JP2013088277A - Soil hardness measuring instrument - Google Patents

Soil hardness measuring instrument Download PDF

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JP2013088277A
JP2013088277A JP2011228727A JP2011228727A JP2013088277A JP 2013088277 A JP2013088277 A JP 2013088277A JP 2011228727 A JP2011228727 A JP 2011228727A JP 2011228727 A JP2011228727 A JP 2011228727A JP 2013088277 A JP2013088277 A JP 2013088277A
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soil
measuring instrument
spring
penetrating needle
needle
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Hideyuki Yasumoto
英行 安元
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Abstract

PROBLEM TO BE SOLVED: To provide a soil hardness measuring instrument which has a simple structure, a reduction in cost and the improvement of operability and can easily perform inspection in a vertical direction and a horizontal direction.SOLUTION: A soil hardness measuring instrument includes: a cylindrical measuring instrument body 5 having a patch 3 to be brought into contact with the surface of soil 2 at a front end and a rear cap 4 at a rear end in a detachable manner; an intrusion needle 7 provided so as to be intruded into soil from the inside of the measuring instrument body through a hole 6 provided in the patch; a spring 8 housed in the measuring instrument body to give prescribed force to the intrusion needle; an operation shaft 9 inserted into the measuring instrument body, passing through the rear cap to pull backward the spring that should pull the intrusion needle into the measuring instrument body for compression; a trigger 25 provided on the rear cap to lock the operation shaft with the spring compressed by being engaged with an engagement part 24 formed on the operation shaft and to discharge the intrusion needle into the soil by releasing the engagement with the engagement part 24; and a display part 12 provided in the measuring instrument body to display intrusion depth of the intrusion needle.

Description

本発明は、土壌硬度測定器に係り、特に従来品よりも安価で取り扱いが簡易な土壌硬度測定器に関するものである。   The present invention relates to a soil hardness measuring instrument, and more particularly to a soil hardness measuring instrument that is cheaper and easier to handle than conventional products.

従来より使われている土壌硬度測定器の機種としては、山中式(携帯タイプ)と長谷川式(貫入タイプ)が知られている。なお、これらに関連する技術としては、例えば特許文献1が知られている。   As types of soil hardness measuring instruments conventionally used, the Yamanaka type (mobile type) and the Hasegawa type (intrusion type) are known. For example, Patent Literature 1 is known as a technique related to these.

山中式は、コンパクトで持ち運びに便利であり、精度も高く、計数的な土壌の硬度と根の生育の相関関係においても研究が進んでいる。   The Yamanaka formula is compact and convenient to carry, has high accuracy, and research is also underway on the correlation between numerical soil hardness and root growth.

一方、長谷川式は、垂直落下する重りの落下慣性力を一定にしてその場の土壌の硬度を最大深度で1000mmまで測ることができる。また、長谷川式は、補助部品として落下の誘導装置を備えており、落下精度の向上が図られている。   On the other hand, the Hasegawa method can measure the soil hardness up to 1000 mm at the maximum depth while keeping the falling inertia force of the vertically falling weight constant. Moreover, the Hasegawa type is provided with a drop guiding device as an auxiliary part, and the drop accuracy is improved.

特許第3259910号公報Japanese Patent No. 3259910

しかしながら、前記山中式は、精度が高いだけに調整や取り扱いが難しい。また、土壌硬度測定器の先端部がコーン形状であるため、強い力に耐え得るが、その分、応力の強いバネを使用する必要があり、調査単位もmm単位になることから、複雑な土壌には返って調査の結果を惑わす要素となり易い。そのため、1平方メートル当たりの観測点を多くとり、類推値を結果とする煩雑な作業を余儀なくされている。   However, the Yamanaka formula is difficult to adjust and handle because of its high accuracy. In addition, since the tip of the soil hardness tester has a cone shape, it can withstand a strong force, but it is necessary to use a spring with a strong stress, and the survey unit is in millimeters, so complex soil In return, it tends to be an element that misleads the results of the survey. For this reason, a large number of observation points per square meter are taken, and complicated work that results in an analogy value is forced.

また、前述したように土壌硬度測定器の先端部がコーン形状であるため、測定深度も浅く、植栽現場作業と並行して使用するには困難であった。   Moreover, since the front-end | tip part of a soil hardness measuring device is cone shape as mentioned above, the measurement depth was shallow and it was difficult to use in parallel with a planting field work.

一方、前記長谷川式は、器材の重量が10kgに及ぶだけでなく、落下貫入式であるため、横方向(水平方向)の簡易な調査(測定)ができず、不便である。また、機材の構造が複雑で、コストが高いだけでなく、設営や調査にも多くの時間がかかるという難点もある。   On the other hand, the Hasegawa method is inconvenient because not only the weight of the equipment reaches 10 kg, but also a drop penetration type, a simple investigation (measurement) in the lateral direction (horizontal direction) cannot be performed. In addition, the structure of the equipment is complicated and not only expensive, but also has the disadvantage that it takes a lot of time to set up and survey.

ところで、実際に植え穴を掘った後、地層側面を見ると、かなり複雑であり、腐敗層や小石、砂利砂層など地層の変化は地層の浅い部分では様々な理由から部分変化が激しい。従って、縦方向(鉛直方向)の貫入試験のみから結果を想定することは難しい面もある。   By the way, after actually digging a planting hole, looking at the side of the stratum, it is quite complex, and changes in the strata such as septic layers, pebbles, gravel sand layers, etc. are severe in various parts for shallow reasons. Therefore, it is difficult to assume the result only from the penetration test in the vertical direction (vertical direction).

本発明は、前記事情を考慮してなされたものであり、構造が簡単でコストの低減及び操作性の向上が図れ、縦方向及び横方向の調査が容易にできる土壌硬度測定器を提供することを目的とする。   The present invention has been made in consideration of the above circumstances, and provides a soil hardness measuring instrument that has a simple structure, can reduce costs and improve operability, and can easily perform longitudinal and lateral investigations. With the goal.

前記目的を達成するために、本発明は、土壌の表面に当接される当て板を先端に有し、後端に後部キャップを着脱可能に有する筒状の測定器本体と、前記当て板に設けられた孔部を通って測定器本体内より土壌内に貫入されるように設けられた貫入針と、該貫入針を前記土壌内に貫入すべく所定の力を付与するために前記測定器本体内に収容されたバネと、前記測定器本体内にその後部キャップを貫通して挿入され前記貫入針を測定器本体内に引き込むべく前記バネを後方に引いて圧縮させるための操作軸と、前記後部キャップ上に設けられ前記操作軸に形成した係合部に係合することにより前記バネを圧縮した状態で操作軸を係止し、且つ係合部に対する係合を解除することにより前記貫入針をバネ力で土壌内に発射させるための引き金と、前記測定器本体又は操作軸に設けられ前記貫入針の貫入深さを表示する表示部とを備えたことを特徴としている。   In order to achieve the above object, the present invention provides a cylindrical measuring instrument main body having a contact plate in contact with the soil surface at the front end and a rear cap detachably at the rear end, and the support plate. A penetrating needle provided so as to penetrate into the soil from the inside of the measuring instrument through the provided hole, and the measuring instrument for applying a predetermined force to penetrate the penetrating needle into the soil A spring housed in the body, and an operating shaft for inserting the penetrating cap into the measuring instrument body and pulling the spring backward to compress the penetrating needle into the measuring instrument body; By engaging with an engaging portion provided on the rear cap and formed on the operating shaft, the operating shaft is locked in a state where the spring is compressed, and the penetration is achieved by releasing the engagement with the engaging portion. Trigger to fire the needle into the soil with spring force and It is characterized by comprising a display unit for displaying the penetration depth of the penetration needle provided in the measuring device main body or actuating shaft.

前記当接板の孔部には前記貫入針の誤射を阻止するための蓋が着脱可能に設けられていることが好ましい。   It is preferable that a lid for preventing erroneous penetration of the penetrating needle is detachably provided in the hole portion of the contact plate.

前記後部キャップを取外した前記測定器本体の後端から前記バネを取外し、前記バネ力に相当する重量の重りを前記貫入針の後部に落下させた時の土壌内への貫入針の貫入深さと、前記バネ力による土壌内への貫入針の貫入深さとを比較することにより前記バネの精度を確認するように構成されていることが好ましい。   The depth of penetration of the penetrating needle into the soil when the spring is removed from the rear end of the measuring instrument body from which the rear cap has been removed and a weight corresponding to the spring force is dropped to the rear of the penetrating needle. It is preferable that the accuracy of the spring is confirmed by comparing the penetration depth of the penetrating needle into the soil by the spring force.

本発明によれば、構造が簡単でコストの低減及び操作性の向上が図れ、縦方向及び横方向の調査が容易にできる。   According to the present invention, the structure is simple, the cost can be reduced and the operability can be improved, and the investigation in the vertical direction and the horizontal direction can be easily performed.

本発明に係る土壌硬度測定器の一実施形態を概略的に示す図で、(a)は側面図、(b)は平面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which shows schematically one Embodiment of the soil hardness measuring device which concerns on this invention, (a) is a side view, (b) is a top view. 土壌硬度測定器により土壌硬度を測定する状態を示す図である。It is a figure which shows the state which measures soil hardness with a soil hardness measuring device. 土壌硬度測定器の構成を示す分解図である。It is an exploded view which shows the structure of a soil hardness measuring device. 土壌硬度測定器に用いられるバネを示す図である。It is a figure which shows the spring used for a soil hardness measuring device. バネの精度を確認するための重りを示す図である。It is a figure which shows the weight for confirming the precision of a spring. バネの精度を確認するための重り落下試験を説明する図である。It is a figure explaining the weight drop test for confirming the precision of a spring. 土壌硬度測定器により土壌硬度を測定する一例を示す図である。It is a figure which shows an example which measures soil hardness with a soil hardness measuring device. 測定結果を記録する直交座標の一例を示す図である。It is a figure which shows an example of the orthogonal coordinate which records a measurement result. 土壌硬度測定器による他の測定方法を説明する図である。It is a figure explaining the other measuring method by a soil hardness measuring device.

以下に、本発明を実施するための形態を添付図面に基いて詳述する。   EMBODIMENT OF THE INVENTION Below, the form for implementing this invention is explained in full detail based on an accompanying drawing.

図1において、1は土壌硬度測定器であり、この土壌硬度測定器1は、土壌2の表面に当接される当て板(当て皿ともいう)3を先端に有し、後端に後部キャップ4を着脱可能に有する筒状の測定器本体5を備えている。この測定器本体5内には、前記当て板3に設けられた孔部6を通って土壌2内に貫入される貫入針7と、この貫入針7を土壌2内に貫入すべく所定の力を付与するバネ(コイルバネ)8と、このバネ8を後方に引いて圧縮させると共に前記貫入針7を測定器本体5内に引き込むための操作軸9とが収容されている。   In FIG. 1, reference numeral 1 denotes a soil hardness measuring device. The soil hardness measuring device 1 has a backing plate (also called a saucer) 3 that comes into contact with the surface of the soil 2 at the front end, and a rear cap at the rear end. 4 is provided with a cylindrical measuring instrument body 5 having a detachable structure 4. In this measuring device main body 5, a penetrating needle 7 that penetrates into the soil 2 through a hole 6 provided in the pad 3 and a predetermined force to penetrate the penetrating needle 7 into the soil 2. A spring (coil spring) 8 for imparting a pressure, and an operating shaft 9 for pulling the spring 8 backward and compressing it, and pulling the penetrating needle 7 into the measuring instrument main body 5 are housed.

前記測定器本体5は、図3にも示すように金属製例えばアルミニウム製の円筒体からなり、手で握り易い大きさ、例えば直径が3〜5cm程度、長さが50〜60cm程度とされている。この測定器本体5の先端側の側面には後述の貫入針7の貫入深さを表示するためのスリット状の表示窓10が形成されていると共にその表示窓10の少なくとも一側部には目盛り11が付され、貫入針7の貫入深さ(貫入量)を表示する表示部12とされている。   As shown in FIG. 3, the measuring instrument body 5 is made of a cylindrical body made of metal, for example, aluminum, and has a size that can be easily grasped by hand, for example, a diameter of about 3 to 5 cm and a length of about 50 to 60 cm. Yes. A slit-like display window 10 for displaying a penetration depth of a penetration needle 7 to be described later is formed on the side surface on the distal end side of the measuring instrument body 5 and a scale is provided on at least one side portion of the display window 10. 11 denotes a display unit 12 that displays the penetration depth (penetration amount) of the penetration needle 7.

調整された土壌2の表面に測定器本体5を垂直に設置するために測定器本体5の先端部に前記当て板3が設けられている。この当て板3は、直径が3〜5cm程度の金属板例えばアルミ板からなっている。   In order to install the measuring instrument main body 5 vertically on the adjusted surface of the soil 2, the abutting plate 3 is provided at the tip of the measuring instrument main body 5. The contact plate 3 is made of a metal plate having a diameter of about 3 to 5 cm, for example, an aluminum plate.

前記測定器本体5の先端に当て板3を取付けるために、測定器本体5の先端には前記後部キャップ4と同形状の前部キャップ13が着脱可能に取付けられている。前記測定器本体5の先端部及び後端部の外周には雄ねじ部14,15が形成され、前部キャップ13及び後部キャップ4には前記雄ねじ部14,15に螺着する雌ねじ部(図示省略)が形成されている。   In order to attach the contact plate 3 to the distal end of the measuring instrument body 5, a front cap 13 having the same shape as the rear cap 4 is detachably attached to the distal end of the measuring instrument body 5. Male screw portions 14 and 15 are formed on the outer periphery of the front end portion and the rear end portion of the measuring instrument main body 5, and female screw portions (not shown) that are screwed to the male screw portions 14 and 15 in the front cap 13 and the rear cap 4. ) Is formed.

また、前部キャップ13には中空の突軸16を介して前記当て板3が取付けられている。この場合、突軸16に対して当て板3を着脱可能に取付けるために、当て板3の後端中央部にはナット17が固着され、突軸16の先端部には前記ナット17を螺合する雄ねじ部18が形成されている。   The abutting plate 3 is attached to the front cap 13 through a hollow protruding shaft 16. In this case, in order to detachably attach the abutting plate 3 to the projecting shaft 16, a nut 17 is fixed to the center of the rear end of the projecting plate 3, and the nut 17 is screwed to the distal end of the projecting shaft 16. A male screw portion 18 is formed.

前記貫入針7は、ステンレス製で直径が4mm、当て板3からの突出量が最大で例えば10cmとされており、先端に鋭角に尖った尖鋭部7aを有している。この貫入針7の後端部には前記測定器本体5内を摺動可能な円柱状の摺動体19が設けられている。この摺動体19の少なくとも先端側には摺動を円滑にするためのテーパ20が形成されていることが好ましい。摺動体19の側面には貫入深さを指示する小ネジからなる指針21が取付けられている。この指針21は、測定器本体の前記表示窓10の外側から摺動体19に取付けられている。   The penetrating needle 7 is made of stainless steel, has a diameter of 4 mm, and has a maximum protruding amount of 10 cm, for example, 10 cm. The penetrating needle 7 has a sharp pointed portion 7 a that is sharp at the tip. A cylindrical sliding body 19 is provided at the rear end of the penetrating needle 7 so as to be slidable in the measuring device main body 5. It is preferable that a taper 20 for smooth sliding is formed on at least the tip side of the sliding body 19. On the side surface of the sliding body 19, a pointer 21 made of a small screw that indicates the penetration depth is attached. The pointer 21 is attached to the sliding body 19 from the outside of the display window 10 of the measuring instrument main body.

前記後部キャップ4には、前記操作軸9の後端部を突出させるための中心孔22が設けられている。操作軸9の先端部にはバネ8の先端部を係止するためのフランジ部23が設けられており、このフランジ部23の先端部が前記貫入針7の後部の摺動体19にバネ8の力(弾発力、付勢力)で当接している。   The rear cap 4 is provided with a center hole 22 for projecting the rear end portion of the operation shaft 9. A flange portion 23 for locking the distal end portion of the spring 8 is provided at the distal end portion of the operation shaft 9, and the distal end portion of the flange portion 23 is attached to the sliding body 19 at the rear portion of the penetrating needle 7. It is in contact with force (elasticity, urging force).

前記後部キャップ4の上面には、操作軸9の側面に形成した係合部(係合溝)24に係合することにより前記バネ8を圧縮した状態で操作軸9を係止し、且つ係合部24に対する係合を解除することにより前記貫入針7をバネ8の力で土壌内に打ち込むための引き金25が設けられている。この引き金25は、横長の金属板からなり、その一端が前記後部キャップ4の上面の偏芯位置にネジ26で回動可能に取付けられている。この引き金25の他端を図7の(b)に示すように矢印方向に回動すると、操作軸9の係合部24から引き金25の係合が外れるため、操作軸9がバネ8の力で先端側へ押され、これにより貫入針7が土壌2内に打ち込まれるようになっている。前記当て板3の孔部6には前記貫入針7の誤射を阻止するための蓋(ネジ蓋)27が着脱可能に設けられていることが好ましい。   The upper surface of the rear cap 4 is engaged with an engagement portion (engagement groove) 24 formed on a side surface of the operation shaft 9 to lock the operation shaft 9 in a state where the spring 8 is compressed. A trigger 25 for driving the penetrating needle 7 into the soil by the force of the spring 8 by releasing the engagement with the joint portion 24 is provided. The trigger 25 is formed of a horizontally long metal plate, and one end of the trigger 25 is attached to an eccentric position on the upper surface of the rear cap 4 by a screw 26. When the other end of the trigger 25 is rotated in the direction of the arrow as shown in FIG. 7B, the engagement of the trigger 25 is disengaged from the engagement portion 24 of the operation shaft 9, so that the operation shaft 9 is forced by the force of the spring 8. Then, the penetrating needle 7 is driven into the soil 2. It is preferable that a lid (screw lid) 27 for preventing erroneous penetration of the penetrating needle 7 is detachably provided in the hole 6 of the abutting plate 3.

バネ8としては、図4の(a)、(b)に示すようにバネ力の弱いバネ8aと、バネ力の強いバネ8bとの2種類のバネが選択的に用いられるようになっていることが好ましい。   As the spring 8, two types of springs, a spring 8a having a weak spring force and a spring 8b having a strong spring force, are selectively used as shown in FIGS. It is preferable.

また、図6に示すように前記後部キャップ4を取外した前記測定器本体5の後端から前記バネ8を取外し、前記バネ力に相当する重量の重り28を前記貫入針7の後部に落下させた時の土壌2内への貫入針7の貫入深さと、前記バネ8による土壌2内への貫入針7の貫入深さとを比較することにより前記バネ8の精度を確認できるように構成されていることが好ましい。この場合も、重り28としては、図5の(a)、(b)に示すように前記バネ力の弱いバネ8aに対応する重量の軽い重り28aと、前記バネ力の強いバネ8bに対応する重量の重い重り28bとの2種類の重りが選択的に用いられるようになっていることが好ましい。   Further, as shown in FIG. 6, the spring 8 is removed from the rear end of the measuring instrument body 5 from which the rear cap 4 has been removed, and a weight 28 corresponding to the spring force is dropped to the rear part of the penetrating needle 7. The accuracy of the spring 8 can be confirmed by comparing the depth of penetration of the penetrating needle 7 into the soil 2 and the depth of penetration of the penetrating needle 7 into the soil 2 by the spring 8. Preferably it is. Also in this case, as shown in FIGS. 5A and 5B, the weight 28 corresponds to the light weight 28a corresponding to the spring 8a having a weak spring force and the spring 8b having a strong spring force. It is preferable that two types of weights, the heavy weight 28b, are selectively used.

次に、前記土壌硬度測定器1を用いた土壌硬度の測定方法について説明する。一般的に多くの植物は地表より50cm程度の所に生存に欠かせない吸収根を持っている。従って、図7に示すように土壌2を縦15cm、横25cmの間隔で階段状に堀落として各段の上面2a及び側面2bを土壌硬度測定器1により測定する。測定に先立ち、土壌硬度測定器1の操作軸9の後端部を引っ張ってバネ8を圧縮し、操作軸9の係合部24に引き金25の一側部を係合させて係止状態にする。なお、直ちに測定を開始しない場合には、当て板3の孔部6に蓋27を取付けておく。   Next, a method for measuring soil hardness using the soil hardness measuring instrument 1 will be described. In general, many plants have absorption roots that are essential for survival about 50 cm from the surface. Therefore, as shown in FIG. 7, the soil 2 is dug down stepwise at intervals of 15 cm in length and 25 cm in width, and the upper surface 2 a and the side surface 2 b of each step are measured by the soil hardness measuring instrument 1. Prior to measurement, the spring 8 is compressed by pulling the rear end portion of the operating shaft 9 of the soil hardness measuring instrument 1, and one side portion of the trigger 25 is engaged with the engaging portion 24 of the operating shaft 9 to be in the locked state. To do. If the measurement is not started immediately, a lid 27 is attached to the hole 6 of the backing plate 3.

操作軸9を容易に引っ張るために、操作軸9の端部に引き手30が設けられていることが好ましい。引き手30は例えばリング状に形成され、操作軸9の端部には引き手30を取付けるための孔部31が設けられる(図3参照)。なお、引き手の代わりに、操作軸の端部の外周に滑り止めの凹凸が設けられていても良い。   In order to easily pull the operation shaft 9, it is preferable that a handle 30 is provided at the end of the operation shaft 9. The handle 30 is formed in a ring shape, for example, and a hole 31 for attaching the handle 30 is provided at the end of the operation shaft 9 (see FIG. 3). Instead of the puller, non-slip irregularities may be provided on the outer periphery of the end of the operation shaft.

土壌2の上面2aを測定する場合には、当て板3の孔部6から蓋27を取外し、当て板3を土壌2の上面2aに押し当てて測定器本体5を垂直に立てたセット状態にする。この場合、一方の手で測定器本体5を保持し、他方の手で引き金25を操作すればよい。構造の簡素化及び検出精度の向上を図るために、操作軸9と貫入針7とは分離されており、接着されておらず、また貫入針7の引き込み用のバネ等も用いられていない。測定器本体5を垂直に立てる際に、貫入針7が自重で測定器本体5の先端から突出するが、土壌2の上面2aに当て板3を押し当てる際に貫入針7は測定器本体5内に押し込まれる。   When measuring the upper surface 2a of the soil 2, the lid 27 is removed from the hole 6 of the backing plate 3, and the measuring device body 5 is set up vertically by pressing the backing plate 3 against the upper surface 2a of the soil 2. To do. In this case, the measuring instrument main body 5 may be held with one hand and the trigger 25 may be operated with the other hand. In order to simplify the structure and improve the detection accuracy, the operating shaft 9 and the penetrating needle 7 are separated from each other, are not bonded, and a spring for retracting the penetrating needle 7 is not used. When the measuring instrument body 5 is set up vertically, the penetrating needle 7 protrudes from the tip of the measuring instrument body 5 by its own weight, but when the pressing plate 3 is pressed against the upper surface 2a of the soil 2, the penetrating needle 7 It is pushed in.

前記セット状態で引き金25を引くと、引き金25の一側部が係合部24から離脱して操作軸9の拘束状態が解除され、バネ8の力で貫入針7が土壌2内に発射され、土壌2の硬度に応じた長さだけ貫入針7が土壌2内に貫入される。その貫入量を表示部12の目盛り11で測定し、その測定値を記録すればよい。   When the trigger 25 is pulled in the set state, one side portion of the trigger 25 is detached from the engaging portion 24, the restrained state of the operation shaft 9 is released, and the penetrating needle 7 is fired into the soil 2 by the force of the spring 8. The penetration needle 7 is penetrated into the soil 2 by a length corresponding to the hardness of the soil 2. What is necessary is just to measure the penetration amount with the scale 11 of the display part 12, and to record the measured value.

土壌2の側面2bを測定する場合には、当て板3を土壌2の側面2bに押し当てて測定器本体5を水平に保持した状態で引き金25を引いて貫入針7を土壌2内に発射・貫入させ、その貫入量を表示部12の目盛り11で測定すればよい。例えば、縦方向の測定値が3cmで、横方向の測定値が7cmである場合には、図8に示すように直交座標29の第1象限にその測定値Cを記録すればよい。   When measuring the side surface 2b of the soil 2, the trigger plate 25 is pulled and the penetrating needle 7 is fired into the soil 2 with the measuring plate 5 held against the side surface 2b of the soil 2 and held horizontally. -The penetration may be measured on the scale 11 of the display unit 12. For example, when the measured value in the vertical direction is 3 cm and the measured value in the horizontal direction is 7 cm, the measured value C may be recorded in the first quadrant of the orthogonal coordinates 29 as shown in FIG.

前記直交座標29にその測定値を記録し、数多くの測定点を面的に且つ継続的に観測することにより、側面指数を横軸(X軸)に、平面指数を縦軸(Y軸)に表わすグラフを作成することができる。   The measured values are recorded in the orthogonal coordinates 29, and a large number of measurement points are observed in a plane and continuously, so that the side index is on the horizontal axis (X axis) and the plane index is on the vertical axis (Y axis). A representing graph can be created.

そして、土壌の特徴と植物の成長速度などを観察することにより、植物の成長と土壌の物理的な特性との関係を把握することが可能となり、更に継続的な調査の結果を生かした植物の維持育成計画にも寄与することが可能となる。なお、土壌検査には水の浸透試験が付きものであるが、10cm貫入の場合、地層の目視及び異臭の有無の調査を行うだけで水の浸透試験は必ずしも必要とされない。   By observing the characteristics of the soil and the growth rate of the plant, it becomes possible to understand the relationship between the growth of the plant and the physical characteristics of the soil. It is possible to contribute to the maintenance and development plan. In addition, a water penetration test is attached to the soil inspection, but in the case of 10 cm penetration, the water penetration test is not necessarily required only by visual inspection of the formation and the presence or absence of a strange odor.

調査結果には、場所の特徴すなわち景観診断を基本とし、春夏秋冬による変化、地温、水分量を計器や触診により観察して記録し、土壌硬度測定器1による測定値は100例を単位に直交座標29に記録することが好ましい。   The survey results are based on the characteristics of the place, that is, landscape diagnosis, and the changes due to spring, summer, autumn and winter, the ground temperature, and the water content are observed and recorded by measuring instruments and palpation. The measured value by the soil hardness measuring instrument 1 is 100 units. It is preferable to record in the orthogonal coordinates 29.

このように本実施形態の土壌硬度測定器によれば、土壌2の表面に当接される当て板3を先端に有し、後端に後部キャップ4を着脱可能に有する筒状の測定器本体5と、前記当て板3に設けられた孔部6を通って測定器本体5内より土壌2内に貫入されるように設けられた貫入針7と、該貫入針7を前記土壌2内に貫入すべく所定の力を付与するために前記測定器本体5内に収容されたバネ8と、該バネ8を後方に引いて圧縮させると共に前記貫入針7を測定器本体5内に引き込むための操作軸9と、前記後部キャップ4上に設けられ前記操作軸9に形成した係合部24に係合することにより前記バネ8を圧縮した状態で操作軸9を係止し、且つ係合部24に対する係合を解除することにより前記貫入針7をバネ8の力で土壌2内に発射させるための引き金25と、前記測定器本体5に設けられ前記貫入針7の貫入深さを表示する表示部12とを備えているため、構造が簡単でコストの低減及び操作性の向上が図れ、縦方向及び横方向の土壌硬度の調査が容易にできる。従って、土壌硬度測定器1の入手が容易で普及し易いため、土壌硬度のデータを取り易い。特に、貫入針7を測定器本体5内に引き込めた状態で測定場所にセットできるので、狭隘な場所での調査を容易に行うことができる。   Thus, according to the soil hardness measuring instrument of this embodiment, the cylindrical measuring instrument main body which has the contact plate 3 contact | abutted on the surface of the soil 2 at the front-end | tip, and has the rear cap 4 detachably attached to the rear end. 5, a penetrating needle 7 provided so as to penetrate into the soil 2 from the measuring instrument main body 5 through the hole 6 provided in the pad plate 3, and the penetrating needle 7 into the soil 2. In order to apply a predetermined force to penetrate, a spring 8 accommodated in the measuring device main body 5, a spring 8 is pulled backward to compress and the penetrating needle 7 is pulled into the measuring device main body 5. By engaging the operating shaft 9 and an engaging portion 24 provided on the rear cap 4 and formed on the operating shaft 9, the operating shaft 9 is locked while the spring 8 is compressed, and the engaging portion The engagement needle 24 is released so that the penetrating needle 7 is fired into the soil 2 by the force of the spring 8. For providing the trigger 25 and the display unit 12 for displaying the penetration depth of the penetrating needle 7 provided in the measuring instrument main body 5, the structure is simple, the cost can be reduced, and the operability can be improved. The soil hardness in the vertical and horizontal directions can be easily investigated. Therefore, since the soil hardness measuring instrument 1 is easily available and easily spread, it is easy to obtain soil hardness data. In particular, since the penetrating needle 7 can be set at the measurement location with the penetrating needle 7 retracted into the measuring instrument main body 5, it is possible to easily conduct an investigation in a narrow location.

以上、本発明の実施の形態を図面により詳述してきたが、本発明は前記実施の形態に限定されるものではなく、本発明の要旨を逸脱しない範囲での種々の設計変更が可能である。   The embodiments of the present invention have been described in detail with reference to the drawings. However, the present invention is not limited to the above-described embodiments, and various design changes can be made without departing from the gist of the present invention. .

図9は、土壌硬度測定器による他の測定方法を説明する図である。この測定方法は、引き金25を解除した状態、すなわち貫入針7を当て板3から突出させた状態で行われる。片方の手で測定器本体5を土壌2の表面に対して垂直に保持した状態で矢印で示すように当て板3が土壌2の表面に当接されるまで押し進める。   FIG. 9 is a diagram for explaining another measurement method using a soil hardness measuring instrument. This measuring method is performed in a state where the trigger 25 is released, that is, in a state where the penetrating needle 7 protrudes from the contact plate 3. While holding the measuring device main body 5 perpendicular to the surface of the soil 2 with one hand, push the caulking plate 3 until it abuts against the surface of the soil 2 as indicated by the arrow.

これにより貫入針7が土壌2の硬度に応じて土壌2内に貫入されるので、その貫入量を表示部12の目盛り11で測定し、その測定値を記録すればよい。なお、土壌硬度測定器の貫入針及びバネ以外は合成樹脂製であっても良く、これによりコストの低減が図れる。   Thereby, since the penetration needle 7 penetrates into the soil 2 according to the hardness of the soil 2, the penetration amount is measured by the scale 11 of the display unit 12, and the measured value may be recorded. In addition, it may be made of synthetic resin other than the penetrating needle and the spring of the soil hardness measuring device, thereby reducing the cost.

1 土壌硬度測定器
2 土壌
2a 土壌の上面
2b 土壌の側面
3 当て板
4 後部キャップ
5 測定器本体
6 孔部
7 貫入針
7a 尖鋭部
8 バネ
9 操作軸
10 表示窓
11 目盛り
12 表示部
13 前部キャップ
14,15 雄ねじ部
16 突軸
17 ナット
18 雄ねじ部
19 摺動体
20 テーパ
21 指針
22 中心孔
23 フランジ部
24 係合部
25 引き金
26 ネジ
27 蓋
28 重り
29 直交座標
DESCRIPTION OF SYMBOLS 1 Soil hardness measuring device 2 Soil 2a Top surface of soil 2b Side surface of soil 3 Back plate 4 Back cap 5 Measuring device main body 6 Hole 7 Penetration needle 7a Pointed portion 8 Spring 9 Operation shaft 10 Display window 11 Scale 12 Display portion 13 Front portion Caps 14, 15 Male thread part 16 Projection shaft 17 Nut 18 Male thread part 19 Slider 20 Taper 21 Pointer 22 Center hole 23 Flange part 24 Engagement part 25 Trigger 26 Screw 27 Lid 28 Weight 29 Cartesian coordinates

Claims (3)

土壌の表面に当接される当て板を先端に有し、後端に後部キャップを着脱可能に有する筒状の測定器本体と、前記当て板に設けられた孔部を通って測定器本体内より土壌内に貫入されるように設けられた貫入針と、該貫入針を前記土壌内に貫入すべく所定の力を付与するために前記測定器本体内に収容されたバネと、前記測定器本体内にその後部キャップを貫通して挿入され前記貫入針を測定器本体内に引き込むべく前記バネを後方に引いて圧縮させるための操作軸と、前記後部キャップ上に設けられ前記操作軸に形成した係合部に係合することにより前記バネを圧縮した状態で操作軸を係止し、且つ係合部に対する係合を解除することにより前記貫入針をバネ力で土壌内に発射させるための引き金と、前記測定器本体に設けられ前記貫入針の貫入深さを表示する表示部とを備えたことを特徴とする土壌硬度測定器。   A cylindrical measuring instrument main body having a contact plate abutting against the surface of the soil at the front end and a rear cap detachably at the rear end, and inside the measurement instrument main body through a hole provided in the contact plate A penetrating needle provided so as to penetrate more into the soil, a spring accommodated in the measuring instrument main body for applying a predetermined force to penetrate the penetrating needle into the soil, and the measuring instrument An operating shaft that is inserted through the rear cap into the main body and is retracted and compressed to pull the penetrating needle into the measuring instrument body, and formed on the operating shaft provided on the rear cap. The operating shaft is locked in a state where the spring is compressed by engaging with the engaging portion, and the penetrating needle is fired into the soil by spring force by releasing the engagement with the engaging portion. Trigger and the penetrating needle provided on the measuring instrument body Soil hardness measuring instrument is characterized in that a display unit for displaying the depth of penetration. 前記当接板の孔部には前記貫入針の誤射を阻止するための蓋が着脱可能に設けられていることを特徴とする請求項1に記載の土壌硬度測定器。   The soil hardness measuring instrument according to claim 1, wherein a lid for preventing erroneous penetration of the penetrating needle is detachably provided in the hole portion of the contact plate. 前記後部キャップを取外した前記測定器本体の後端から前記バネを取外し、前記バネ力に相当する重量の重りを前記貫入針の後部に落下させた時の土壌内への貫入針の貫入深さと、前記バネ力による土壌内への貫入針の貫入深さとを比較することにより前記バネの精度を確認するように構成されていることを特徴とする請求項1又は2に記載の土壌硬度測定器。   The depth of penetration of the penetrating needle into the soil when the spring is removed from the rear end of the measuring instrument body from which the rear cap has been removed and a weight corresponding to the spring force is dropped to the rear of the penetrating needle. The soil hardness measuring instrument according to claim 1 or 2, characterized in that the accuracy of the spring is confirmed by comparing the penetration depth of the penetrating needle into the soil by the spring force. .
JP2011228727A 2011-10-18 2011-10-18 Soil hardness measuring instrument Pending JP2013088277A (en)

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CN103926148A (en) * 2014-04-25 2014-07-16 太原理工大学 Static pressure masonry mortar penetrometer
CN105891031A (en) * 2016-04-12 2016-08-24 江苏建筑职业技术学院 Probe jogging press-in type hardness detection instrument for aerated concrete body
CN107542076A (en) * 2017-09-04 2018-01-05 福建华东岩土工程有限公司 A kind of dynamic penetrometer
JP2018104906A (en) * 2016-12-22 2018-07-05 積水ハウス株式会社 Method to select soil improvement method and soil improvement method
CN109813615A (en) * 2019-03-08 2019-05-28 河南理工大学 A kind of device and method of the solid coefficient of the quick test coal in scene
JP7351798B2 (en) 2020-06-11 2023-09-27 大成建設株式会社 Needle penetration test device and needle penetration test method

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103926148A (en) * 2014-04-25 2014-07-16 太原理工大学 Static pressure masonry mortar penetrometer
CN105891031A (en) * 2016-04-12 2016-08-24 江苏建筑职业技术学院 Probe jogging press-in type hardness detection instrument for aerated concrete body
CN105891031B (en) * 2016-04-12 2018-08-10 江苏建筑职业技术学院 A kind of forced Aerated concrete blank hardness detecting instrument of probe fine motion
JP2018104906A (en) * 2016-12-22 2018-07-05 積水ハウス株式会社 Method to select soil improvement method and soil improvement method
CN107542076A (en) * 2017-09-04 2018-01-05 福建华东岩土工程有限公司 A kind of dynamic penetrometer
CN107542076B (en) * 2017-09-04 2019-08-16 华东勘测设计院(福建)有限公司 A kind of dynamic penetrometer
CN109813615A (en) * 2019-03-08 2019-05-28 河南理工大学 A kind of device and method of the solid coefficient of the quick test coal in scene
CN109813615B (en) * 2019-03-08 2024-03-22 河南理工大学 Device and method for rapidly testing firmness coefficient of coal on site
JP7351798B2 (en) 2020-06-11 2023-09-27 大成建設株式会社 Needle penetration test device and needle penetration test method

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