JP4898131B2 - Leveling machine and leveling method using 3D positioning system - Google Patents
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本発明は高低差のある圃場等の区画を牽引車両に牽引される均平機を用いて均一平面にする方法において、衛星を利用した三次元測位システムいわゆるGPS受信機を備えた均平作業機で、均平板通過後の作業基準高さを均平基準面高さと比較して運転席に表示し、逐一運転席から均平板を振り返る事無く、安全に最短距離で合理的な均平作業を行う方法である。 The present invention relates to a leveling machine using a three-dimensional positioning system using a satellite, a so-called GPS receiver, in a method for making a uniform plane using a leveling machine pulled by a towing vehicle. Therefore, the work reference height after passing the flat plate is displayed on the driver's seat in comparison with the flat reference surface height, and it is possible to safely and reasonably work at the shortest distance without looking back at the flat plate from the driver's seat one by one. How to do it.
圃場特に水田では凹凸が自然発生して水管理が難しくなる。圃場を均平にすることによって、水田では作物に均一に水を与えることができるようになり、水管理や施肥が容易になり均等な収穫が得られるようになる。また、水田が均平になることにより代かきに要する時間を短縮し、トラクタ等の走り回る時間を少なくすることができるので、踏圧によって圃場の透水性を悪化させない等の利点がある。
また、宅地造成やグラウンド整備などでも区画内を均一平面にすることが望まれる。宅地造成などではブルドーザーなどの押し出し方法やバックホウのすくいあげ方法で運土することが提案されている。
Unevenness occurs naturally in the field, especially in paddy fields, making water management difficult. By leveling the field, paddy fields can be given water uniformly to the crops, water management and fertilization become easier, and even harvesting can be obtained. In addition, since the paddy fields are leveled, the time required for replacement can be shortened and the time required for the tractor or the like to run can be reduced. Therefore, there is an advantage that the water permeability of the field is not deteriorated by stepping pressure.
In addition, it is desirable to make the inside of the section a uniform plane for residential land development and ground maintenance. In residential land development, etc., it is proposed to carry out soiling by extruding methods such as bulldozers and scooping backhoes.
圃場の均平作業においては、牽引されるタイプの均平機を用いることが多い。このタイプの均平機は高速で作業できることと、牽引車両のタイヤの跡が付かないので後工程の播種がやりやすいこと、何処の農家にもある牽引車両を使用できることなどの利点がある。また、圃場内の高低差は数十センチ程度でブルドーザー程の運土量は必要とされず、農閑期の土の乾いた時を見計らって短期間で仕上げねばならず、場所によっては台風や水害などで毎年収穫後に均平作業しなければならないなどの理由で、農家が保有する牽引車両に牽引される牽引方式の均平機が多く使われている。 In field leveling work, a towing type leveling machine is often used. This type of leveling machine has the advantages of being able to work at high speed, easy to sow the subsequent process because there are no traces of the tires on the towing vehicle, and the ability to use the towing vehicle at any farmhouse. In addition, the height difference in the field is about several tens of centimeters, so the amount of soil transported by bulldozers is not required, and it must be finished in a short period of time when the soil is dry in the agricultural off-season. For example, tractor-type leveling machines that are towed by tow vehicles owned by farmers are often used because they have to perform leveling work after harvesting every year.
牽引車両に牽引される均平機を用いて均平にする方法については、図14のようにレーザ光を用いた方法が実用化されている(特許文献1)。この方法は、圃場外にセットされた発光器の出すレーザ光を基準として均平作業機50の均平板51を一定の作業基準高さに保ちながら圃場内を隈なく運土し、レーザ光57を基準にしながら徐々に均平板の作業基準高さを下げていき、最終的にレーザ光と平行な均平面を作るようにしているものである。 As a method of leveling using a leveling machine towed by a towing vehicle, a method using a laser beam as shown in FIG. 14 has been put into practical use (Patent Document 1). This method uses the laser beam emitted from the light emitter set outside the field as a reference to carry the soil within the field without leaving the leveling plate 51 of the leveling work machine 50 at a constant work reference height, and the laser beam 57 The working reference height of the leveling plate is gradually lowered with reference to the above, and finally a leveling plane parallel to the laser beam is created.
レーザ光の代りにGPS受信機を使用したものとしては特許文献2で提案されている。しかしどちらの方法も均平板を一定の作業基準高さに保持して運土しながら徐々に均平板の作業基準高さを下げていき、隈なく区画圃場内を走行し最終的に全体を均平にする方法で、オペレータは常に後方の均平板を目視し土を抱え込んでいるのかいないのかを確認しながら走行しなければならなかった。
また、作業開始後すぐに圃場に入り込み均平作業しながら均平板が土を抱え込む作業基準高さを徐々に下げることによって区画圃場内全体を均平にしていたので、作業後半で一角だけ低い部分が発見されたときなどは、均平された部分全体から広く浅く運土せねばならず大変時間がかかり、非効率的であった。
Patent Document 2 proposes using a GPS receiver instead of laser light. Both methods, however, keep the flat plate at a constant work reference height and gradually lower the work reference height of the flat plate while carrying the soil. In the method of flattening, the operator had to travel while always checking the flat plate behind and checking whether or not he was holding soil.
In addition, since the entire work area was leveled by gradually lowering the work base height where the leveling plate held the soil while entering the field immediately after the start of work and leveling work, the part that was lower by one corner in the second half of the work When it was discovered, it had to be carried out widely and shallowly from the entire leveled area, which was very time consuming and inefficient.
具体的に図14で説明する。レーザ光57はトラクタ60のキャビンに遮られることがないようにレーザ受光機55、レーザ発光機56共に高い位置に取り付けられる。図14のような従来のレーザ光57による均平工法では、最初に高低差測定器52で区画内の各点の高低を測定する。しかしこの測定結果は、最初に均平板51をどの程度の作業基準高さに保持しておくかの目安にするもので、本出願のような運土量を算出できるほど大量のデーター量を測定することはできない。
レーザ発光機56から発光されたレーザ光57をレーザ受光機55が受光するように取り付け、制御装置59の制御によってトラクタ60の油圧シリンダ58を上下することによってレーザ受光機55が常にレーザ光57を受光する高さに保持される。
レーザ受光機55が一定高さに保持されれば均平板51も一定作業基準高さに保持されるので均平作業を行うことができる。均平板51が土を抱えなくなったらレーザ受光機55の取り付け位置を上方にすることで徐々に均平板51の位置を下げて運土することによって最終的に均平基準面高さに均平にしていた。一般にはレーザ受光機55の取り付け位置を上下させるのに、電動もしくは油圧などでレーザ受光機55のポール53を伸縮することで行われる。
The laser receiver 57 is attached so that the laser beam emitted from the laser emitter 56 is received by the laser receiver 55, and the laser cylinder 55 of the tractor 60 is moved up and down by the control of the control device 59 so that the laser receiver 55 always emits the laser beam 57. It is held at the height to receive light.
If the laser receiver 55 is held at a constant height, the leveling plate 51 is also held at a constant work reference height, so that leveling work can be performed. When the flat plate 51 does not hold the soil, the laser receiver 55 is moved upward so that the level of the flat plate 51 is gradually lowered and transported to finally level the flat surface. It was. In general, the mounting position of the laser receiver 55 is moved up and down by extending or retracting the pole 53 of the laser receiver 55 by electric or hydraulic pressure.
従来のレーザ光による実際の作業は、図7のような中央部が高くなった圃場を図15のようにトラクタが同一方向に旋回しながら均平にする。その圃場内で一番高いと思われる場所で、運土できる程度に均平板の作業基準高さをレーザ光基準にして一定作業基準高さに保ちながら、高いと思われる場所から低いと思われる場所へ運土し、区画内全体を走行しても均平板が土を抱えなくなったら、更に運土できる程度に均平板を下げ運土する。この作業を繰り返しながら、圃場内部で土を抱えることが無くかつ均平板と地面との間に隙間ができないようになるまで圃場内をくまなく運土しながら移動し、最終的に均平基準面高さでレーザ光と平行な均平面を作るようにしていた。 In the actual work using the conventional laser beam, the farm with the raised central portion as shown in FIG. 7 is leveled while the tractor turns in the same direction as shown in FIG. It seems to be low from the place that seems to be high while keeping the work reference height of the flat plate to the laser light reference at a constant work reference height at the place that seems to be the highest in the field to the extent that soil can be carried. If you carry the soil to the place and run through the whole area, if the flat plate does not hold the soil, lower the flat plate to the extent that you can carry more soil. While repeating this work, move the soil throughout the field until there is no soil inside the field and there is no gap between the leveling plate and the ground. A flat surface parallel to the laser beam was made at a height.
従来のレーザ光を用いた方法でも図14のように人力によって測定することはできたが、そのデーターはあくまでその地点でのレーザ光と地面との高さであり、大量に測定するには時間がかかる。最初に均平板を保持するときの作業基準高さの目安にはなるが、本出願で行おうとしているような、全体の運土量まで算出できるものではない。 Although the conventional method using laser light could be measured by human power as shown in Fig. 14, the data is only the height of the laser light and the ground at that point, and it takes time to measure in large quantities. It takes. Although this is a guideline for the work reference height when the flat plate is held for the first time, it is not possible to calculate the total amount of soil that is going to be used in the present application.
特許文献3や特許文献4にあるように一般土木においては大量の運土作業(荒整地)はブルドーザーを利用した方が能率的であるが、表土などの薄い層の均平作業についてはトラクタ作業の方が段差が付きにくくて良い。
一般にブルドーザーは大量の土を一度に移動することができるが、重量があり圃場の地中深くまで踏み固めてしまい透水性を悪くする。また、多少の湿地でも進入しクローラーで土を練り返してしまい、これが沈殿し更に透水性を悪化する。透水性が悪くなると水はけの悪い水田になり、水管理がやりにくくなる。などの理由で大幅に運土する農地改良圃場整備事業程度の大工事でなければブルドーザーで圃場を均平にすることは無い。
As described in Patent Document 3 and Patent Document 4, in general civil engineering, it is more efficient to use a bulldozer for a large amount of soil handling (rough ground), but for leveling work of thin layers such as topsoil, tractor work May be less prone to steps.
In general, bulldozers can move a large amount of soil at a time, but they are heavy and cause them to deepen into the ground in the field, resulting in poor water permeability. Moreover, even some wetlands enter and knead the soil back with a crawler, which precipitates and further deteriorates water permeability. If water permeability deteriorates, it becomes a paddy field with poor drainage and water management becomes difficult. For example, the bulldozer will not level the field unless it is a large-scale construction such as a farmland improvement field development project that significantly carries soil.
また、圃場整備事業で均平化された圃場でも、数年たつと不陸(フリク:圃場内の凹凸)が発生する。不陸とは平らでなく凹凸があること。土木業界などでは切取り.盛土などの路盤面が平らでない場合、または打設したコンクリートの上端が平らでなく、凹凸がある場合など不陸があるという。圃場における不陸は、圃場内に圧密の差がある場合や切り土、盛り土、水口と水尻での透水むら等による圃場内に乾・湿の差が出た場合に発生する。一年で15ミリ程度ずつ拡大する傾向にあり2〜3年に一度不陸修正が必要になる。不陸が発生すると除草剤の効果不足や不均一な生育を示すと同時に、生育の調節が難しくなることもあって、倒伏や病害虫の発生増大などで、収量、品質、食味の低下を招くことになり兼ねないので、定期的に不陸修正の為の均平作業を必要としている。このような場合は決してブルドーザーでは行わない。 In addition, even in fields that have been leveled by the field maintenance project, unevenness (flicks: irregularities in the field) occurs after several years. Uneven is uneven and uneven. Cut off in the civil engineering industry. It is said that there is unevenness such as when the roadbed surface such as embankment is not flat, or when the upper end of the placed concrete is not flat and has unevenness. Unevenness in the field occurs when there is a difference in compaction in the field, or when there is a difference in dry / wet in the field due to cut soil, embankment, water permeability unevenness at the water mouth and water bottom. It tends to expand by about 15 mm per year, and it is necessary to correct the unevenness once every two to three years. When unevenness occurs, the effect of herbicides will be insufficient and uneven growth will be caused, and at the same time, it may be difficult to control growth, leading to deterioration in yield, quality and taste due to increase in lodging and pests. Therefore, it is necessary to perform leveling work periodically to correct the unevenness. In such a case, never use a bulldozer.
したがって圃場内を均平にする際は圃場の透水性を悪化させないで行わなければならない。そのためには軽量の車両及び作業機で、できる限り高速走行で、余計に圃場内を走行する事無く均平にすることが望ましい。そのためにはトラクタによる牽引作業が望ましい。
また、本件の場合は特許文献4にあるように一定の高さに切り土、盛り土するのとは異なり、高低マップが完成すればおのずと均平基準面高さが算定できるものである。しかし均平作業はプラウなどで一旦圃場全体を膨軟にしてから行われる。しかし均平中に踏圧で踏み固められ土量が少なくなり修正を余儀なくされるが、本案では低地を通過する不陸修正距離測定部を持っているため常に測定が続けられており、度量の変化による基準線の変更もその都度修正することができる。
Therefore, when leveling the field, it must be done without deteriorating the water permeability of the field. For this purpose, it is desirable to use a lightweight vehicle and a work machine and perform leveling at as high a speed as possible without traveling in the field. For this purpose, a tractor towing operation is desirable.
Further, in this case, unlike the case of cutting and embedding at a constant height as described in Patent Document 4, the flatness reference plane height can be calculated naturally when the height map is completed. However, the leveling work is performed once the entire field is softened with a plow or the like. However, the soil is reduced by the pressure during the leveling and the amount of soil is reduced, so it is necessary to correct it.However, in this proposal, since it has a non-land correction distance measuring section that passes through the lowland, the measurement is always continued, and the change in the degree The change of the reference line due to can be corrected each time.
熟練オペレータはブルドーザーで均平面を作ることができる。又、ブルドーザーは低い位置の土を高い位置に上げることができるが、当該均平作業はそれができない。牽引される均平板は常に一定作業基準高さで徐々に下げるのみである。しかも均平技術の無い一般農家が作業するものである。圃場内をくまなく回りつつ均平にする作業を少しでも短い距離で作業できるように判断できる情報を与えることが本願の趣旨である。 A skilled operator can make a leveling plane with a bulldozer. The bulldozer can raise the soil at a low position to a high position, but the leveling operation cannot. The pulled flat plate is always only gradually lowered at a constant working reference height. Moreover, the work is done by ordinary farmers who have no leveling technique. The gist of the present application is to provide information that can be determined so that the work of leveling while rotating all over the field can be performed at a short distance.
従来の方法では、目視とオペレータの勘によって徐々に均平板を下げながら運土する方法なので、高い部分から低い部分に運土して一角を均平にしたとしても、更に他の場所に低い部分があった場合には、一旦均平にした場所全体から広く浅く運土して均平にせねばならず、一旦運土した土をまた別の場所に運土する場合があった。最終段階まで均平基準面高さが分らず、均平になったか否かも分らない工法で時間がかかり非効率的であると同時に、牽引車両が圃場内を繰り返し往復や旋回するので、圃場を踏み固めてしまい硬くなり、後作業の整地や耕耘がやりにくくなり透水性が悪くなった。
また圃場が広い場合は何処が低く何処が高いかトラクター上からの目視では解りにくいことがあった。
In the conventional method, the soil is transported while gradually lowering the leveling plate by visual inspection and the intuition of the operator, so even if the soil is leveled by moving from the high part to the low part, it is further lowered to other parts. If there is, there has been a case where the soil that has been once leveled must be transported widely and shallowly and leveled, and the soil once transported may be transferred to another location. Until the final stage, the level of the leveling plane is not known, and it is time consuming and inefficient due to the method of whether or not leveling has been achieved.At the same time, the towing vehicle repeatedly reciprocates and turns in the field. It became stiff and hard, and it became difficult to level and plow after work, resulting in poor water permeability.
In addition, when the field was large, it was difficult to find out where it was low and where it was high visually from the tractor.
また、牽引車両で牽引する構造の均平機のためオペレータは常時振り返りながら均平板の土の抱え込み状況を確認している必要があり、土を抱えたら直ちに反転して低いと思われる方向へ走り、均平板に土が無くなったら直ちに反転して高いと思われる方向へ戻る、この作業を繰り返す必要があった。オペレータは常に後方を振り返りながら前方向に進行して作業せねばならなかった。常時このような作業であるので均平機に集中するあまり土手に乗り上げてしまうことも考えられる。 Also, since the leveling machine is towed by a towing vehicle, the operator must always look back and check the leveling of the leveling soil, and if it holds the soil, it will immediately reverse and run in the direction that seems to be low. It was necessary to repeat this process, as soon as the flat plate was free of soil, it would turn over and return to the direction where it was supposed to be high. The operator always had to look forward and move forward to work. Because it is always such a work, it is possible to get on the bank too much to concentrate on the leveling machine.
また、発光器のレーザ光到達距離が300メートルであり、それより大きな圃場では一度に均平作業できなかった。その際の発光器の移動や設置が煩雑になり面倒である。仮に強力なレーザ光を使用していたとしても、地球は丸いので1キロメートルに対して8センチメートル下がった均平度にしなければならない。そうしないと水を張ったときに片寄ってしまい、均一な収穫が得られなくなってしまう。 Moreover, the laser beam arrival distance of the light emitter was 300 meters, and it was impossible to perform leveling work at a time in a larger field. The movement and installation of the light emitters at that time are complicated and troublesome. Even if a powerful laser beam is used, the earth is round, so it has to have a levelness of 8 centimeters per kilometer. Otherwise, when the water is spread, it will be offset and a uniform harvest will not be obtained.
また、レーザ光を使用して均平作業する場合、近くに2台以上の発光器を設置すると、レーザ受光器がそれぞれのレーザ光を受光し誤動作してしまう。普及率の高い大潟村や新潟平野などの地域ではしばしば起こる問題である。また、夜間になると圃場内での現在位置が正確に分らず、作業継続が困難となると言う問題もあった。
本件では主に圃場における均平作業でトラクタ等の牽引車両に牽引されるタイプの均平機を用いた均平工法について提案するものである。
In addition, when performing leveling work using laser light, if two or more light emitters are installed nearby, the laser light receiver receives each laser light and malfunctions. It is a problem that often occurs in areas such as Ogata Village and Niigata Plain where the penetration rate is high. In addition, at night, there is a problem that the current position in the field is not accurately known and it is difficult to continue the operation.
In this case, we propose a leveling method using a leveling machine that is pulled by a towing vehicle such as a tractor during leveling work in the field.
牽引車両等と該牽引車両に牽引される均平板と該均平板を作業基準高さに保持する基準高さ制御部とを用いて高低差のある圃場などの区画を均一平面にする均平作業を行う均平作業機において、
三次元測位システムによって前記圃場等の区画内を走行することによって、前記区画内の高低と位置を計測する計測部と、
前記均平板の後部に該均平板が地表面と接触しない前記作業基準高さ以下の低地を通過する際の前記作業基準高さと地表面との不陸修正距離を測定する測定部と、
前記計測部によって計測された高低と位置に基づいて前記区画内の高低マップを作成し、前記区画内を均平にしたときの均平基準面高さを演算・記憶するとともに、前記測定部によって測定された前記不陸修正距離を演算・記憶する演算部と、
前記演算部によって記憶された前記高低マップ、前記作業基準高さ及び前記不陸修正距離に基づいて、圃場区画内における前記均平基準面高さに比較する高低差を表示する表示部と備え、
前記均平基準面高さで均平になった場所に比較する高低差を表示部に示しながら不陸修正すること
を特徴とする均平作業機。
Leveling work to make a section of a farm or the like with a height difference uniform using a towing vehicle, a flat plate to be pulled by the towing vehicle, and a reference height control unit that holds the flat plate at a work reference height. In a leveling machine that performs
A measurement unit that measures the height and position in the section by running in the section of the field or the like by a three-dimensional positioning system;
A measuring unit that measures the unevenness correction distance between the work reference height and the ground surface when passing through a low ground below the work reference height at which the flat plate does not contact the ground surface at the rear part of the flat plate;
Create a height map in the section based on the height and position measured by the measurement unit, calculate and store the level reference plane height when leveling the inside of the section, and by the measurement unit A calculation unit for calculating and storing the measured unevenness correction distance;
A display unit for displaying a height difference to be compared with the leveling reference plane height in a field section based on the height map, the work reference height and the unevenness correction distance stored by the calculation unit;
A leveling work machine characterized in that the unevenness correction is performed while showing a difference in height compared to a leveled area at the level of the leveling reference plane on a display unit.
高低差のある圃場等の区画を、均平機を用いて均一平面にする均平方法において
三次元測位システムを備えた前記牽引車両等で前記区画内をくまなく走行し、高低と位置を測定し記憶して高低マップを作成し、
かつ前記区画内全体を運土して均平にしたときの均平基準面高さを算出し、
前記均平基準面高さに比較する高低差を表示部に表示し、
次に三次元測位システムで測定し前記作業基準高さに保持した均平板で、運土しながらリアルタイムに前記均平板が通過した後の高さを前記均平基準面高さと比較して表示部に表示し、
高いところの土を最短距離で低いところへ運土することにより均平基準面高さで均平になった場所を表示部に示しながら不陸修正し前記区画全体を均平にする均平工法。
In a leveling method that uses a leveling machine to flatten a section of a farm or the like with a difference in height, travel through the section with the towing vehicle equipped with a three-dimensional positioning system, and measure the height and position. And memorize and create high and low maps,
And the level of the flat reference plane when the entire inside of the compartment is soiled and leveled is calculated,
Display the height difference to be compared with the flat reference surface height on the display unit,
Next, a flat plate measured with a three-dimensional positioning system and held at the work reference height, the height after passing the flat plate in real time while carrying the soil is compared with the flat reference surface height and the display unit Displayed on the
A leveling method to level the entire section by correcting the unevenness while showing the place where the leveling level is leveled by showing the leveling level on the display by moving the high level soil to the low level with the shortest distance. .
高低差のある圃場等の区画を、均平機を用いて均一平面にする均平方法において
三次元測位システムを備えた前記均平作業機で、一定の作業基準高さに前記均平板を保持して均平作業を開始し、
埋めきれない低い部分を前記不陸修正距離測定部で深さと位置を測定し、前記区画内全体を運土して均平にした時の基準面高さを算出し
前記均平基準面高さに比較する高低差を表示部に表示し、
次に三次元測位システムで測定し前記作業基準高さに保持した均平板で、運土しながらリアルタイムに前記均平板が通過した後の高さを前記均平基準面高さと比較して表示部に表示し、
高いところの土を最短距離で低いところへ運土することにより均平基準面高さで均平になった場所を表示部に示しながら不陸修正し前記区画全体を均平にする均平工法。
The leveling machine is equipped with a three-dimensional positioning system in a leveling method that uses a leveling machine to flatten a section of a field or the like with a height difference, and the leveling plate is held at a constant work reference height. And started leveling work,
Measure the depth and position of the low part that cannot be filled with the unevenness correction distance measurement unit, calculate the reference plane height when the entire inside of the section is soiled and leveled, and the leveling reference plane height The height difference compared to is displayed on the display,
Next, a flat plate measured with a three-dimensional positioning system and held at the work reference height, the height after passing the flat plate in real time while carrying the soil is compared with the flat reference surface height and the display unit Displayed on the
A leveling method to level the entire section by correcting the unevenness while showing the place where the leveling level is leveled by showing the leveling level on the display by moving the high level soil to the low level with the shortest distance. .
三次元測位システムは、衛星を利用した測位方法を利用して測位したものであるか、又は、高低はレーザ光を基準に測定し、位置は衛星を利用した測位方法を利用して測位したものであることを特徴とする、請求項1及び請求項2及び請求項3記載の均平作業機もしくは均平工法。 The three-dimensional positioning system has been measured using a positioning method using a satellite, or the height is measured using a laser beam as a reference, and the position is measured using a positioning method using a satellite. The leveling work machine or leveling method according to claim 1, claim 2, and claim 3, wherein
本発明では圃場高低マップ作成により、運土量を計算して均平基準面高さを決定するので、レーザ光を使い均平板の作業基準高さだけ設定した均平作業のように、適当に均平板高さを保持する方法と比較すると無駄な走行が少なく短時間で均平にすることができる。その結果圃場を踏圧で固める事が少なく、後作業の耕耘、砕土、播種などがやりやすく経済的である。
均平板の通過した場所の高低マップがすぐに運転席に表示されるので最短距離の合理的な順序で運土できる。オペレータは前方と表示板を見ながら作業するので疲れず安全である。
In the present invention, since the amount of soil is calculated and the level reference plane height is determined by creating a field height map, it is appropriate to use only the leveling work set with the level of the flat plate work using laser light. Compared with the method of maintaining the flat plate height, there is less useless travel and flattening can be achieved in a short time. As a result, it is less likely to harden the field with treading pressure, and post-plowing, crushed soil and sowing are easy and economical.
The level map of the place where the flat plate has passed is immediately displayed on the driver's seat, so it can be carried in a reasonable order with the shortest distance. Since the operator works while looking at the front and the display board, it is safe without getting tired.
従来方法では最終まで区画内全体が均平になったか否かの判断がつかないが本発明では部分的に均平基準面になったことが判断できるので合理的な運土が可能である。
GPSを利用するのでその地域の平野内に複数の均平作業機が作業してもお互いに干渉することが無い。
大きな圃場でも地球の丸みに沿った圃場を作ることができる。また、その際発光器の移動などの煩雑な作業が無い。そして夜間作業ができる。
In the conventional method, it is impossible to determine whether or not the entire section is leveled until the end, but in the present invention, it is possible to determine that the level is partially leveled, so that reasonable soil transportation is possible.
Since GPS is used, even if multiple leveling machines work in the plain of the area, they do not interfere with each other.
Even in a large field, a field along the roundness of the earth can be created. In addition, there is no complicated work such as moving the light emitter. And you can work at night.
本発明は最初に衛星を利用した三次元測位システムいわゆるGPS受信機20を備えた車両で、プラウイングやロータリー耕耘の前もしくは同時に圃場内をくまなく走行し、高さと位置を測定し制御装置21に記憶して高低マップを作成し、かつ全体を運土して均平にしたときの均平基準面高さを算出し、均平基準面高さに対する高低差を運転席の表示部22に表示し、次にGPS受信機20を備えかつ作業基準高さに保持した均平板で、高い場所の土を低い場所に運土しながらリアルタイムに均平板が通過した後の高さを圃場の均平基準面高さと比較して運転席の表示部22に表示し高いところの土を最短距離で低いところへ運土できるよう示唆しながら、圃場全体を均平にする均平工法である。 The present invention is a vehicle equipped with a three-dimensional positioning system so-called GPS receiver 20 using a satellite for the first time, traveling all over the field before or simultaneously with plowing and rotary tillage, measuring the height and position, and controlling device 21 To create a level map, and calculate the level of the standard reference plane when the entire land is leveled and leveled. Next, the leveling flat plate equipped with GPS receiver 20 and maintained at the work reference height is used to determine the height after the leveling plate has passed in real time while carrying soil from a high place to a low place. This is a leveling method in which the entire field is leveled while displaying on the display section 22 of the driver's seat as compared with the level of the flat reference plane and suggesting that the soil at the high place can be carried to the low place at the shortest distance.
本出願では問題を解決する為に衛星を利用した三次元測位システムいわゆるGPS受信機を利用し、最初の圃場の形状と高さを測定し、そのデーターで高低マップを作成し、かつ前記区画内全体を運土して均平にしたときの均平基準面高さを算出し、前記均平基準面高さに比較する高低差を運転席の表示部に表示し、作業中もGPS受信機を備えかつ前記作業基準高さに保持した均平板で、高い場所の土を低い場所に運土しながらリアルタイムに均平板が通過した後の高さを圃場の均平基準面高さと比較して運転席の表示部に表示し高いところの土を最短距離で低いところへ運土できるよう示唆しながら、圃場全体を均平にする効率的で安全な均平工法を提案するものである。
この方法であれば、オペレータは部分的であれ均平基準高さに達した場所がわかるため、その場所に再度行く必要が無いことが解るので最短距離で効率的に運土することができる。
In this application, a three-dimensional positioning system using a so-called GPS receiver is used to solve the problem, the shape and height of the first field is measured, a height map is created with the data, Calculates the level of the flat reference plane when the whole is transported and leveled, and displays the difference in height compared to the level of the flat reference plane on the display section of the driver's seat. Compared with the level reference plane height of the field, the level after the leveling plate passes in real time while carrying soil from a high place to a low place. We propose an efficient and safe leveling method that leveles the entire field while suggesting that the soil at the high place can be transported to the low place at the shortest distance by displaying it on the display section of the driver's seat.
With this method, the operator knows the location where the level has reached the level even if it is partial, so that it is understood that there is no need to go to that location again, so that the operator can efficiently carry the soil at the shortest distance.
通常のカーナビゲーション等に使用されているGPS使用方法では、電波が電離層を通過するときの遅れなどから10メートル程度の誤差は止むを得ないとしているが、本出願では主にRTK-GPS(リアルタイムキネマテック-GPS)という方法を用いて三次元測定をする。RTK-GPS(リアルタイムキネマティックGPS)測位は、位置のわかっている基準局と位置を求めようとする観測点で同時にGPS観測を行い、基準局で観測したデータを無線などを用いて観測点へリアルタイムに送信し、基準局の位置成果に基き観測点の位置をリアルタイムに求める方法で、数cmの誤差で位置が決定される。 In the GPS usage method used in ordinary car navigation, etc., an error of about 10 meters is unavoidable due to delays when radio waves pass through the ionosphere, but in this application, RTK-GPS (real-time) is mainly used. Three-dimensional measurement is performed using a method called Kinematic-GPS. RTK-GPS (real-time kinematic GPS) positioning performs GPS observation at the same time as a reference station whose position is known and the observation point where the position is to be obtained, and the data observed at the reference station is transmitted to the observation point in real time using radio etc. The position is determined with an error of several centimeters by transmitting and obtaining the position of the observation point in real time based on the position result of the reference station.
この方法のGPS受信機を備えたトラクタでまず圃場内を測定しながら走行して圃場形状と高低マップを作成する。通常牽引車両に牽引される均平機を用いて均平にする場合は、区画全体を砕土して膨軟にしておかないと運土できない。牽引される均平機は軽い自重なので踏み固められた硬い土の塊に当たると上方向に均平板が逃げてしまう。そのため図2のように均平作業前にプラウイングやロータリー耕耘作業しておく必要がありその際にGPS受信機を装着した牽引車両(トラクタ等)で測定すると砕土と測定の両方ができるので効率的である。 A tractor equipped with a GPS receiver of this method is used to first run while measuring the inside of the field and create a field shape and height map. When leveling is performed using a leveling machine that is normally pulled by a towing vehicle, it cannot be carried out unless the entire section is crushed and loosened. Since the leveling machine towed is a light weight, the flat plate will escape upward when it hits a hard lump of soil that has been compacted. Therefore, it is necessary to carry out plowing and rotary tillage work before leveling as shown in Fig. 2. In this case, when measuring with a towing vehicle (tractor, etc.) equipped with a GPS receiver, both ground breaking and measurement can be performed. Is.
また、図3のようにGPS受信機20を均平機に取り付けてリフトアップした状態で走行しても良い。いずれにしてもGPS受信機20の地表面からの高さHが計測されておれば制御装置21で計算しながら記憶できるので問題ない。高低マップ作成の為の走行であるので図2のようなGPS受信機20を取り付けたトラクタ11単独による高速走行の測定も可能である。 Alternatively, as shown in FIG. 3, the GPS receiver 20 may be attached to the leveling machine and run in a lifted state. In any case, if the height H from the ground surface of the GPS receiver 20 is measured, it can be stored while being calculated by the control device 21, so there is no problem. Since it is traveling for creating a high-low map, it is possible to measure high-speed traveling with the tractor 11 alone equipped with a GPS receiver 20 as shown in FIG.
次に作成された高低マップに基いて制御装置21で運土量を計算し、均平できる最大の高さである均平基準面高さを算出し図7のように均平基準面高さと比較した高低マップにして運転席に表示する。そしてGPS受信機20を取り付け作業基準高さに均平板を保持した作業機で、高低マップを見ながら高い場所から低い場所へと運土する。 Next, the controller 21 calculates the amount of soil carried out based on the height map created, calculates the level of the flat reference plane, which is the maximum height that can be leveled, and the level of the flat reference plane as shown in FIG. It displays in the driver's seat as a comparison map. Then, the GPS receiver 20 is attached to the work machine that holds the flat plate at the work reference height, and the earth is carried from the high place to the low place while looking at the height map.
均平機に取り付けられたGPS受信機20によって随時均平板の作業基準高さが表示され高低マップ上に記録されるので、均平基準面高さの場所が明確となり作業者は運土方向をすぐ理解することができる。従来方法の高低差が分らないときは図15のように一定方向に旋回しながら均平板の片側に土を抱え込み、牽引車両が牽引できる程度に配慮しながら圃場全体を隈なく運土したが、高低差が分れば土を抱え込む位置と土を放擲する位置が運転席に表示された高低マップでわかるので図8のように前進、後退を繰り返す最短距離の往復運動でもよい。 The GPS receiver 20 attached to the leveling machine displays the work reference height of the leveling plate at any time and records it on the height map, so that the location of the leveling reference plane height is clear and the operator changes the soil direction. I can understand immediately. When the height difference of the conventional method is not known, as shown in Fig. 15, the soil was carried around the entire field while taking into consideration the extent to which the towing vehicle can be towed while holding the soil on one side of the flat plate while turning in a certain direction, If the height difference is known, the position where the soil is held and the position where the soil is released can be seen from the height map displayed on the driver's seat. Therefore, as shown in FIG.
また、高低差があまりにも大きい場合やトラクタの踏圧で均平基準面が変化した場合は、一旦大まかに均平にしたデーターを元に、更に均平時の誤差範囲を狭く設定して、解像度を細かく設定すれば最初に均平にした時と同様に運土量を計算し均平基準面高さを設定し作業し更に均一平面にすることができる。 Also, if the level difference is too large or the leveling reference surface changes due to the tractor's stepping pressure, based on the data that has been roughly leveled, the error range during leveling is further narrowed to set the resolution. If finely set, the amount of soil can be calculated in the same way as when leveling first, and the level of the leveling reference plane can be set and worked to make it even.
本願は均平板より低い部分を測定する不陸修正距離測定部を備えており、図4、図5のように一定作業基準高さの均平板が地面と接触しない場合はその距離を測定するようになっている。つまり一定の作業基準高さで均平板が牽引された時、作業基準高さより地表面が低い場所を通過する時は、図4のように均平板が宙に浮いた状態になる。このときの作業基準高さと地表面との距離X(不陸修正距離)を測定することができる。したがって圃場内の一番高い部分がわかればそれを運土するように均平板の作業基準高さを一定にし、くまなく圃場を走ることで最初から均平作業しながら高低マップを作成することも可能である。 The present application is equipped with a non-uniform correction distance measuring unit that measures a portion lower than the flat plate, and when the flat plate with a fixed work reference height does not contact the ground as shown in FIGS. 4 and 5, the distance is measured. It has become. In other words, when the flat plate is pulled at a constant work reference height, when the ground surface is lower than the work reference height, the flat plate floats in the air as shown in FIG. At this time, the distance X (non-land correction distance) between the work reference height and the ground surface can be measured. Therefore, if you know the highest part in the field, you can create a height map while leveling from the beginning by keeping the work base height of the leveling plate constant so that it can be transported and running all over the field. Is possible.
以下本発明の実施の形態を説明する。最初に図12のような軌跡で衛星を利用した三次元測位システムいわゆるGPS受信機20を備えた車両で圃場区画内をくまなく走行し高さと位置を測定し、制御装置21に記憶して高低マップを作成する。測定方法は図2のようなGPS受信機20が取り付けられたトラクタ11が単体で走行してもよいし、プラウ作業機15で圃場内を耕耘しながら測定しても良い。実際稲株や稲藁が表面にあると均平作業の妨げになるのでプラウイングして地中にすき込むと均平作業がやりやすい。 Embodiments of the present invention will be described below. First, a vehicle equipped with a so-called GPS receiver 20 using a three-dimensional positioning system using a satellite with a trajectory as shown in FIG. 12 travels through the field section, measures the height and position, and stores the height and position in the control device 21. Create a map. As a measuring method, the tractor 11 to which the GPS receiver 20 as shown in FIG. 2 is attached may travel alone or may be measured while plowing the field with the plow working machine 15. In fact, leveling work is hindered if there are rice stocks or rice straw on the surface, so it is easier to level the work by plowing into the ground.
また、図3のようにGPS受信機20の付いていないトラクタ10でGPS受信機20が取り付けられた均平機30をリフトアップしながら走行し測定しても良い。いずれにしてもGPS受信機20の地面からの高さHを予め制御装置21に記憶させておき計算すればよい。このような測定方法で制御装置21内に圃場区画内高低MAPを作成する。 Further, as shown in FIG. 3, the tractor 10 without the GPS receiver 20 may travel and measure while lifting the leveling machine 30 to which the GPS receiver 20 is attached. In any case, the height H of the GPS receiver 20 from the ground may be stored in advance in the control device 21 and calculated. By using such a measurement method, a high and low MAP in the field section is created in the control device 21.
図10のフローチャートに従って説明する。図12のような軌跡で圃場をくまなく走行し圃場区画内の高低マップを製作し、その高低マップデーター記録を呼び出すS1。次に高低マップデーターから運土量を計算しS2、均平基準高さを算出するS3。均平基準高さを元にして図13のような切土・盛土表を算出し、見やすく色分けして表示部22に表示するS4。表示例としては図7のような高低マップを運転席に表示する。図7の地形は白の部分が均平基準面高さで中央が高く左右部が低い圃場である。 This will be described with reference to the flowchart of FIG. S1 travels through the field with a trajectory as shown in FIG. 12 to produce a height map in the field section, and calls up the height map data record S1. Next, S2 is calculated from the height map data and S2 is calculated, and S3 is calculated. A cut / fill table as shown in FIG. 13 is calculated based on the standard reference height, and is displayed on the display unit 22 in a color-coded manner for easy viewing. As a display example, a height map as shown in FIG. 7 is displayed on the driver's seat. The topography of FIG. 7 is a farm field where the white part is the level of the flat reference plane, the center is high and the left and right parts are low.
特許文献3に記載された高低マップでは、ブルドーザーの車幅より小さい凹部は測定されないが、本出願では図5に示すようにゲージホイル34が凹部fの深さを測定し表示する。ゲージホイル34が複数あれば制御装置21で平均されることにより更に正確に表示される。圃場では不陸同様少しの凹部でも水がたまって作物の育成が均一に保てなくなるので特許文献3よりも正確に表示されなくてはならない。
図5や図8のように均平板の幅より狭い凹部があった場合に検出され無いのでは良い圃場にならない。
In the height map described in Patent Document 3, a recess smaller than the vehicle width of the bulldozer is not measured, but in this application, as shown in FIG. 5, the gauge wheel 34 measures and displays the depth of the recess f. If there are a plurality of gauge wheels 34, they are displayed more accurately by being averaged by the control device 21. In the field, water is accumulated even in a small recess as in the case of the unland land, and the growth of the crop cannot be maintained uniformly, so it must be displayed more accurately than Patent Document 3.
If there is a recess narrower than the flat plate width as shown in FIG. 5 and FIG. 8, it will not be a good field if it is not detected.
実際の均平作業機を図1に示す。均平作業機30のフレーム33はピン7を介してトップリンク8に、ピン6を介してロアリンク9に取り付けられている。均平板31はGPS受信機20とフレーム33を介して一体になっており、GPS受信機20が一定高さに保たれていれば、均平板31も一定作業基準高さに保たれる。 An actual leveling machine is shown in FIG. The frame 33 of the leveling work machine 30 is attached to the top link 8 via the pin 7 and to the lower link 9 via the pin 6. The flat plate 31 is integrated with the GPS receiver 20 via the frame 33. If the GPS receiver 20 is maintained at a constant height, the flat plate 31 is also maintained at a constant work reference height.
具体的に均平作業を説明する。トラクタ10のロアリンク9とトップリンク8によって均平機30が牽引される。均平板31の作業基準高さが均平基準面より高いと制御装置21が判断すると、ロアリンク9を下げるように動作し、逆に均平板31の作業基準作業基準が均平基準面より低いとロアリンク9を上げるように動作するようになっていることで均平板31は、一定作業基準高さに保たれる。 The leveling operation will be specifically described. The leveling machine 30 is pulled by the lower link 9 and the top link 8 of the tractor 10. When the control device 21 determines that the work reference height of the flat plate 31 is higher than the flat reference surface, it operates to lower the lower link 9, and conversely, the work reference work reference of the flat plate 31 is lower than the flat reference surface. The leveling plate 31 is maintained at a constant work reference height by operating so as to raise the lower link 9.
また、均平機30はトラクタ10にドローバー12で牽引される場合がある(図3参照)。ドローバー12は上下する事無くトラクタに固定された牽引桿で、ピン6の位置が一定高さに固定されたまま牽引される。この場合の高さ調整はシリンダ38の伸縮によって行われる。制御装置21からトラクタ10の油圧ポンプを作動させて上記と同様に制御することができる。 Further, the leveling machine 30 may be pulled by the tractor 10 with the draw bar 12 (see FIG. 3). The draw bar 12 is a traction rod fixed to the tractor without moving up and down, and is pulled while the position of the pin 6 is fixed at a certain height. In this case, the height is adjusted by the expansion and contraction of the cylinder 38. Control can be performed in the same manner as described above by operating the hydraulic pump of the tractor 10 from the control device 21.
図1において均平板31の後部にはゲージホイル34がアーム39を介して自在回転するように取り付けられおり、回転センサー(もしくは角度センサー)32がアーム39の上端の支点部に取り付けられている。図4のように回転センサー32から出力される信号によって、均平板31より低い位置の高さが測定できるようになっている。つまり、図4もしくは図5のように均平板31は制御装置21によって常に一定の作業基準高さに保持されて作業しているので、地面が均平基準面より低い場所にくると均平板31は宙に浮いた状態になる。このときゲージホイル34が自重で下がり接地した角度を回転センサー32で読み取り、制御装置21に算出させることで、均平基準面よりどれだけ低いか表すことができる。
例えば図4のように一定作業基準高さの均平板31より地面が低い場合、ゲージホイル34は距離Xが大きくなれば接地角度θが小さくなる。この角度を計測することで距離Xが算出される。
1, a gauge wheel 34 is attached to the rear part of the leveling plate 31 so as to freely rotate via an arm 39, and a rotation sensor (or angle sensor) 32 is attached to a fulcrum part at the upper end of the arm 39. As shown in FIG. 4, the height at a position lower than the flat plate 31 can be measured by a signal output from the rotation sensor 32. That is, as shown in FIG. 4 or FIG. 5, the flat plate 31 is always kept at a constant work reference height by the control device 21, so when the ground surface is lower than the flat reference surface, the flat plate 31. Will float in the air. At this time, the angle at which the gauge wheel 34 is lowered by its own weight and touches the ground is read by the rotation sensor 32 and calculated by the control device 21, whereby it is possible to express how much it is lower than the level reference plane.
For example, as shown in FIG. 4, when the ground surface is lower than the flat plate 31 having a fixed work reference height, the contact angle θ of the gauge wheel 34 decreases as the distance X increases. The distance X is calculated by measuring this angle.
ゲージホイル34は均平板31の幅方向に複数取り付けても良い。その場合は片方が均平基準面で他方が低い面だったりする場合に、制御装置21で平均を取ることで判断することも可能である。更にはゲージホイル34の他の実施例として、図11のように板状のゲージ37を滑らせるように取り付け回転センサー32で検出する方法でも良い。 A plurality of gauge wheels 34 may be attached in the width direction of the flat plate 31. In that case, when one side is a flat reference surface and the other is a low surface, it is also possible to determine by taking an average with the control device 21. Furthermore, as another embodiment of the gauge wheel 34, a method of detecting with a rotation sensor 32 so as to slide a plate-like gauge 37 as shown in FIG.
ゲージホイル34の後方にはタイン36がありトラクタ10の踏圧を解消し表層部を砕土・膨軟にする働きがある。タイン36の働きでこのまま播種床にすることもできる。更に後方には鎮圧輪35がありタイン36の膨軟にした表面を適度に鎮圧する。またドローバー12で牽引され、シリンダ38で均平板31を上下する時、接地して均平板31を一定作業基準高さに保持する際の支点になる部分である。 There is a tine 36 behind the gauge wheel 34, which works to break down the tread of the tractor 10 and to crush and soften the surface layer. Tyne 36 can be used as a seedbed. Further, there is a pressure-reducing wheel 35 on the rear side to moderately suppress the softened surface of the tine 36. Further, it is a portion that is pulled by the draw bar 12 and serves as a fulcrum when the flat plate 31 is held at a constant work reference height by grounding when the flat plate 31 is moved up and down by the cylinder 38.
以上のような構成で作業を行うと、最初にGPS受信機20が取り付けられたトラクタ11で図12のように圃場区画全体を測定した結果は図13のようなデーターになり図7のような高低マップに表される。図7によれば中央のb部が高く左右のa、c部が低い圃場であることが分る。表示はカラーで色分けし、表示単位は適宣選択できるようにしても良い。均平基準面になっている部分は白で表示されており、全体が白になれば作業終了である。
なお、図7では、高低マップの表示が横方向(y方向)に均一に表示されているが、わかりやすい例として記載したもので、実際は図13のようになっている。
When working with the configuration as described above, the result of measuring the entire field section as shown in FIG. 12 with the tractor 11 to which the GPS receiver 20 is first attached becomes the data as shown in FIG. Represented in high and low maps. According to FIG. 7, it can be seen that the middle b portion is high and the left and right a and c portions are low fields. The display may be color-coded and the display unit may be selected appropriately. The portion that is the leveling reference plane is displayed in white, and when the whole is white, the work is finished.
In FIG. 7, the display of the height map is uniformly displayed in the horizontal direction (y direction), but it is described as an easy-to-understand example, and is actually as shown in FIG.
ここで図14のような従来のレーザ光方式の均平機50で図7の土地を均平作業すると途中経過は図15のようになる。オペレータは均平板51が土を抱えると直ちに反転して低いと思われる方向へ運土し、均平板51に土が無くなったら直ちに反転して高いと思われる方向へ戻る。この作業を繰り返していると圃場は図15のようにaが低くb、cが均平基準面高さよりやや高い状態で均平になる。
この後最終的に図9のような均平基準面高さに均平にするにはb、cの場所から広く浅く運土しaの部分を埋めなければならず、時間と労力のかかる作業になってしまう。
Here, when the land of FIG. 7 is leveled with the conventional laser beam type leveling machine 50 as shown in FIG. 14, the progress is shown in FIG. When the flat plate 51 holds the soil, the operator immediately reverses and carries the soil in a direction that seems to be low, and when the flat plate 51 runs out of soil, it immediately reverses and returns to the direction that seems to be high. When this operation is repeated, the field becomes flat with a being low and b and c being slightly higher than the flat reference plane height as shown in FIG.
After this, in order to finally level the flat reference surface height as shown in Fig. 9, it is necessary to carry the soil a wide and shallow from the location of b and c and to fill in the part a, which takes time and labor. Become.
しかし、図1のようなGPS受信機20を取り付けた均平作業機30で作業すると途中経過は図8のようになる。オペレータはb部の高い部分の土をc部に運土し、均平基準面高さに達し表示が白く変るとそれ以上その場所には運土しなくてもよいことが分る。更に均平基準面高さより高い部分も表示されているのでトラクタは前進、後退を使って最短距離を往復でき時間を短縮することができる。図8の後最終的に図9のように仕上げるには同じような作業を反対側でも行えばよい。以上の説明のように大幅に作業時間を短縮することができ、踏圧によって圃場が硬くなることを防止できる。 However, when working with a leveling machine 30 equipped with a GPS receiver 20 as shown in FIG. 1, the progress is shown in FIG. The operator carries the soil of the high part of part b to part c, and when the level reaches the leveling level and the display turns white, it can be seen that no further soiling is required. Furthermore, since a portion higher than the level of the flat reference plane is also displayed, the tractor can reciprocate the shortest distance using forward and backward movements, thereby shortening the time. To finish the process as shown in FIG. 9 after FIG. 8, the same operation may be performed on the opposite side. As described above, the working time can be greatly shortened, and the field can be prevented from becoming hard due to the stepping pressure.
図8についてもう少し詳しく説明する。右上部に破線で囲まれた部分は均平板31の作業幅より小さい凹部である。トラクタの進行方向と同方向のためゲージホイル34が無いと見落としてしまい、検知されない溝部である。
また、図8において高い場所bと均平基準面高さとの高低差eの土量を一度に運土できる牽引能力がある均平機なら均平板31は作業基準高さに固定したまま高い部分bの土を低い部分cに運べばよいが、一度で運土できない場合は、半分のe/2の高さに均平板31を固定して、分割して低い部分にaに運土し高低差dを埋めればよい。この場合の均平板通過高さe/2も制御装置21に記憶され表示される。
FIG. 8 will be described in more detail. A portion surrounded by a broken line in the upper right portion is a recess smaller than the working width of the flat plate 31. Since it is the same direction as the direction of travel of the tractor, it is overlooked if there is no gauge wheel 34, and is a groove portion that is not detected.
Also, in Fig. 8, if the leveling machine has a pulling capacity that can carry the soil volume at the height difference b between the high place b and the level of the leveling plane at one time, the leveling plate 31 is fixed at the work base level and remains high. You can carry the soil of b to the lower part c, but if you can not carry the soil at once, fix the leveling plate 31 at half the height of e / 2 and divide it into the lower part and carry it to a. What is necessary is just to fill the difference d. The flat plate passing height e / 2 in this case is also stored and displayed in the control device 21.
図6に示す第二の実施例の形態を説明する。位置のみ測定するGPS受信機20aと高低差を測定するレーザ光57の両方を組み合わせた三次元測位システムを利用する方法である。図1のようなGPSのみを用いた作業機の場合、山間部など林にさえぎられ電波の届きにくい場所では大幅な誤差が生じる場合がある。特に高低に対する誤差が著しい場合には圃場が均平にならないことが考えられる。このような場合には高低差の測定だけはレーザ光を使用することが考えられる。また、レーザ光を併用する方法であれば、今までレーザ光方式で使用していた作業機にGPS受信機20と制御装置21を付加する事で本発明を実施できるようになるので経済的である。 A form of the second embodiment shown in FIG. 6 will be described. This is a method using a three-dimensional positioning system that combines both a GPS receiver 20a that measures only the position and a laser beam 57 that measures the height difference. In the case of a work machine that uses only GPS as shown in Fig. 1, a significant error may occur in places where radio waves are difficult to reach such as mountainous areas. It is conceivable that the field will not be leveled, especially when the error with respect to elevation is significant. In such a case, it is conceivable to use a laser beam only for the measurement of the height difference. In addition, if the method uses laser light in combination, the present invention can be implemented by adding the GPS receiver 20 and the control device 21 to the working machine that has been used in the laser light method so far. is there.
この方法ではGPS受信機20aが位置(座標)の測定を行う。レーザ受光機55がロアリンク9の上下動により一定の高さに保持され同時に均平板31も一定作業基準高さに保持される。図4のように均平板31が地面に届かない場合でも、ゲージホイル34によって回転センサー32が働き均平板31と地面との不陸修正距離Xが測定され、記憶され、表示される。 In this method, the GPS receiver 20a measures the position (coordinates). The laser receiver 55 is held at a constant height by the vertical movement of the lower link 9, and the leveling plate 31 is also held at a constant work reference height. Even when the flat plate 31 does not reach the ground as shown in FIG. 4, the rotation sensor 32 is operated by the gauge wheel 34, and the unevenness correction distance X between the flat plate 31 and the ground is measured, stored and displayed.
高低差の大きい圃場では、図2の方式のように牽引車両等(例えばトラクタ単体)で隈なく区画内を走行し、高低マップを作り土量を計算して均平基準面高さを算出するが、不陸修正のように高定差が小さい圃場で何度も不陸修正している場合は均平基準面高さが大まかではあるが予想できる。その場合は最初から均平作業を行いながら、ゲージホイル34の不陸修正距離測定部32を利用して高低マップを作成することができる。農作業者であれば圃場内の低地でいつも水がたまるところと、高地で水がかかりにくいところは解っていることが多い。この場合は高い所で均平板31を土がこぼれない程度の一定作業基準高さに均平板を保持して均平作業を開始する。このとき全体が埋めきれない程度の高さで作業基準高さを設定する。なぜならば圃場全体が埋めきれてなおかつ土が余る(高いところが存在する)様であれば最初から作業をやり直さなくてはならない。 In a farm with a large difference in height, as shown in Fig. 2, the tow vehicle or the like (for example, a tractor alone) travels within the section without difficulty, creates a height map and calculates the amount of soil to calculate the leveling level. However, if the unevenness correction is repeated many times in a field with a small difference in height, such as the unevenness correction, it can be expected that the leveling plane height is rough. In that case, a level map can be created using the unevenness correction distance measuring unit 32 of the gauge wheel 34 while performing leveling work from the beginning. If you are a farmer, you often know where the water always collects in the lowlands of the field and where it is difficult to get water in the highlands. In this case, the leveling work is started by holding the leveling plate at a constant work reference height at which the soil does not spill over the leveling plate 31 at a high place. At this time, the work reference height is set to such a height that the whole cannot be filled. Because if the whole field is filled and there is a lot of soil (there is a high place), you have to start from the beginning.
低くて埋めきれない部分が発生すれば、ゲージホイル34が測定し、不陸修正部があり、埋めきれた場所は作業基準高さであることが演算部によって演算され、均平基準面高さと比較して表示される。
図4のように三次元測位システムを利用し均平板31を作業基準面高さに保持し、ゲージホイル34の不陸修正距離測定部32でXを測定しその位置と共に記憶し演算することで圃場区画内の運土量を算出することができるので、新に均平基準面高さを演算することができる。
上記均平基準面高さが測定されれば、次に均平基準面高さに作業基準面をあわせて不陸修正を行えば今まで記載した通りの方法で容易に作業することができる。
不陸修正といえども高低差が大きい時は、図4のようにゲージホイル34のアーム39を長くすることにより高低差が大きくても測定できるようにしておくことが望ましい。
If a portion that is too low to be filled occurs, the gauge wheel 34 measures, and there is a non-land correction part, and the buried part is calculated as the work reference height by the calculation part. Displayed in comparison.
As shown in FIG. 4, by using a three-dimensional positioning system, the leveling plate 31 is held at the work reference plane height, X is measured by the unevenness correction distance measuring unit 32 of the gauge wheel 34, and is stored and calculated along with the position. Since the amount of soil carried in the field section can be calculated, the leveling reference plane height can be newly calculated.
If the above-mentioned flat reference plane height is measured, then the work reference plane can be adjusted to the flat reference plane height to correct the unevenness, and the work can be easily performed as described above.
Even in the case of unevenness correction, when the height difference is large, it is desirable to make it possible to measure even if the height difference is large by lengthening the arm 39 of the gauge wheel 34 as shown in FIG.
本願は主に高低差のある圃場を均一平面にする方法について述べたが、同様な均一平面が必要とされる宅地造成やグラウンド整備、等でも利用できる。 Although this application mainly described the method of making a farm field with a height difference into a uniform plane, it can also be used in residential land development and ground maintenance where a similar uniform plane is required.
6 ロアリンク取り付けピン
7 トップリンク取り付けピン
8 トップリンク
9 ロアリンク
10 トラクタ(GPS受信機の無いもの)
11 トラクタ(GPS受信機の有るもの)
12 ドローバー
15 プラウ作業機
20 GPS受信機
20a 位置のみ測定するGPS受信機
21 制御装置
22 表示部
30 均平機
31 均平板
32 回転センサー
33 フレーム
34 ゲージホイル
35 鎮圧輪
36 タイン
37 板状のゲージ
38 シリンダ
39 アーム
39a 長いアーム
50 従来のレーザ光方式の均平機
51 従来のレーザ光方式の均平機の均平板
52 高低差測定器
53 レーザ受光機取り付けポール
55 レーザ受光機
56 レーザ発光機
57 レーザ光
H GPS受信機と地表との距離
X 均平板と地表との距離
d 均平基準高さと地表との+の高低差
e 均平基準高さと地表との−の高低差
θ ゲージホイルの接地角度
6 Lower link mounting pin
7 Top link mounting pin
8 Top link
9 Lower link
10 Tractor (without GPS receiver)
11 Tractor (with GPS receiver)
12 Drawbar
15 plow work machine
20 GPS receiver
20a GPS receiver that only measures position
21 Control unit
22 Display
30 leveling machine
31 Flat plate
32 Rotation sensor
33 frames
34 gauge foil
35 wheel
36 Tyne
37 Plate gauge
38 cylinders
39 arm
39a long arm
50 Conventional laser beam leveling machine
51 Leveling plate of conventional laser beam leveling machine
52 Height difference measuring instrument
53 Laser receiver mounting pole
55 Laser receiver
56 Laser emitter
57 Laser light
H Distance between GPS receiver and surface
X Distance between flat plate and ground surface
d + level difference between the standard level and the ground surface
e Level difference between the flat reference height and the ground surface θ The contact angle of the gauge wheel
Claims (4)
前記均平機は、トラクタにトップリンク及びロアリンクを介して上下方向に調整可能に取り付けられたフレームと、該フレームに取り付けられた均平板とを備え、
前記GPS受信機は、前記フレーム又はトラクタに一体に取り付けられており、トラクタが圃場区画内全体を走行した際に、圃場区画内の各地点の位置と該位置における圃場の地表面の高さを計測し、その位置と該位置における圃場の地表面の高さデータを前記制御装置に送るものであり、
前記制御装置は、前記GPS受信機からの前記圃場区画内の各地点の位置と該位置における高さデータを記憶するとともに圃場区画内全体の地表面の高低マップを作成し、該高低マップに基づき、前記圃場区画内全体を運土して均平にしたときの均平基準面高さを算出し記憶するものであり、
前記均平板は、トップリンク及びロアリンクを介してフレームが上下方向に調整されることで、前記均平基準面高さと同じ高さの作業基準高さに調整されて保持され、圃場区画の均平作業を可能とする構成であることを特徴とする均平作業機。 In a leveling machine that includes a tractor, a leveling machine towed by the tractor, a GPS receiver, and a control device, and performs leveling work to make the inside of a field section with a height difference a uniform plane,
The leveling machine includes a frame attached to the tractor so as to be adjustable in the vertical direction via a top link and a lower link, and a leveling plate attached to the frame .
The GPS receiver is integrally attached to the frame or the tractor. When the tractor travels in the entire field section, the position of each point in the field section and the height of the ground surface of the field at the position are calculated. Measuring, and sending the position and the height data of the ground surface of the field at the position to the control device,
The control device stores the position of each point in the field section from the GPS receiver and height data at the position and creates a height map of the entire ground surface in the field section, and based on the height map , To calculate and memorize the level reference plane height when the entire field section is carried and leveled;
The flat plate is adjusted and held at a work reference height that is the same height as the flat reference surface height by adjusting the frame in the vertical direction via the top link and the lower link, and the level of the field section is maintained. A leveling machine characterized in that it is configured to enable flat work.
前記制御装置は、不陸修正距離測定部で測定された均平板より圃場区画内の地表面が低い位置の高さデータとGPS受信機で測定された位置データとから、前記高低マップを修正して新たに圃場区画内全体の地表面の高低マップ及び均平基準面高さを作成することが可能であり、
前記均平板は、トップリンク及びロアリンクを介してフレームが上下方向に調整されることで、前記新たに作成された均平基準面高さと同じ高さの作業基準高さに調整されて保持され、圃場区画内の均平作業を可能とする構成であることを特徴とする請求項1記載の均平作業機。 The leveling machine is provided with a non-land correction distance measuring unit, and the non-land correction distance measuring unit is attached to the level plate behind the level plate in the advancing direction of the tractor and passes through the level plate. It is possible to measure the height of the ground surface of the field where the ground surface in the field section is lower than the flat plate at the back,
The control device corrects the elevation map from height data of a position where the ground surface in the field section is lower than the flat plate measured by the unevenness correction distance measurement unit and position data measured by the GPS receiver. It is possible to newly create a height map and leveling reference surface height of the entire ground surface in the field section,
The flat plate is adjusted and held at a work reference height that is the same height as the newly created flat reference surface height by adjusting the frame in the vertical direction via the top link and the lower link. The leveling work machine according to claim 1, wherein the leveling work is configured to enable leveling work in a field section.
前記均平機は、トラクタにトップリンク及びロアリンクを介して上下方向に調整可能に取り付けられたフレームと、該フレームに取り付けられた均平板とを備えており、
前記GPS受信機は前記フレーム又はトラクタに取り付けられており、
圃場区画内の均平作業を行うに先立ち、トラクタで圃場区画内全体を走行し、前記GPS受信機によって、圃場区画内の各地点の位置と該位置における圃場の地表面の高さを計測し、その位置と該位置における高さデータを前記制御装置に送り、
前記制御装置によって、前記GPS受信機からの前記圃場区画内の各地点の位置と該位置における高さデータを記憶するとともに圃場区画内全体の地表面の高低マップを作成し、該高低マップに基づき、前記圃場区画内全体を運土して均平にしたときの均平基準面高さを算出して記憶し、
圃場区画内の均平工法の作業に際して、前記均平板を、トップリンク及びロアリンクを介してフレームを上下方向に調整することで、前記均平基準面高さと同じ高さの作業基準高さに調整して保持し、圃場区画内の均平作業を行うことを特徴とする均平工法。 Using a leveling machine equipped with a tractor, a leveling machine towed by the tractor, a GPS receiver, and a control device, leveling work to make the inside of a field section with a height difference a uniform plane In the leveling method,
The leveling machine includes a frame attached to the tractor via a top link and a lower link so as to be adjustable in the vertical direction, and a leveling plate attached to the frame .
The GPS receiver is attached to the frame or tractor;
Prior to performing leveling work in the field section, the tractor travels through the entire field section, and the GPS receiver measures the position of each point in the field section and the height of the ground surface of the field at the position. , Send the position and height data at the position to the control device,
The control device stores the position of each point in the field section from the GPS receiver and the height data at the position and creates a height map of the entire ground surface in the field section, based on the height map , And calculate and store the level of the reference level when the entire field section is soiled and leveled,
When performing the leveling method in the field section, the leveling plate is adjusted to the working reference height of the same level as the leveling reference plane height by adjusting the frame in the vertical direction via the top link and the lower link. A leveling method characterized by adjusting and holding, and performing leveling work in the field section.
不陸修正距離測定部で測定した均平板より圃場区画内の地表面が低い位置の高さデータとGPS受信機で測定した位置データとから、前記制御装置によって、前記高低マップを修正して新たに圃場区画内全体の地表面の高低マップ及び均平基準面高さを作成し、
前記均平板を、トップリンク及びロアリンクを介してフレームが上下方向に調整することで、前記新たに作成された均平基準面高さと同じ高さの作業基準高さに調整して保持し、新たに圃場区画内の均平作業を行うことを特徴とする請求項3記載の均平工法。 In the traveling direction of the tractor in the leveling machine, a non-uniform correction distance measuring unit is provided on the leveling plate behind the leveling plate, and the non-uniform correction distance measuring unit provides a field from the leveling plate behind the leveling plate. Measure the height of the ground surface of the field where the ground surface in the parcel is low,
From the height data of the position where the ground surface in the field section is lower than the flat plate measured by the unevenness correction distance measuring unit and the position data measured by the GPS receiver, the control device corrects the height map and newly Create a ground level map and level reference plane height for the entire field section,
Adjusting and holding the flat plate to the work reference height that is the same as the newly created flat reference surface height by adjusting the frame in the vertical direction via the top link and the lower link, The leveling method according to claim 3, wherein leveling work in the field section is newly performed.
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