方策6図の軸重検出部全体の車両方向長さは一般に0
.8m程度なので、第5図のように車両振動の1波長中
に数個の軸重検出部を設置することは、物理的に不可能
なので、これより長い距離に一定の間隔L0をおいて設
置されることにより、先行車両の軸重測定中に後続車両
が進入してきて、料金所設置用軸重検出部としては使用
できなかった。On the other hand, the length of the entire axle load detection part in the vehicle direction in Figure 6 is generally 0.
.. Since it is approximately 8 m, it is physically impossible to install several axle load detection units in one wavelength of vehicle vibration as shown in Figure 5, so they are installed at a constant interval L0 at a longer distance. As a result, a following vehicle entered the vehicle while the axle load of the preceding vehicle was being measured, making it impossible to use it as an axle load detector for installation at a toll gate.
等の欠点があった。There were other drawbacks.
本発明は、このような従来の軸重測定装置の欠点を除去
して、走行車両が振動しながら、軸重検出部上を通過し
ても、その影響を最小限に抑えて正確な軸重測定を行う
ことができるようにしたものである。The present invention eliminates the shortcomings of the conventional axle load measuring device, and even when a running vehicle passes over the axle load detector while vibrating, the influence of the vibration is minimized and accurate axle load can be obtained. This allows measurements to be taken.
以下図面により本発明の詳細な説明する。The present invention will be explained in detail below with reference to the drawings.
第7図は本発明による軸重検出部の出力波形を積算して
、軸重を求める方法の説明図で、1−1′および1−2
′は軸重検出部である。FIG. 7 is an explanatory diagram of the method of calculating the axle load by integrating the output waveforms of the axle load detection section according to the present invention, 1-1' and 1-2.
' is the axle load detection section.
第7図において、真の焼型W1に車両振動成分Wvが重
畳したとき、その主成分の周波数をf、車両の走行速度
を■とすれば、路面の車両走行方向に沿った波長λは、
となる。In FIG. 7, when the vehicle vibration component Wv is superimposed on the true baking mold W1, if the frequency of the main component is f and the vehicle running speed is ■, then the wavelength λ along the vehicle running direction on the road surface is: becomes.
第1表は、このλの概略数値例を示す。Table 1 shows a rough numerical example of this λ.
いま、1組の軸重検出部を左右それぞれ1個づつの輪重
検出部で構成し、これを1−1’、1−2’の2組用意
して、車両走行方向に相前後してλ力Cm)の間隔をと
って設置すれば、2組の軸重検出部はそれぞれ変動軸重
Wvの谷と山の部分を同期的に測定することになり、両
者の軸重を平均すれば真の軸重Wtが求められることを
も同時に示している。Now, one set of axle load detecting parts is composed of one wheel load detecting part on each left and right, and two sets of these, 1-1' and 1-2', are prepared, and they are arranged one after another in the vehicle running direction. If they are installed at an interval of λ force Cm), the two sets of axle load detection units will each synchronously measure the valleys and peaks of the fluctuating axle load Wv, and if the axle loads of both are averaged, It also shows that the true axle load Wt can be determined.
そして第7図の点線の波形は車両振動成分W7の位相が
φだけずれた場合でも、この平均化が正しく行われ、走
行車両の速度V、車両振動用波数の本成分子が大きく変
化しないかぎり、近似的に真の軸重を求めることが可能
であることを表わしている。Even if the phase of the vehicle vibration component W7 is shifted by φ, the waveform indicated by the dotted line in FIG. , which indicates that it is possible to approximately determine the true axle load.
第8図は、本発明の軸重測定装置全体の一実施例の構成
を示すブロック図で、指示部はA/D変換器の出力が得
られるまでは、従来の軸重測定装置と同様の動作をする
が、その後の処理はメモリ19および演算回路20によ
って、軸重検出部1−1’、1−2’それぞれについて
軸重WがW、4.W、として別個に求められた上、真の
軸重Wtは、
として知ることができるようになっている。FIG. 8 is a block diagram showing the overall configuration of an embodiment of the axle load measuring device of the present invention. However, the subsequent processing is performed by the memory 19 and the arithmetic circuit 20 when the axle load W is W, 4. In addition to being separately determined as W, the true axle load Wt can be known as.
第9図は、第7図のように輪重検出部を左右同一直線上
に配置するのではなく、車両の走行方向にλ/2Cm、
lずらせて設置した一実施例を示し、第7図がλ/2区
間で測定しているのに対し、第9図は全体の測定区間は
λとなっていて見掛上、測定区間が長くなるという特徴
がある。In Fig. 9, instead of arranging the wheel load detection parts on the same straight line on the left and right sides as in Fig. 7,
Fig. 7 shows an example in which the installations are staggered, and while Fig. 7 measures in a λ/2 section, Fig. 9 shows that the entire measurement section is λ, which makes the measurement section apparently longer. It has the characteristic of becoming.
第10図は、左右の輪重検出部をλ/ 4 Cm )ご
と交互に配置して片側の輪重でみるかぎりλ/2区間で
測定し、全体として3/4λ区間で測定する方式の一実
施例を示している。Figure 10 shows one method in which the left and right wheel load detectors are arranged alternately at intervals of λ/4 Cm, and the wheel load on one side is measured in a λ/2 interval, and the whole is measured in a 3/4λ interval. An example is shown.
第11図aは、輪重を測定することなく、最初から軸重
を検出する目的で作られた検出部をλ/2〔m〕離して
設置したー埋設例を示す。Fig. 11a shows an example in which a detection part made for the purpose of detecting axle load from the beginning was installed at a distance of λ/2 [m] without measuring wheel load.
第11図aにおいては、θは90°としであるが、これ
を90°以上にして、λ/2を保ちつつ、見掛上、測定
区間を延長する等の変更を加えることも可能であり、第
11図aおよび第11cには、これを輪重検出部に適用
した一実施例を示す。In Fig. 11a, θ is set to 90°, but it is also possible to make changes to 90° or more, apparently extending the measurement section while maintaining λ/2. , FIGS. 11a and 11c show an embodiment in which this is applied to a wheel load detection section.
この方法は統計的にみた場合、見掛上、延長した測定区
間からより多くの情報を得るということになり、真の軸
重の推定がさらに正確になることを示している。From a statistical point of view, this method apparently obtains more information from the extended measurement interval, which means that the estimation of the true axle load becomes more accurate.
この他、本発明に用いる軸重検出部の車両の走行方向の
長さLを埋設用外枠の内で車両の走行方向に移動可能と
し、Lの設定位置を調整することができる。In addition, the length L of the axle load detection unit used in the present invention in the vehicle running direction can be made movable in the vehicle running direction within the embedding outer frame, and the setting position of L can be adjusted.
たとえば埋設用外枠を車両の走行方向に、Lの長さより
多少大きめに製作して通常はL以外の部分に1枚または
複数枚の幅の狭い長方形のめくら板をはめ込んでおき、
実際にLの位置を設定するときは、設置場所の車両の走
行速度の分布にあわせて、前記めくら板をはずして埋設
用外枠の内で、Lを車両の走行方向に移動し、λ/2±
αCm、lにLの設定位置を調整することもできる。For example, the outer frame for burial is made to be slightly larger than the length L in the direction of vehicle travel, and one or more narrow rectangular blind boards are usually fitted in the part other than L.
When actually setting the position of L, remove the blind plate and move L in the vehicle running direction within the burial outer frame according to the distribution of vehicle running speed at the installation location. 2±
It is also possible to adjust the setting position of L to αCm,l.
ここにαはLの設定位置を調整するための車両の走行方
向の長さである。Here, α is the length in the traveling direction of the vehicle for adjusting the setting position of L.
以上説明したように、本発明の車両軸重測定装置は、走
行車両の振動による軸重変動を確実に除去することがで
きる。As explained above, the vehicle axle load measuring device of the present invention can reliably eliminate axle load fluctuations due to vibrations of a traveling vehicle.
また2組以上の軸重検出部を埋設しても小型であるから
、車両走行方向の全埋設長さは短くでき、先行車両の測
定中、後続車両が進入してくる等の不合理がない。In addition, even if two or more sets of axle load detectors are buried, they are compact, so the total length of the buried vehicle in the vehicle running direction can be shortened, and there is no unreasonable situation such as a following vehicle approaching while the preceding vehicle is being measured. .
なおこの場合、軸重検出部のうち、いずれかの輪重検出
部が故障しても応急的に従来の軸重測定装置と同程度の
精度で軸重測定を行うことが可能である。In this case, even if any of the wheel load detectors among the axle load detectors breaks down, it is possible to temporarily measure the axle load with the same degree of accuracy as a conventional axle load measuring device.
第1図は従来の軸重検出部が路面に埋設され、走向車両
が接近しつつある状態を示す平面図、第2図は従来の軸
重測定装置の一構成例を示すブロック図、第3図は従来
の軸重検出部の上を2軸の車両が通過したときの前軸お
よび後軸によるパルス状軸重波形の説明図、第4図は従
来の軸重検出部の上を走行車両のタイヤが通過する場合
、タイヤ接地面の長さと軸重検出部の長さの関係を示す
断面図、第5図は車両振動成分が除去される原理の説明
図、第6図は軸重検出部を多数使用して、車両振動によ
る軸重変動を除〈従来の方式における軸重検出部の埋設
方法の説明図、第7図は本発明による軸重検出部を路面
に埋設して車両振動による軸重変動を除去する方法の原
理を示す説明図、第8図は本発明の軸重測定装置の一実
施例の構成を示すブロック図、第9図、第10図および
第11図a −cは本発明による軸重検出部を路面に埋
設する配置を変えた他の実施例を示す図である。
1 、1−1 、1−2 、1−3 、1−4 、1−
5・・・・・・軸重検出部、2・・・・・・ひずみゲー
ジ式ロードセル、3・・・・・・載荷板、4・・・・・
・埋設用外枠、5・・・・・・レーンマーク、6・・・
・・・走行車両、7・・・・・・前輪、8・・・・・・
後輪、9・・・・・・接続箱、10・・・・・・ブリッ
ジ電源、11・・・・・・増幅器、12・・・・・・A
/D変換器、13・・・・・・最大値検出回路、14・
・・−・・プリンタ、15・・・・・・電源部、16・
・・・・・コンピュータ、17・・・・・・タイヤ、1
8・・・・・・路面、19・・・・・・メモリ、20・
・・・・・演算回路、Wl・・・・・・真の軸重、Wv
・・・・・・車両の振動による軸重変動波形、■・・・
・・・車両の走行速度、f・・・・・・車両の振動にも
とづく振動に不要な軸重変動周波数の主成分。Fig. 1 is a plan view showing a state in which a conventional axle load detection unit is buried in the road surface and a vehicle is approaching; Fig. 2 is a block diagram showing an example of the configuration of a conventional axle load measuring device; The figure is an explanatory diagram of the pulse-like axle load waveforms from the front and rear axles when a two-axle vehicle passes over the conventional axle load detection section. Figure 4 shows a vehicle running on the conventional axle load detection section. 5 is a cross-sectional diagram showing the relationship between the length of the tire contact patch and the length of the axle load detection section when a tire passes through the vehicle. Figure 5 is an explanatory diagram of the principle by which vehicle vibration components are removed. Figure 6 is an axle load detection diagram. Figure 7 shows how to bury the axle load detector according to the present invention in the road surface to eliminate axle load fluctuations caused by vehicle vibration. FIG. 8 is a block diagram showing the configuration of an embodiment of the axle load measuring device of the present invention, and FIGS. 9, 10, and 11 a- FIG. 3C is a diagram showing another embodiment in which the arrangement of the axle load detection section according to the present invention is buried in the road surface is changed. 1 , 1-1 , 1-2 , 1-3 , 1-4 , 1-
5... Axle load detection section, 2... Strain gauge type load cell, 3... Loading plate, 4...
・Outer frame for burial, 5...Lane mark, 6...
... Running vehicle, 7... Front wheels, 8...
Rear wheel, 9...Connection box, 10...Bridge power supply, 11...Amplifier, 12...A
/D converter, 13... Maximum value detection circuit, 14.
...Printer, 15...Power supply section, 16.
... Computer, 17 ... Tire, 1
8...Road surface, 19...Memory, 20.
... Arithmetic circuit, Wl ... True axle load, Wv
...Axle load fluctuation waveform due to vehicle vibration, ■...
...Vehicle running speed, f...The main component of the axle load fluctuation frequency that is unnecessary for vibrations caused by vehicle vibrations.
Claims (1)
装置において、路面に埋設して走行車両の軸重を検出す
る軸重検出部1組を、左右輪重をそれぞれ別個に検出す
る2個の輪重検出部をもって構成し、車両の振動の影響
を除くため、車両の走行速度を■とし、車両の振動にも
とづく不要な低周波軸重変動周波数の主成分をfとし、
λ=V/fで与えられる車両の走行方向に沿った波長λ
の1/2に等しい間隔をおいて、2組の前記軸重検出部
を車両の走行方向に前後して設置し、これら2組の軸重
検出部の出力を検出し、算術平均して軸重測定を行うこ
とを特徴とする走行車両の軸重測定装置。 2 高速道路の料金所等に設置する走行車両の軸重測定
装置において、路面に埋設して走行車両の軸重を検出す
る軸重検出部1組を、左右輪重をそれぞれ別個に検出す
る2個の輪重検出部をもって構成し、車両の振動の影響
を除くため、車両の走行速度を■とし、車両の振動にも
とづく不要な低周波軸重変動周波数の主成分をfとし、
λ−V/fで与えられる車両の走行方向に沿った波長λ
の1/2に等しい間隔をおいて、2組の前記軸重検出部
を車両の走行方向に前後して、かつ走行方向に対して9
0’以上の角度をなすように設置し、これら2組の軸重
検出部の出力を検出し、算術平均して軸重測定を行うこ
とを特徴とする走行車両の軸重測定装置。[Scope of Claims] 1. In an axle load measuring device for a traveling vehicle installed at a tollgate on an expressway, etc., a set of axle load detectors buried in the road surface to detect the axle load of a traveling vehicle is used to measure left and right wheel loads. It is configured with two wheel load detection sections that detect each wheel separately, and in order to eliminate the influence of vehicle vibration, the vehicle running speed is set to ■, and the main component of unnecessary low frequency axle load fluctuation frequency based on vehicle vibration is f,
Wavelength λ along the direction of vehicle travel given by λ=V/f
Two sets of axle load detectors are installed one behind the other in the running direction of the vehicle with an interval equal to 1/2 of An axle load measuring device for a running vehicle characterized by measuring the weight. 2. In an axle load measurement device for a traveling vehicle installed at an expressway tollgate, etc., a set of axle load detection units are installed in the road surface to detect the axle load of a traveling vehicle, and the left and right wheel loads are separately detected. In order to eliminate the influence of vehicle vibration, the vehicle running speed is assumed to be ■, and the main component of unnecessary low-frequency axle load fluctuation frequency based on vehicle vibration is f.
Wavelength λ along the direction of vehicle travel given by λ-V/f
The two sets of axle load detecting parts are arranged one behind the other in the running direction of the vehicle at an interval equal to 1/2 of
An axle load measuring device for a running vehicle, characterized in that the axle load measuring device is installed so as to form an angle of 0' or more, detects the outputs of these two sets of axle load detecting sections, and measures the axle load by arithmetic averaging.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP51046235A JPS5828533B2 (en) | 1976-04-23 | 1976-04-23 | Axle load measuring device for running vehicles |
| BR7702570A BR7702570A (en) | 1976-04-23 | 1977-04-22 | AXLE WEIGHT MEASUREMENT DEVICE |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP51046235A JPS5828533B2 (en) | 1976-04-23 | 1976-04-23 | Axle load measuring device for running vehicles |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS52129552A JPS52129552A (en) | 1977-10-31 |
| JPS5828533B2 true JPS5828533B2 (en) | 1983-06-16 |
Family
ID=12741447
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP51046235A Expired JPS5828533B2 (en) | 1976-04-23 | 1976-04-23 | Axle load measuring device for running vehicles |
Country Status (2)
| Country | Link |
|---|---|
| JP (1) | JPS5828533B2 (en) |
| BR (1) | BR7702570A (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002340661A (en) * | 2001-05-18 | 2002-11-27 | Hitachi Kasado Eng Co Ltd | Wheel load measuring device for railway vehicles |
| JP5604200B2 (en) * | 2010-07-10 | 2014-10-08 | 西日本高速道路ファシリティーズ株式会社 | Measuring device for weight of traveling vehicle |
| JP5601589B2 (en) * | 2011-03-31 | 2014-10-08 | 三菱マテリアル株式会社 | Load fraud detection device |
| JP5844085B2 (en) * | 2011-08-11 | 2016-01-13 | 大和製衡株式会社 | Axle weight measuring device |
| JP6185351B2 (en) * | 2013-09-25 | 2017-08-23 | 大和製衡株式会社 | Axle load measuring device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5323099B2 (en) * | 1973-03-12 | 1978-07-12 |
-
1976
- 1976-04-23 JP JP51046235A patent/JPS5828533B2/en not_active Expired
-
1977
- 1977-04-22 BR BR7702570A patent/BR7702570A/en unknown
Also Published As
| Publication number | Publication date |
|---|---|
| BR7702570A (en) | 1978-04-04 |
| JPS52129552A (en) | 1977-10-31 |
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