JP7316241B2 - SOIL MEASUREMENT DEVICE AND SOIL MEASUREMENT METHOD - Google Patents

SOIL MEASUREMENT DEVICE AND SOIL MEASUREMENT METHOD Download PDF

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JP7316241B2
JP7316241B2 JP2020039914A JP2020039914A JP7316241B2 JP 7316241 B2 JP7316241 B2 JP 7316241B2 JP 2020039914 A JP2020039914 A JP 2020039914A JP 2020039914 A JP2020039914 A JP 2020039914A JP 7316241 B2 JP7316241 B2 JP 7316241B2
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soil
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JP2021139844A (en
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聡碩 松本
一三 小林
恵祐 田中
佳克 米丸
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Kajima Corp
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Description

本発明は、土質測定装置及び土質測定方法に関する。 The present invention relates to a soil measuring device and a soil measuring method.

地面と接触する電極により地面の土の電気抵抗を測定することによって、土の土質を測定する技術が提案されている。例えば、特許文献1には、複数の垂直方向に延在する棒状の電極の下端を転圧機による締固めが行われた盛土に圧接して土の電気抵抗を測定することにより、測定された土の電気抵抗と土の乾燥密度との相関に基づいて当該土の締固め度を取得する技術が開示されている。 Techniques have been proposed for measuring the quality of soil by measuring the electrical resistance of the soil on the ground with electrodes in contact with the ground. For example, in Patent Document 1, soil measured by measuring the electrical resistance of the soil by pressing the lower ends of a plurality of vertically extending rod-shaped electrodes into embankment that has been compacted by a roller compactor. A technique for obtaining the degree of compaction of the soil based on the correlation between the electrical resistance of the soil and the dry density of the soil is disclosed.

特許第3416908号公報Japanese Patent No. 3416908

ところで、盛上の品質管理は、転圧から多少時間が経過した後に行われることが多々あり、その間に表面が乾燥する可能性は十分にある。表面が乾燥した状態の盛土の上で、上記のような技術を用いて測定すると、土の電気抵抗と土の乾燥密度との相関から外れた極めて大きな電気抵抗が出力され、正しく土の乾燥密度を取得できないという問題点がある。 By the way, the quality control of the heaping is often performed after some time has passed since the roller compaction, and there is a good possibility that the surface will dry during that time. When the above technique is used to measure an embankment with a dry surface, an extremely large electrical resistance is output that is out of the correlation between the electrical resistance of the soil and the dry density of the soil. There is a problem that it is not possible to obtain

そこで本発明は、土の乾燥の影響を低減させつつ地面の土の電気抵抗を測定することができる土質測定装置及び土質測定方法を提供することを目的とする。 SUMMARY OF THE INVENTION Accordingly, it is an object of the present invention to provide a soil measuring device and a soil measuring method capable of measuring the electrical resistance of ground soil while reducing the influence of drying of the soil.

本発明は、地面と接触する電極部と、電極部により地面の土の電気抵抗を測定する測定部とを備え、電極部は、先端部が地面の下方に到達する突起部を有する土質測定装置である。 The present invention comprises an electrode section that contacts the ground, and a measuring section that measures the electrical resistance of soil on the ground using the electrode section, and the electrode section has a protruding portion whose tip reaches below the ground. is.

表面が乾燥した状態の土の上で正しい電気抵抗が測定されない原因は、土の表面が乾燥することで電極との間に微細な隙間が生じて電流が流れ難くなっているためである可能性がある。そこで、この構成によれば、地面と接触する電極部と、電極部により地面の土の電気抵抗を測定する測定部とを備えた土質測定装置において、電極部は、先端部が地面の下方に到達する突起部を有する。これにより、地面の下方の含水している土と電極部とを確実に接触させ、土の乾燥の影響を低減させつつ地面の土の電気抵抗を測定することができる。 The reason why the correct electrical resistance is not measured on soil with a dry surface may be that the dry surface of the soil creates a fine gap between the electrode and the current, making it difficult for the current to flow. There is Therefore, according to this configuration, in the soil measuring device provided with the electrode portion that contacts the ground and the measuring portion that measures the electric resistance of the soil on the ground by the electrode portion, the tip portion of the electrode portion is positioned below the ground. It has a protruding part to reach. As a result, it is possible to reliably bring the electrode section into contact with the moist soil below the ground, and to measure the electric resistance of the soil on the ground while reducing the influence of drying of the soil.

この場合、電極部は、先端部が地面の下方に到達する深さがそれぞれ異なる複数の突起部を有することが好適である。 In this case, it is preferable that the electrode section has a plurality of protrusions each having a different depth to which the tip reaches below the ground.

この構成によれば、電極部は先端部が地面の下方に到達する深さがそれぞれ異なる複数の突起部を有するため、単純な構成により、地面の下方の含水している土の深さが異なる状況に対する対応範囲が拡がる。 According to this configuration, since the electrode section has a plurality of protrusions each having a different depth to which the tip reaches below the ground, the depth of the water-containing soil below the ground can be varied by a simple configuration. Expands the range of responses to situations.

また、電極部は、先端部が地面の下方に到達する深さを変更自在である突起部を有することが好適である。 In addition, it is preferable that the electrode section has a protrusion that can change the depth at which the tip reaches below the ground.

この構成によれば、電極部は先端部が地面の下方に到達する深さを変更自在である突起部を有するため、地面の下方の含水している土の深さが異なる状況に対する対応範囲がさらに拡がる。 According to this configuration, since the electrode part has a protrusion whose tip reaches below the ground at a variable depth, it is possible to cope with situations where the depth of the water-containing soil below the ground varies. spread further.

また、電極部は、地面と接触しつつ地面を移動し、地面に沿った方向において、突起部は、電極部が地面を移動する方向の幅が、電極部が地面を移動する方向に垂直な方向の幅以上であることが好適である。 Further, the electrode portion moves on the ground while being in contact with the ground, and in the direction along the ground, the width of the projection portion in the direction in which the electrode portion moves on the ground is perpendicular to the direction in which the electrode portion moves on the ground. It is preferably equal to or greater than the width of the direction.

この構成によれば、電極部は地面と接触しつつ地面を移動し、地面に沿った方向において、電極部が地面を移動する方向の幅が電極部が地面を移動する方向に垂直な方向の幅以上であるため、電極部は地面と接触しつつ地面を移動する場合に、突起部の先端部が地面の下方により到達し易い。 According to this configuration, the electrode portion moves on the ground while being in contact with the ground, and in the direction along the ground, the width in the direction in which the electrode portion moves on the ground is the width in the direction perpendicular to the direction in which the electrode portion moves on the ground. Since the width is greater than or equal to the width, when the electrode moves on the ground while being in contact with the ground, the tip of the protrusion can easily reach below the ground.

また、電極部は、突起部の基部に地面の凹凸に追従する柔軟面部を有することが好適である。 Moreover, it is preferable that the electrode part has a flexible surface part at the base of the projection part that follows the unevenness of the ground.

この構成によれば、電極部は突起部の基部に地面の凹凸に追従する柔軟面部を有するため、土の表面が乾燥することで電極部と地面との間に生じている可能性がある微細な隙間を埋め、電極部と地面とを確実に接触させることにより、土の乾燥の影響を低減させることができる。 According to this configuration, since the electrode part has a flexible surface part at the base of the projection part that follows the unevenness of the ground, fine particles that may be generated between the electrode part and the ground due to the drying of the surface of the soil are eliminated. The effect of drying the soil can be reduced by filling the gaps and ensuring contact between the electrodes and the ground.

一方、本発明は、地面と接触する電極部により地面の土の電気抵抗を測定する土質測定方法であって、電極部の突起部の先端部を地面の下方に到達させつつ、地面の土の電気抵抗を測定する土質測定方法である。 On the other hand, the present invention is a soil measurement method for measuring the electrical resistance of soil on the ground by means of an electrode portion that is in contact with the ground. This is a soil measurement method for measuring electrical resistance.

この場合、先端部が地面の下方に到達する深さがそれぞれ異なる複数の突起部を有する電極部の突起部の先端部を地面の下方に到達させつつ、地面の土の電気抵抗を測定することが好適である。 In this case, the electric resistance of the soil on the ground is measured while the tips of the protrusions of the electrode part, which has a plurality of protrusions each having a different depth to reach below the ground, reach below the ground. is preferred.

また、先端部が地面の下方に到達する深さを変更自在である突起部の先端部を地面の下方に到達させつつ、地面の土の電気抵抗を測定することが好適である。 Further, it is preferable to measure the electric resistance of the soil on the ground while the tip of the protrusion, whose depth to which the tip reaches below the ground can be changed, reaches below the ground.

また、電極部を地面と接触させつつ地面を移動させ、地面に沿った方向において電極部が地面を移動する方向の幅が電極部が地面を移動する方向に垂直な方向の幅以上である突起部を有する電極部の突起部の先端部を地面の下方に到達させつつ、地面の土の電気抵抗を測定することが好適である。 Also, the electrode part is moved on the ground while being in contact with the ground, and the width of the electrode part in the direction along the ground in the direction of movement on the ground is greater than or equal to the width in the direction perpendicular to the direction in which the electrode part moves on the ground. It is preferable to measure the electrical resistance of the soil on the ground while the tip of the protrusion of the electrode section having the ridge reaches below the ground.

本発明の土質測定装置及び土質測定方法によれば、土の乾燥の影響を低減させつつ地面の土の電気抵抗を測定することができる。 According to the soil measuring device and the soil measuring method of the present invention, it is possible to measure the electrical resistance of soil on the ground while reducing the influence of drying of the soil.

(A)は第1実施形態の土質測定装置の構成を示す平面図であり、(B)は第1実施形態の土質測定装置の構成を示す側面図である。(A) is a plan view showing the configuration of the soil measuring device of the first embodiment, and (B) is a side view showing the configuration of the soil measuring device of the first embodiment. 第1実施形態の土質測定装置の電極部を示す斜視図である。It is a perspective view which shows the electrode part of the soil-measurement apparatus of 1st Embodiment. 第2実施形態の土質測定装置の電極部を示す斜視図である。It is a perspective view which shows the electrode part of the soil-measurement apparatus of 2nd Embodiment. 第3実施形態の土質測定装置の電極部を示す斜視図である。It is a perspective view which shows the electrode part of the soil-measurement apparatus of 3rd Embodiment. (A)は第4実施形態の土質測定装置の構成を示す平面図であり、(B)は第4実施形態の土質測定装置の構成を示す側面図である。(A) is a plan view showing the configuration of a soil measuring device according to a fourth embodiment, and (B) is a side view showing the configuration of the soil measuring device according to a fourth embodiment. 第4実施形態の土質測定装置の電極部を示す斜視図である。It is a perspective view which shows the electrode part of the soil-measurement apparatus of 4th Embodiment. 第5実施形態の土質測定装置の電極部を示す斜視図である。It is a perspective view which shows the electrode part of the soil-measurement apparatus of 5th Embodiment. 第6実施形態の土質測定装置の電極部を示す斜視図である。It is a perspective view which shows the electrode part of the soil-measurement apparatus of 6th Embodiment.

以下、図面を参照しつつ本発明に係る土質測定装置及び土質測定方法の実施形態について詳細に説明する。本発明の第1実施形態の土質測定装置及び土質測定方法は、例えば、ロードローラ等の締固め機械により締固められた後の地面の土の電気抵抗を測定し、電気抵抗と相関がある土の乾燥密度等を導出することによって、締固め機械による締固めの効果を確認するためのものである。図1(A)に示されるように、本発明の第1実施形態の土質測定装置1Aは、左側の左フレーム部2と、右側の右フレーム部3と、左フレーム部2と右フレーム部3とを連結する中央フレーム部4Aとを備える。 EMBODIMENT OF THE INVENTION Hereafter, embodiment of the soil-measurement apparatus based on this invention and a soil-measurement method is described in detail, referring drawings. A soil measuring device and a soil measuring method according to a first embodiment of the present invention measure the electrical resistance of ground soil after it has been compacted by a compaction machine such as a road roller, for example, and measure the electrical resistance of the soil that correlates with the electrical resistance. This is to confirm the effect of compaction by a compaction machine by deriving the dry density, etc. As shown in FIG. 1A, a soil measurement apparatus 1A according to the first embodiment of the present invention includes a left frame portion 2, a right frame portion 3, a left frame portion 2, and a right frame portion 3. and a central frame portion 4A that connects the

左フレーム部2及び右側の右フレーム部3の全長は、例えば、500~1000mm程度である。左フレーム部2及び右側の右フレーム部3の全幅は、例えば、100~400mm程度である。中央フレーム部4Aの全長は、例えば、200~500mm程度である。中央フレーム部4Aの全幅は、例えば、100~400mm程度である。後述するように、本実施形態の土質測定装置1Aは、地面を自走可能である。つまり、本実施形態の土質測定装置1Aは、例えば、模型自動車のような形態を有する。 The total lengths of the left frame portion 2 and the right frame portion 3 are, for example, about 500 to 1000 mm. The overall width of the left frame portion 2 and the right frame portion 3 is, for example, approximately 100 to 400 mm. The total length of the central frame portion 4A is, for example, approximately 200 to 500 mm. The overall width of the central frame portion 4A is, for example, approximately 100 to 400 mm. As will be described later, the soil measuring device 1A of this embodiment can be self-propelled on the ground. That is, the soil measuring device 1A of this embodiment has a form like a model car, for example.

土質測定装置1Aは、左フレーム部2及び右側の右フレーム部3のそれぞれの左右の両端に地面と接触する合計4つの電極部5Aと、中央フレーム部4Aに電極部5Aにより地面の土の電気抵抗を測定する測定部11とを備える。図1(B)に示されるように、電極部5Aは、前輪6と、後輪7と、前輪6と後輪7とをその内周面8iにより囲繞しつつ一帯をなし、前輪6と後輪7との間でその外周面8oにより地面Sと接触する履帯状電極8とを有する。履帯状電極8が前輪6及び後輪7の周囲で回転することにより、電極部5Aは、前輪6と後輪7との間で履帯状電極8の外周面8oにより地面Sと接触しつつ地面Sを方向Xへと移動する。 The soil measuring device 1A has a total of four electrode portions 5A in contact with the ground at both the left and right ends of the left frame portion 2 and the right frame portion 3, respectively, and the electrode portions 5A in the central frame portion 4A. and a measuring unit 11 for measuring resistance. As shown in FIG. 1(B), the electrode portion 5A forms a zone surrounding the front wheel 6, the rear wheel 7, and the front wheel 6 and the rear wheel 7 with their inner peripheral surfaces 8i. It has a track-like electrode 8 which is in contact with the ground S with its outer peripheral surface 8o between the ring 7. As shown in FIG. As the crawler belt electrode 8 rotates around the front wheel 6 and the rear wheel 7, the electrode part 5A is in contact with the ground S by the outer peripheral surface 8o of the crawler belt electrode 8 between the front wheel 6 and the rear wheel 7. Move S in direction X.

履帯状電極8は、金属の電極が埋め込まれたゴム等の合成樹脂製の切れ目のない帯状体や、その全体が電極である金属製の切れ目のない帯状体である。電極部5Aは、履帯状電極8の外周面8oが地面Sと接触する範囲における履帯状電極8の内周面8iを支持する補助輪9をさらに有する。前輪6、後輪7及び補助輪9は懸架装置により懸架され、履帯状電極8の外周面8oが地面Sと接触する範囲において地面Sの不陸や剛性に関わらず地面Sと常に密着するようにされている。 The crawler-belt-shaped electrode 8 is a continuous band made of synthetic resin such as rubber in which a metal electrode is embedded, or a continuous metal band whose entirety is an electrode. Electrode portion 5A further includes auxiliary wheel 9 that supports inner peripheral surface 8i of crawler belt-shaped electrode 8 in a range where outer peripheral surface 8o of crawler belt-shaped electrode 8 contacts ground S. As shown in FIG. The front wheels 6, the rear wheels 7 and the auxiliary wheels 9 are suspended by a suspension device so that the outer peripheral surface 8o of the crawler belt electrode 8 is always in close contact with the ground S in the range in which it contacts the ground S regardless of unevenness or rigidity of the ground S. has been

電極部5Aは、履帯状電極8を前輪6及び後輪7の周囲で回転させることにより、履帯状電極8に地面Sを移動させる駆動部10を有する。駆動部10は、例えば、前輪6及び後輪7のいずれかを電動機又は内燃機関等により回転駆動させることにより、履帯状電極8を前輪6及び後輪7の周囲で回転させる。これにより、本実施形態の土質測定装置1Aは、地面Sを方向Xに自走可能である。また、左フレーム部2及び右フレーム部3から方向Xに垂直な方向Yへの履帯状電極8のそれぞれの突出長を変更することにより、電極部5Aの履帯状電極8のそれぞれの電極部5Aが地面Sを移動する方向Xに垂直な方向Yの間隔は任意に変更自在である。 The electrode section 5A has a driving section 10 that causes the crawler belt-shaped electrode 8 to move the ground S by rotating the crawler belt-shaped electrode 8 around the front wheels 6 and the rear wheels 7 . The drive unit 10 rotates the crawler belt electrode 8 around the front wheels 6 and the rear wheels 7 by rotating either the front wheels 6 or the rear wheels 7 using an electric motor, an internal combustion engine, or the like. As a result, the soil measuring device 1A of the present embodiment can run on the ground S in the direction X by itself. Further, by changing the projection length of each of the crawler belt-shaped electrodes 8 in the direction Y perpendicular to the direction X from the left frame portion 2 and the right frame portion 3, each of the crawler belt-shaped electrodes 8 of the electrode portion 5A can be changed. The interval in the direction Y perpendicular to the direction X in which the moves on the ground S can be changed arbitrarily.

各作業現場の土により、測定誤差を小さくできる履帯状電極8と地面Sとの接触面積や接触時間は異なると考えられる。そこで、駆動部10は、履帯状電極8を移動させる速度の調節が可能であり、各作業現場に適切な速度に設定可能である。可能な限り、履帯状電極8の速度は速い方が測定に必要な時間が短くなるため、好ましい。なお、土質測定装置1Aをロードローラ等の自走式の締固め機械や、電動立ち乗り二輪車や、人力等の何らかの手法で牽引することにより、履帯状電極8を移動させてもよい。また、土質測定装置1Aをロードローラ等の自走式の締固め機械と一体化することにより、履帯状電極8を移動させてもよい。 It is conceivable that the contact area and contact time between the crawler-shaped electrode 8 and the ground S, which can reduce the measurement error, differ depending on the soil of each work site. Therefore, the drive unit 10 can adjust the speed of moving the crawler-belt-shaped electrode 8, and can set the speed appropriately for each work site. It is preferable that the speed of the crawler-belt-shaped electrode 8 is as fast as possible, because it shortens the time required for measurement. It should be noted that the crawler belt electrode 8 may be moved by pulling the soil measuring apparatus 1A with a self-propelled compaction machine such as a road roller, an electric standing two-wheeled vehicle, or human power. Alternatively, the crawler belt electrode 8 may be moved by integrating the soil measuring apparatus 1A with a self-propelled compaction machine such as a road roller.

以上のような合計4つの電極部5Aは、地面Sに沿った方向において、土質測定装置1Aの電極部5Aが地面を移動する方向Xに垂直な方向Yに並列に配置され、例えば、ウェンナー法により土の電気抵抗が測定される。図1(A)に示されるように、中央フレーム部4Aに配置された測定部11は、4つの電極部5Aにより地面Sの土の電気抵抗を測定する。なお、測定部11が地面Sの土の電気抵抗を測定するとは、必ずしも、土の電気抵抗の数値を算出することのみを意味せず、例えば、電極部5Aにより検出された電流値及び電圧値等に関する情報を出力することも含まれる。 A total of four electrode units 5A as described above are arranged in parallel in a direction Y perpendicular to the direction X in which the electrode units 5A of the soil measuring device 1A move on the ground in a direction along the ground S. For example, the Wenner method measures the electrical resistance of the soil. As shown in FIG. 1A, the measuring section 11 arranged on the central frame section 4A measures the electric resistance of the soil of the ground S using four electrode sections 5A. It should be noted that the fact that the measurement unit 11 measures the electrical resistance of the soil on the ground S does not necessarily mean only calculating the numerical value of the electrical resistance of the soil. It also includes outputting information about, etc.

以下、本実施形態の電極部5Aの詳細について説明する。図2に示されるように、電極部5Aは、履帯状電極8の外周面8oにおいて、先端部22が地面Sの下方に到達する複数の突起部21Aを有する。先端部22が地面Sの下方に到達するとは、例えば、電極部5Aが接している範囲の地面Sにおける最も高度が高い地点の高度よりも低い高度の土に突起部21Aの先端部22が接触することを意味する。突起部21Aは、先端部22が尖った板状、円錐状又は角錐状の形状を有する。本実施形態では、複数の突起部21Aのそれぞれは、同一の形状を有する。 Details of the electrode portion 5A of the present embodiment will be described below. As shown in FIG. 2, the electrode portion 5A has a plurality of protrusions 21A with the tip portions 22 reaching below the ground S on the outer peripheral surface 8o of the crawler belt-shaped electrode 8. As shown in FIG. For example, when the tip 22 reaches below the ground S, the tip 22 of the protrusion 21A contacts soil at a lower altitude than the highest point on the ground S in the range where the electrode part 5A is in contact. means to The projecting portion 21A has a plate-like shape, a conical shape, or a pyramidal shape with a pointed tip portion 22 . In this embodiment, each of the plurality of protrusions 21A has the same shape.

電極部5Aの地面Sに沿った方向、つまり、履帯状電極8の外周面8oにおいて、電極部5Aが地面Sを移動する方向Xに複数の突起部21Aが配列され、電極部5Aが地面Sを移動する方向Xに垂直な方向Yに複数の突起部21Aが配列されている。本実施形態では、電極部5Aが地面Sを移動する方向Xに垂直な方向Yに3個の突起部21Aが配列されている。地面Sに沿った方向において、突起部21Aは、電極部5Aが地面Sを移動する方向Xの幅Wが、電極部5Aが地面Sを移動する方向Xに垂直な方向Yの幅w以上である。突起部21Aの基部23、つまり、履帯状電極8の外周面8oからの突出長は、例えば、5mm~200mmである。 In the direction along the ground surface S of the electrode portion 5A, that is, on the outer peripheral surface 8o of the crawler belt-shaped electrode 8, a plurality of projection portions 21A are arranged in the direction X in which the electrode portion 5A moves on the ground surface S, and the electrode portion 5A moves toward the ground surface S. A plurality of protrusions 21A are arranged in a direction Y perpendicular to the direction X in which the . In this embodiment, three protrusions 21A are arranged in a direction Y perpendicular to the direction X in which the electrode portion 5A moves on the ground S. As shown in FIG. In the direction along the ground S, the protrusion 21A has a width W in a direction X in which the electrode portion 5A moves on the ground S, and a width w in a direction Y perpendicular to the direction X in which the electrode portion 5A moves on the ground S is greater than or equal to w. be. The protruding length from the base portion 23 of the protruding portion 21A, that is, the outer peripheral surface 8o of the crawler belt-shaped electrode 8 is, for example, 5 mm to 200 mm.

電極部5Aは、突起部21Aの基部23に地面Sの凹凸に追従する柔軟面部24を有する。柔軟面部24は、履帯状電極8の外周面8oの全面を層状に被覆している。柔軟面部24は、例えば、導電性スポンジ及び導電性ゲルのいずれかにより構成されている。 5 A of electrode parts have the flexible surface part 24 which follows the unevenness|corrugation of the ground S in the base 23 of 21 A of projection parts. The flexible surface portion 24 covers the entire outer peripheral surface 8o of the crawler belt-shaped electrode 8 in a layered manner. The soft surface portion 24 is made of, for example, either conductive sponge or conductive gel.

土質測定装置1は、中央フレーム部4Aに、履帯状電極8の位置を取得する測位部12を備える。測定部11は、測位部12により取得された履帯状電極8の位置と関連付けた地面Sの土の電気抵抗を測定する。中央フレーム部4A等の土質測定装置1の位置が履帯状電極8の位置とみなされてもよい。測位部12は、例えば、GNSS(GlobalNavigation Satellite System)測量により履帯状電極8の位置を測位する。GNSS測量では、3個以上の衛星から信号を受信することにより、履帯状電極8の位置(例えば履帯状電極8の緯度及び経度)を測位する。GNSS測量に替えて、光学測量機能による自動追尾TS(Total Station)により履帯状電極8の位置が測位されてもよい。 The soil measurement device 1 includes a positioning section 12 for acquiring the position of the crawler belt-shaped electrode 8 on the central frame section 4A. The measurement unit 11 measures the electrical resistance of the soil of the ground S associated with the position of the crawler belt-shaped electrode 8 acquired by the positioning unit 12 . The position of the soil measuring device 1, such as the central frame portion 4A, may be regarded as the position of the crawler belt electrode 8. FIG. The positioning unit 12 measures the position of the crawler belt-like electrode 8 by, for example, GNSS (Global Navigation Satellite System) surveying. In GNSS surveying, the position of the crawler-shaped electrode 8 (for example, the latitude and longitude of the crawler-shaped electrode 8) is measured by receiving signals from three or more satellites. Instead of GNSS surveying, the position of the crawler belt-like electrode 8 may be measured by an automatic tracking TS (Total Station) using an optical surveying function.

土質測定装置1Aは、中央フレーム部4Aに、駆動部10及び測定部11への指令信号を受信する受信部である通信部13を備える。これにより、駆動部10及び測定部11の動作は通信部13により受信された指令信号による遠隔操作によって制御される。通信部13は、測定部11により測定された地面Sの土の電気抵抗に関する情報を送信する。なお、土質測定装置1Aに搭載された記録装置に測定部11による測定結果が記録されてもよい。 The soil measurement device 1A includes a communication section 13, which is a receiving section for receiving command signals to the driving section 10 and the measuring section 11, in the central frame section 4A. As a result, the operations of the drive unit 10 and the measurement unit 11 are controlled by remote control using command signals received by the communication unit 13 . The communication unit 13 transmits information about the electrical resistance of the soil of the ground S measured by the measurement unit 11 . In addition, the measurement result by the measurement part 11 may be recorded on the recording device mounted in 1 A of soil-measurement apparatuses.

また、土質測定装置1Aは、中央フレーム部4Aに、駆動部10及び測定部11の動作を制御する制御部14を備える。また、制御部14により、例えば、ロードローラ等の自走式の締固め機械の後方を土質測定装置1Aが追随して移動するように制御されてもよい。また、制御部14により作業現場の任意の経路を土質測定装置1Aが移動するように制御されてもよい。 The soil measurement apparatus 1A also includes a control section 14 that controls the operations of the drive section 10 and the measurement section 11 in the central frame section 4A. Further, the controller 14 may control the soil measuring device 1A to move behind a self-propelled compaction machine such as a road roller, for example. Further, the control unit 14 may control the soil measuring device 1A to move along an arbitrary route on the work site.

本実施形態の土質測定装置1Aを用いた土質測定方法では、例えば、土質測定装置1Aが地面Sの上で移動させられつつ、作業現場の任意の場所の土の電気抵抗が測定される。地面Sと接触する電極部5Aにより地面Sの土の電気抵抗を測定する本実施形態の土質測定方法では、電極部5Aの突起部21Aの先端部22が地面Sの下方に到達させられつつ、地面Sの土の電気抵抗が測定される。電極部5Aが地面Sと接触させられつつ地面Sを移動させられ、地面Sに沿った方向において先端部22が地面Sの下方に到達した状態で電極部5Aが地面Sを移動する方向Xの幅Wが電極部5Aが地面Sを移動する方向Xに垂直な方向Yの幅w以上である突起部21Aを有する電極部5Aの突起部21Aの先端部22が地面Sの下方に到達させられつつ、地面Sの土の電気抵抗が測定される。 In the soil measurement method using the soil measurement device 1A of the present embodiment, for example, the soil measurement device 1A is moved on the ground S, and the electrical resistance of soil at an arbitrary location on the work site is measured. In the soil measurement method of the present embodiment, in which the electrical resistance of the soil of the ground S is measured by the electrode portion 5A in contact with the ground S, the tip portion 22 of the projection portion 21A of the electrode portion 5A is caused to reach below the ground S, The electrical resistance of the soil of the ground S is measured. The electrode part 5A is moved on the ground S while being in contact with the ground S, and in the direction along the ground S, the electrode part 5A moves in the direction X in which the tip part 22 reaches below the ground S. The tip 22 of the protrusion 21A of the electrode 5A having the protrusion 21A whose width W is greater than or equal to the width w in the direction Y perpendicular to the direction X in which the electrode 5A moves on the ground S is caused to reach below the ground S. Meanwhile, the electrical resistance of the soil of the ground S is measured.

土の電気抵抗と土の乾燥密度とは相関関係があることが知られているため、土の電気抵抗に基づいて土の乾燥密度を導出することができる。導出された土の乾燥密度により、締固め機械による締固めの効果を確認することができる。測定部11は、測定された土の電気抵抗に基づいて土の乾燥密度を導出し、通信部13は導出された土の乾燥密度を送信してもよい。また、測定部11は、電極部5により検出された電流値及び電圧値等に関する情報や土の電気抵抗に関する情報を出力し、通信部13は当該情報を送信し、土の乾燥密度の導出は土質測定装置1Aの外部の携帯通信端末で行われてもよい。 Since it is known that there is a correlation between the electrical resistance of soil and the dry density of soil, the dry density of soil can be derived based on the electrical resistance of soil. It is possible to confirm the effect of compaction by the compaction machine by the derived dry density of the soil. The measurement unit 11 may derive the dry density of the soil based on the measured electrical resistance of the soil, and the communication unit 13 may transmit the derived dry density of the soil. In addition, the measurement unit 11 outputs information on the current value and voltage value detected by the electrode unit 5 and information on the electrical resistance of the soil, the communication unit 13 transmits the information, and the dry density of the soil is derived. It may be performed by a mobile communication terminal outside the soil measuring device 1A.

表面が乾燥した状態の土の上で正しい電気抵抗が測定されない原因は、土の表面が乾燥することで電極との間に微細な隙間が生じて電流が流れ難くなっているためである可能性がある。そこで、本実施形態によれば、地面Sと接触する電極部5Aと、電極部5Aにより地面Sの土の電気抵抗を測定する測定部11とを備えた土質測定装置1Aにおいて、電極部5Aは、先端部22が地面Sの下方に到達する突起部21Aを有する。これにより、地面Sの下方の含水している土と電極部5Aとを確実に接触させ、土の乾燥の影響を低減させつつ地面の土の電気抵抗を測定することができる。 The reason why the correct electrical resistance is not measured on soil with a dry surface may be that the dry surface of the soil creates a fine gap between the electrode and the current, making it difficult for the current to flow. There is Therefore, according to the present embodiment, in the soil measuring device 1A including the electrode portion 5A that contacts the ground S and the measuring portion 11 that measures the electrical resistance of the soil of the ground S with the electrode portion 5A, the electrode portion 5A is , the tip 22 has a protrusion 21A reaching below the ground S. As a result, it is possible to reliably bring the electrode portion 5A into contact with the water-containing soil below the ground S, and to measure the electric resistance of the soil on the ground while reducing the influence of drying of the soil.

また、本実施形態によれば、電極部5Aは地面Sと接触しつつ地面Sを移動し、地面Sに沿った方向において突起部21Aは電極部5Aが地面Sを移動する方向Xの幅Wが電極部5Aが地面Sを移動する方向Xに垂直な方向Yの幅w以上であるため、電極部5Aは地面Sと接触しつつ地面Sを移動する場合に、突起部21Aの先端部22が地面Sの下方により到達し易い。 Further, according to the present embodiment, the electrode portion 5A moves on the ground S while being in contact with the ground S, and in the direction along the ground S, the protrusion 21A has a width W in the direction X in which the electrode portion 5A moves on the ground S. is greater than or equal to the width w in the direction Y perpendicular to the direction X in which the electrode portion 5A moves on the ground S. is easier to reach below the ground S.

また、本実施形態によれば、電極部5Aは突起部21Aの基部23に地面Sの凹凸に追従する柔軟面部24を有するため、土の表面が乾燥することで電極部5Aと地面Sとの間に生じている可能性がある微細な隙間を埋め、電極部5Aと地面Sとを確実に接触させることにより、土の乾燥の影響を低減させることができる。 Further, according to the present embodiment, since the electrode portion 5A has the flexible surface portion 24 at the base portion 23 of the protruding portion 21A that follows the unevenness of the ground S, the electrode portion 5A and the ground S are separated by drying the surface of the soil. By filling minute gaps that may have occurred between them and ensuring contact between the electrode portion 5A and the ground S, the influence of drying of the soil can be reduced.

以下、本発明の第2実施形態について説明する。図3に示されるように、本実施形態の土質測定装置1Bでは、電極部5Bは、先端部22が地面Sの下方に到達する深さがそれぞれ異なる複数の突起部21Bを有する。本実施形態では、電極部5Aが地面Sを移動する方向Xに垂直な方向Yに3個の突起部21Bが配列され、3個の突起部21Bのそれぞれの履帯状電極8の外周面8oからの突出長が異なっている。本実施形態の土質測定装置1Bを用いた土質測定方法では、先端部22が地面Sの下方に到達する深さがそれぞれ異なる複数の突起部21Bを有する電極部5Bの突起部21Bの先端部22が地面Sの下方に到達させられつつ、地面Sの土の電気抵抗が測定される。 A second embodiment of the present invention will be described below. As shown in FIG. 3 , in the soil measurement device 1B of the present embodiment, the electrode section 5B has a plurality of protrusions 21B with different depths for the tip section 22 to reach below the ground surface S. As shown in FIG. In this embodiment, three projections 21B are arranged in a direction Y perpendicular to the direction X in which the electrode part 5A moves on the ground S, and from the outer peripheral surface 8o of the crawler belt-shaped electrode 8 of each of the three projections 21B, have different protruding lengths. In the soil measuring method using the soil measuring apparatus 1B of the present embodiment, the tip 22 of the projection 21B of the electrode part 5B having a plurality of projections 21B with different depths to reach below the ground S is made to reach below the ground S, the electrical resistance of the soil of the ground S is measured.

本実施形態によれば、電極部5Bは先端部22が地面Sの下方に到達する深さがそれぞれ異なる複数の突起部21Bを有するため、単純な構成により、地面Sの下方の含水している土の深さが異なる状況に対する対応範囲が拡がる。 According to the present embodiment, since the electrode portion 5B has a plurality of protrusions 21B with different depths at which the tip portions 22 reach below the ground S, the water below the ground S is contained by a simple configuration. Greater coverage for situations with different soil depths.

以下、本発明の第3実施形態について説明する。図4に示されるように、本実施形態の土質測定装置1Cでは、電極部5Cは、先端部22が地面の下方に到達する深さを変更自在である突起部21Cを有する。例えば、突起部21Cは、電動機又は油圧による動力により、複数の突起部21Cのそれぞれの履帯状電極8の外周面8oからの突出長を変更自在である。本実施形態の土質測定装置1Cを用いた土質測定方法では、先端部22が地面Sの下方に到達する深さを変更自在である突起部21Cの先端部22が地面Sの下方に到達させられつつ、地面Sの土の電気抵抗が測定される。 A third embodiment of the present invention will be described below. As shown in FIG. 4, in the soil measuring device 1C of the present embodiment, the electrode section 5C has a protruding section 21C that can change the depth at which the tip section 22 reaches below the ground. For example, the projections 21C can change the projection lengths of the plurality of projections 21C from the outer peripheral surface 8o of the crawler-belt-shaped electrode 8 by power from an electric motor or hydraulic pressure. In the soil measuring method using the soil measuring device 1C of the present embodiment, the tip 22 of the protrusion 21C, which can change the depth at which the tip 22 reaches below the ground S, reaches below the ground S. Meanwhile, the electrical resistance of the soil of the ground S is measured.

本実施形態によれば、電極部5Cは突起部21Cの先端部22が地面Sの下方に到達する深さを変更自在である突起部21Cを有するため、地面Sの下方の含水している土の深さが異なる状況に対する対応範囲がさらに拡がる。 According to the present embodiment, since the electrode portion 5C has the protrusion 21C whose depth at which the tip portion 22 of the protrusion 21C reaches below the ground S can be changed, the water-containing soil below the ground S can be The range of support for situations with different depths is further expanded.

以下、本発明の第4実施形態について説明する。図5(A)及び図5(B)に示されるように、本実施形態の土質測定装置1Dは、中央フレーム部4Bに、土質測定装置1Dが地面Sを移動するための駆動輪16を駆動する駆動部15を有する。電極部5Dは、補助輪17を有し、中央フレーム部4Bに牽引される牽引体18を有する。電極部5Dは、牽引体18の後部に4つの車輪状電極19を有する。車輪状電極19の外周面19oは、地面Sと接触する。 A fourth embodiment of the present invention will be described below. As shown in FIGS. 5(A) and 5(B), the soil measuring device 1D of this embodiment has driving wheels 16 for moving the soil measuring device 1D on the ground S on the central frame portion 4B. It has a drive unit 15 that The electrode section 5D has auxiliary wheels 17 and a traction body 18 that is pulled by the central frame section 4B. The electrode section 5D has four wheel-shaped electrodes 19 on the rear portion of the traction body 18. As shown in FIG. An outer peripheral surface 19 o of the wheel-shaped electrode 19 contacts the ground S.

車輪状電極19の直径は、例えば、100mm~200mmである。車輪状電極19の電極部5Dが地面Sを移動する方向Xに垂直な方向Yの幅は、例えば、10mm~30mmである。車輪状電極19の電極部5Dが地面Sを移動する方向Xの接地長は、例えば、20mm~30mmである。電極部5Dの車輪状電極19のそれぞれの電極部5Dが地面Sを移動する方向Xに垂直な方向Yの間隔は任意に変更自在であり、例えば、200mm、300mm、750mmに変更自在である。 The wheel-shaped electrode 19 has a diameter of, for example, 100 mm to 200 mm. The width of the electrode portion 5D of the wheel-shaped electrode 19 in the direction Y perpendicular to the direction X in which it moves on the ground S is, for example, 10 mm to 30 mm. The contact length in the direction X in which the electrode portion 5D of the wheel-shaped electrode 19 moves on the ground S is, for example, 20 mm to 30 mm. Intervals in the direction Y perpendicular to the direction X in which the electrode portions 5D of the wheel-shaped electrodes 19 of the electrode portions 5D move on the ground S can be arbitrarily changed, for example, 200 mm, 300 mm, and 750 mm.

図6に示されるように、本実施形態の土質測定装置1Dの電極部5Dは、車輪状電極19の外周面19oに、上記第1実施形態と同様の突起部21Aを有する。突起部21Aは、例えば、スプロケットの歯のように図6よりも互いに狭い間隔で隣接しつつ外周面19oから突出していてもよい。その他は、上記第1実施形態と同様である。本実施形態のように、車輪状電極19を備えた土質測定装置1Dにおいても、上記第1実施形態と同様の効果を奏する。 As shown in FIG. 6, the electrode section 5D of the soil measuring device 1D of the present embodiment has a protrusion 21A on the outer peripheral surface 19o of the wheel-shaped electrode 19, similar to that of the first embodiment. For example, the protrusions 21A may protrude from the outer peripheral surface 19o while being adjacent to each other at a narrower interval than in FIG. 6, like teeth of a sprocket. Others are the same as those of the first embodiment. As in the present embodiment, the soil measuring device 1D provided with the wheel-shaped electrodes 19 also has the same effect as the first embodiment.

また、図7に示されるように、本発明の第5実施形態の土質測定装置1Eの電極部5Eは、上記第4実施形態と同様の車輪状電極19の外周面19oに、上記第2実施形態と同様の突起部21Bを有する。その他は、上記第4実施形態と同様である。本実施形態のように、車輪状電極19を備えた土質測定装置1Eにおいても、上記第2実施形態と同様の効果を奏する。 Further, as shown in FIG. 7, the electrode unit 5E of the soil measuring device 1E of the fifth embodiment of the present invention has the electrode section 5E of the second embodiment on the outer peripheral surface 19o of the wheel-shaped electrode 19 similar to that of the fourth embodiment. It has a protrusion 21B similar to the form. Others are the same as those of the fourth embodiment. As in the present embodiment, the soil measuring device 1E provided with the wheel-shaped electrode 19 also has the same effect as the second embodiment.

また、図8に示されるように、本発明の第6実施形態の土質測定装置1Fの電極部5Fは、上記第4実施形態と同様の車輪状電極19の外周面19oに、上記第3実施形態と同様の突起部21Cを有する。その他は、上記第4実施形態と同様である。本実施形態のように、車輪状電極19を備えた土質測定装置1Fにおいても、上記第3実施形態と同様の効果を奏する。 Further, as shown in FIG. 8, the electrode section 5F of the soil measuring device 1F according to the sixth embodiment of the present invention has the outer peripheral surface 19o of the wheel-shaped electrode 19 similar to that of the fourth embodiment. It has a protrusion 21C similar to the form. Others are the same as those of the fourth embodiment. Even in the soil measuring device 1F provided with the wheel-shaped electrodes 19 as in this embodiment, the same effects as in the third embodiment can be obtained.

以上、本発明の実施形態について説明したが、本発明は上記実施形態に限定されることなく様々な形態で実施される。例えば、上記実施形態の土質測定装置及び土質測定方法により電気抵抗を測定される土には、一般の土のみならず、CSG(Cemented Sandand Gravel)工法における建設現場で得られた砂礫等にセメントが添加及び混合された物及びRCD(RollerCompacted Dam-Concrete)工法におけるセメントの量を少なくした超硬練りのコンクリートが敷均されて振動ローラ等で締め固められた物も含まれる。 Although the embodiments of the present invention have been described above, the present invention is not limited to the above embodiments and can be implemented in various forms. For example, the soil whose electric resistance is measured by the soil measuring device and soil measuring method of the above embodiment includes not only general soil but also gravel and the like obtained at a construction site in the CSG (Cemented Sand and Gravel) method containing cement. Also included are those that are added and mixed, and those that are spread with ultra-hard kneaded concrete with a reduced amount of cement in the RCD (Roller Compacted Dam-Concrete) construction method and compacted with a vibrating roller or the like.

また、例えば、上記実施形態では、測定された地面Sの土の電気抵抗に基づいて土の乾燥密度が導出され、導出された土の乾燥密度により、締固め機械による締固めの効果を確認する態様について説明したが、例えば、締固め機械による締固めの効果の確認は、他の手法と本実施形態の手法とを併用して行われてもよい。また、本実施形態による土の電気抵抗の測定は、土の乾燥密度の導出だけではなく、乾燥密度以外の他の要素に関する土の土質測定のために行われてもよい。また、突起部21A,21B,21Cの形状及び配置は、適宜変更可能である。 Further, for example, in the above embodiment, the dry density of the soil is derived based on the measured electrical resistance of the soil of the ground S, and the derived dry density of the soil is used to confirm the effect of compaction by the compaction machine. Although aspects have been described, for example, confirmation of compaction effects by a compaction machine may be performed using a combination of other techniques and the technique of the present embodiment. Moreover, the measurement of the electrical resistance of soil according to the present embodiment may be performed not only for derivation of the dry density of soil, but also for soil quality measurement of factors other than dry density. Also, the shape and arrangement of the protrusions 21A, 21B, and 21C can be changed as appropriate.

(実験例)
以下、本発明の実験例について説明する。含水比が10.2%であり、砂:粘度=9:1の組成を有する混合土であって、含水比が10.2%であり、電気抵抗が105.626Ω・mである試料が用意された。当該試料の表層付近の含水比が3.8%であり、深部の含水比が8.1%となるまで乾燥させた後に、図5(A)、図5(B)及び図6に示される土質測定装置1Dにより、当該試料の電気抵抗が測定された。車輪状電極19の直径は150mmであり、突起部21Aの車輪状電極19の外周面19oからの突出長は150mmである。
(Experimental example)
Experimental examples of the present invention will be described below. A sample of mixed soil with a water content of 10.2% and a composition of sand:viscosity = 9:1, with a water content of 10.2% and an electrical resistance of 105.626 Ω·m is prepared. was done. After drying until the water content near the surface of the sample is 3.8% and the water content in the deep part is 8.1%, FIGS. The electrical resistance of the sample was measured by the soil measuring device 1D. The diameter of the wheel-shaped electrode 19 is 150 mm, and the protruding length of the protrusion 21A from the outer peripheral surface 19o of the wheel-shaped electrode 19 is 150 mm.

測定の結果、当該試料の電気抵抗は119.894Ω・mと測定され、実際の電気抵抗と合致した結果が得られた。一方、突起部21Aを車輪状電極19の外周面19oから取り除いた土質測定装置1Dにより当該試料の測定が行われたところ、検出された電気抵抗が高過ぎ、正しい値を測定することができなかった。 As a result of the measurement, the electrical resistance of the sample was measured to be 119.894 Ω·m, which agreed with the actual electrical resistance. On the other hand, when the sample was measured by the soil measuring device 1D in which the projecting portion 21A was removed from the outer peripheral surface 19o of the wheel-shaped electrode 19, the detected electrical resistance was too high and the correct value could not be measured. rice field.

1A,1B,1C,1D,1E,1F…土質測定装置、2…左フレーム部、3…右フレーム部、4A,4B…中央フレーム部、5A,5B,5C,5D,5E,5F…電極部、6…前輪、7…後輪、8…履帯状電極、8i…内周面、8o…外周面、9…補助輪、10…駆動部、11…測定部、12…測位部、13…通信部、14…制御部、15…駆動部、16…駆動輪、17…補助輪、18…牽引体、19…車輪状電極、19o…外周面、21A,21B,21C…突起部、22…先端部、23…基部、24…柔軟面部、S…地面、X,Y…方向、W,w…幅。 1A, 1B, 1C, 1D, 1E, 1F... soil measuring device, 2... left frame part, 3... right frame part, 4A, 4B... center frame part, 5A, 5B, 5C, 5D, 5E, 5F... electrode part , 6... front wheel, 7... rear wheel, 8... crawler belt-like electrode, 8i... inner peripheral surface, 8o... outer peripheral surface, 9... auxiliary wheel, 10... driving unit, 11... measuring unit, 12... positioning unit, 13... communication Part 14... Control part 15... Driving part 16... Drive wheel 17... Auxiliary wheel 18... Traction body 19... Wheel-like electrode 19o... Outer peripheral surface 21A, 21B, 21C... Protrusion 22... Tip Part 23 Base part 24 Flexible surface part S Ground surface X, Y direction W, w Width.

Claims (7)

地面と接触する電極部と、
前記電極部により前記地面の土の電気抵抗を測定する測定部と、
を備え、
前記電極部は、先端部が前記地面の下方に到達する突起部を有し、
前記電極部は、前記地面と接触しつつ前記地面を移動し、
前記地面に沿った方向において、前記突起部は、前記電極部が前記地面を移動する方向の幅が、前記電極部が前記地面を移動する方向に垂直な方向の幅以上である、土質測定装置。
an electrode portion in contact with the ground;
a measuring unit that measures the electrical resistance of the soil on the ground using the electrode unit;
with
the electrode portion has a protrusion whose tip reaches below the ground;
the electrode portion moves on the ground while being in contact with the ground;
In a direction along the ground, the projection has a width in a direction in which the electrode moves on the ground, which is greater than or equal to a width in a direction perpendicular to the direction in which the electrode moves on the ground. .
前記電極部は、前記先端部が前記地面の下方に到達する深さがそれぞれ異なる複数の前記突起部を有する、請求項1に記載の土質測定装置。 2. The soil measuring device according to claim 1, wherein said electrode section has a plurality of said protrusions each having a different depth at which said tip reaches below said ground. 前記電極部は、前記先端部が前記地面の下方に到達する深さを変更自在である前記突起部を有する、請求項1又は2に記載の土質測定装置。 3. The soil measuring device according to claim 1, wherein said electrode part has said projection part capable of changing the depth at which said tip part reaches below said ground. 前記電極部は、前記突起部の基部に地面の凹凸に追従する柔軟面部を有する、請求項1~のいずれか1項に記載の土質測定装置。 The soil measuring device according to any one of claims 1 to 3 , wherein the electrode section has a flexible surface section at the base of the protrusion that follows unevenness of the ground. 地面と接触する電極部により前記地面の土の電気抵抗を測定する土質測定方法であって、
前記電極部の突起部の先端部を前記地面の下方に到達させつつ、前記地面の土の電気抵抗を測定し、
前記電極部を前記地面と接触させつつ前記地面を移動させ、
前記地面に沿った方向において前記先端部が前記地面の下方に到達した状態で前記電極部が前記地面を移動する方向の幅が前記電極部が地面を移動する方向に垂直な方向の幅以上である前記突起部を有する前記電極部の前記突起部の前記先端部を前記地面の下方に到達させつつ、前記地面の土の電気抵抗を測定する、土質測定方法。
A soil measurement method for measuring the electrical resistance of soil on the ground by an electrode part in contact with the ground,
measuring the electrical resistance of the soil on the ground while allowing the tip of the protrusion of the electrode portion to reach below the ground ;
moving the ground while the electrode portion is in contact with the ground;
In the direction along the ground, the width in the direction in which the electrode portion moves on the ground in a state where the tip reaches below the ground is equal to or greater than the width in the direction perpendicular to the direction in which the electrode portion moves on the ground. A method for measuring soil properties, wherein the electric resistance of soil on the ground is measured while the tip of the projection of the electrode section having the projection reaches below the ground.
前記先端部が前記地面の下方に到達する深さがそれぞれ異なる複数の前記突起部を有する前記電極部の前記突起部の前記先端部を前記地面の下方に到達させつつ、前記地面の土の電気抵抗を測定する、請求項に記載の土質測定方法。 Electricity of soil on the ground is reached below the ground while the tip of the protrusion of the electrode unit having a plurality of protrusions with different depths of the tip reaching below the ground is caused to reach below the ground. The soil measurement method according to claim 5 , wherein resistance is measured. 前記先端部が前記地面の下方に到達する深さを変更自在である前記突起部の前記先端部を前記地面の下方に到達させつつ、前記地面の土の電気抵抗を測定する、請求項5又は6に記載の土質測定方法。 6. The electric resistance of the soil on the ground is measured while the tip of the protrusion, whose depth to which the tip reaches below the ground can be changed, reaches below the ground. 6. The soil measurement method according to 6 .
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