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JPH0718868B2 - Soil investigation device - Google Patents
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JPH0718868B2 - Soil investigation device - Google Patents

Soil investigation device

Info

Publication number
JPH0718868B2
JPH0718868B2 JP62136182A JP13618287A JPH0718868B2 JP H0718868 B2 JPH0718868 B2 JP H0718868B2 JP 62136182 A JP62136182 A JP 62136182A JP 13618287 A JP13618287 A JP 13618287A JP H0718868 B2 JPH0718868 B2 JP H0718868B2
Authority
JP
Japan
Prior art keywords
soil
value
pull
chromaticity
density
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
JP62136182A
Other languages
Japanese (ja)
Other versions
JPS63300964A (en
Inventor
邦雄 遠山
哲也 荘保
徹 山下
Original Assignee
鉄建建設株式会社
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 鉄建建設株式会社 filed Critical 鉄建建設株式会社
Priority to JP62136182A priority Critical patent/JPH0718868B2/en
Publication of JPS63300964A publication Critical patent/JPS63300964A/en
Publication of JPH0718868B2 publication Critical patent/JPH0718868B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は建設工事の基礎等を設計するうえで、あるい
はトンネル等を構築するうえで事前調査として重要な土
質調査のための装置に関する。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to an apparatus for soil investigation, which is important as a preliminary survey for designing the foundation of construction work or for constructing a tunnel or the like.

(従来の技術) 一般に土質調査はボーリーングにより行われ、土壌のサ
ンプルを採取チューブにコアとして採取し、これを肉眼
鑑定して土質を判定している。また土壌の硬軟、締まり
具合の相対値としてのN値を知るために標準貫入試験が
行われ、ここにN値とは日本工業規格により重量63.5kg
fのハンマーを75cm自由落下させ、標準貫入試験用サン
プラーを30cm打込むのに要する打撃数と定義されてい
る。そしてデータとして得られた土質およびN値を、そ
の深度に対応させて土質柱状図が作製されている。
(Prior Art) Generally, soil investigation is performed by bowling, and a soil sample is sampled in a sampling tube as a core, and the soil is judged by visual inspection. In addition, a standard penetration test was conducted to know the N value as a relative value of the hardness and softness of soil, and the N value is 63.5 kg in weight according to Japanese Industrial Standards.
It is defined as the number of hits required to freely drop the hammer of f by 75 cm and hit the standard penetration test sampler by 30 cm. Then, the soil columnar diagram is prepared by associating the soil quality and N value obtained as data with the depth.

(発明が解決しようとする問題点) 土質の判定は前記のように肉眼鑑定により行われるので
熟練やて専門的知識を要し、またサンプルはその採取現
場から試験室等に持ち運ばれ、ここで人手により鑑定さ
れるので結果が出るまで時間がかかるという問題点があ
った。またN値の測定に関しては、測定現場に設置する
機器類が大がかりになるだけでなく、測定の際に騒音が
発生するという問題点があった。
(Problems to be solved by the invention) Soil quality is determined by visual inspection as described above, so skillful and specialized knowledge is required, and the sample is carried from the collection site to a test room, etc. There is a problem that it takes time to get the result because it is manually evaluated. In addition, regarding the measurement of the N value, not only the equipment installed at the measurement site becomes large in size, but also noise is generated during the measurement.

この発明は上記のような従来の問題点を解決し、熟練や
専門的知識を要することなく、しかも迅速に土質やN値
のデータを得ることができる土質調査装置を提供するこ
とを目的とする。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned conventional problems and to provide a soil investigation device capable of quickly obtaining soil quality and N value data without requiring skill or specialized knowledge. .

(問題点を解決するための手段及び作用) 上記目的を達成するためのこの発明は、サンプルコアの
採取チューブの周囲に、該採取チューブの引抜きの際
に、所定の引抜き距離毎に引抜き距離測定信号を出力す
る引抜き距離測定器と、前記引抜き距離測定信号の出力
時に、採取チューブ内部の土壌の密度を測定して密度測
定信号を出力する密度測定器と、同じく引抜き距離測定
信号の出力時に、土壌の色度を測定して色度測定信号を
出力する色度測定器と、回転式貫入ロッドを有し、同じ
く引抜き距離測定信号の出力時に、貫入ロッドを採取チ
ューブ内の土壌に押し込み、その際の回転トルク及び押
し込み圧力に応じたN値測定信号を出力するN値測定器
とを所定の位置に固設し、さらに前記引抜き距離測定信
号、密度測定信号、色度測定信号、N値測定信号を同時
に入力し、この密度測定信号、色度測定信号、N値測定
信号と、予め入力されている土壌の密度データ、色度デ
ータ、N値データとを比較して、各引抜き距離に対応す
る各異なる深度における土壌の種別を判断すると同時
に、N値を算出する演算処理装置を設けたことを特徴と
するものである。
(Means and Actions for Solving Problems) The present invention for achieving the above-mentioned object is to measure a pulling distance around a sampling tube of a sample core at a predetermined pulling distance when the sampling tube is pulled out. Withdrawal distance measuring device that outputs a signal, at the time of outputting the withdrawal distance measuring signal, with a density measuring device that outputs a density measuring signal by measuring the density of the soil inside the sampling tube, when outputting the withdrawing distance measuring signal, A chromaticity measuring instrument for measuring chromaticity of soil and outputting a chromaticity measurement signal, and a rotary penetrating rod, and at the same time as outputting the pull-out distance measuring signal, push the penetrating rod into the soil in the sampling tube, An N-value measuring device that outputs an N-value measuring signal according to the rotating torque and pushing pressure at the time is fixedly installed at a predetermined position, and further, the pull-out distance measuring signal, the density measuring signal, and the chromaticity measuring signal. , N value measurement signals are input at the same time, and the density measurement signal, the chromaticity measurement signal, and the N value measurement signal are compared with the soil density data, the chromaticity data, and the N value data that are input in advance, and The present invention is characterized in that an arithmetic processing unit for determining the N value at the same time as determining the soil type at each different depth corresponding to the pulling distance is provided.

このようなこの発明において、採取チューブを調査土壌
に所定深度まで打ち込んで、サンプルコアを採取した
後、この採取チューブを引抜く際所定の引抜き距離毎に
引抜き距離測定器によって引抜き距離測定信号を出力
し、それと同時に採取チューブの周囲に固設された、密
度測定器、色度測定器、N値測定器によって、それぞれ
採取チューブ内部の土壌の密度、色度、N値を測定し
て、密度測定信号、色度測定信号、N値測定信号を出力
し、これらの各測定信号を同時に演算処理装置に入力
し、密度測定信号、色度測定信号、N値測定信号と予め
入力されている土壌の密度データ、色度データ、N値デ
ータとを比較して、各引抜き距離に対応する各異なる深
度における土壌の種別を判断すると同時に、N値を算出
する。
In the present invention as described above, after the sampling tube is driven into the survey soil to a predetermined depth and the sample core is sampled, when the sampling tube is withdrawn, a withdrawal distance measuring signal is output by the withdrawal distance measuring device for each predetermined withdrawal distance. At the same time, the density, chromaticity, and N value of the soil inside the sampling tube are measured by a density measuring device, a chromaticity measuring device, and an N value measuring device that are fixed around the sampling tube, respectively. The signal, the chromaticity measurement signal, and the N value measurement signal are output, and these respective measurement signals are simultaneously input to the arithmetic processing device, and the density measurement signal, the chromaticity measurement signal, and the N value measurement signal and the soil previously input The density value, the chromaticity data, and the N value data are compared to determine the soil type at each different depth corresponding to each pulling distance, and at the same time, calculate the N value.

(実施例) 以下図面に示す一実施例について説明する。(Example) An example shown in the drawings will be described below.

第1,2図に示すように1は採取チューブであって、この
チューブ1は地盤に貫入され、その後引抜かれる際に、
内部に土壌のサンプルコア2が採取される。採取チュー
ブ1の周囲には引抜き距離測定器3、密度測定器4、色
度測定器5およびN値測定器6のそれぞれが、採取チュ
ーブ1の引抜き方向に移動しないように定置されてい
る。1a,1bはチューブ1の周壁に長手方向に設けた溝で
あり、この溝1a,1bを介して各測定機器によるコア2の
測定がなされる。
As shown in FIGS. 1 and 2, 1 is a sampling tube, and when this tube 1 is penetrated into the ground and then withdrawn,
A soil sample core 2 is collected inside. A pull-out distance measuring device 3, a density measuring device 4, a chromaticity measuring device 5 and an N value measuring device 6 are placed around the collecting tube 1 so as not to move in the pulling-out direction of the collecting tube 1. Reference numerals 1a and 1b are grooves provided in the longitudinal direction on the peripheral wall of the tube 1, and the core 2 is measured by each measuring instrument through the grooves 1a and 1b.

引抜き距離測定器3はローラ等の回転数からチューブ1
の引抜き距離に応じた測定信号を出力し、この信号はイ
ンターフェース7を介してコンピューター8に入力され
る。密度計4にはγ線密度計が用いられ、この測定器4
はチューブ1内のコア2の密度に応じた測定信号をチュ
ーブ1の引抜きに伴って出力し、この信号はコンピュー
ター8に入力される。色度測定器5にはカラーのTVカメ
ラが用いられ、この測定器5はチューブ1の引抜きに伴
ってコア2の色度を識別して測定信号を出力し、この信
号はコンピューター8に入力される。N値測定器6は回
転式貫入ロッド6aを有し、チューブ1が所定距離引抜か
れる毎に貫入ロッド6aを溝1aを経てコア2に押込み、そ
の際の回転トルクおよび押込み圧力に応じた各測定信号
を出力し、各信号はコンピューター8に入力される。
The pull-out distance measuring device 3 is based on the number of rotations of the roller etc.
A measurement signal corresponding to the pulling distance of is output, and this signal is input to the computer 8 via the interface 7. A γ-ray density meter is used as the density meter 4, and
Outputs a measurement signal corresponding to the density of the cores 2 in the tube 1 as the tube 1 is pulled out, and this signal is input to the computer 8. A color TV camera is used as the chromaticity measuring device 5. This measuring device 5 identifies the chromaticity of the core 2 as the tube 1 is pulled out and outputs a measurement signal, which is input to the computer 8. It The N value measuring device 6 has a rotary penetrating rod 6a, and the penetrating rod 6a is pushed into the core 2 through the groove 1a every time the tube 1 is pulled out by a predetermined distance, and each measurement according to the rotating torque and pushing pressure at that time The signals are output and each signal is input to the computer 8.

コンピューター8には各種土質に関する密度および色度
のデータ、また各種N値に関する貫入ロッド6aの回転ト
ルクおよび押込み圧力のデータが多数予めキーボード11
を介して入力されている。コンピューター8は密度測定
器4および色度測定器5から出力される信号と、あらか
じめ土質に関して入力されているデータとを比較し、引
抜き距離に対応した土質を判断するとともに、N値測定
器6から出力される信号とN値に関してあらかじめ入力
されているデータとを比較し、引抜き距離に対応したN
値を判定する。
The computer 8 stores a large amount of data of density and chromaticity regarding various soil types, and data of rotational torque and pushing pressure of the penetrating rod 6a regarding various N values beforehand.
Have been entered through. The computer 8 compares the signals output from the density measuring device 4 and the chromaticity measuring device 5 with the data input in advance regarding the soil quality, determines the soil quality corresponding to the extraction distance, and from the N value measuring device 6. The output signal is compared with the data input beforehand regarding the N value, and N corresponding to the extraction distance is compared.
Determine the value.

このようにして得られた引抜き距離すなわち深度に対応
した土質およびN値のデータは、必要に応じてプリンタ
ー9により印字され、あるいはこのデータを基に土質柱
状図をディスプレイ10に表示させることもできる。さら
に複数個所において前記のように得られた土質のデータ
あるいは過去に得られた土質のデータを基に、三次元的
な表示をディスプレイ10に行わせることもできる。
The soil quality and N value data corresponding to the pull-out distance, that is, the depth thus obtained are printed by the printer 9 as required, or the soil column diagram can be displayed on the display 10 based on this data. . Further, it is possible to display three-dimensionally on the display 10 on the basis of soil data obtained as described above or soil data obtained in the past at a plurality of locations.

上記実施例は単なる例示にすぎず、この発明は種々の変
更が可能である。
The above embodiment is merely an example, and the present invention can be variously modified.

(発明の効果) この発明は、前記のようであって、サンプルコアの採取
チューブの周囲に、該採取チューブの引抜きの際に、所
定の引抜き距離毎に引抜き距離測定信号を出力する引抜
き距離測定器と、前記引抜き距離測定信号の出力時に、
採取チューブ内部の土壌の密度を測定して密度測定信号
を出力する密度測定器と、同じく引抜き距離測定信号の
出力時に、土壌の色度を測定して色度測定信号を出力す
る色度測定器と、回転式貫入ロッドを有し、同じく引抜
き距離測定信号の出力時に、貫入ロッドを採取チューブ
内の土壌に押し込み、その際の回転トルク及び押し込み
圧力に応じたN値測定信号を出力するN値測定器とを所
定の位置に固設し、さらに前記引抜き距離測定信号、密
度測定信号、色度測定信号、N値測定信号を同時に入力
し、この密度測定信号、色度測定信号、N値測定信号
と、予め入力されている土壌の密度データ、色度デー
タ、N値データとを比較して、各引抜き距離に対応する
各異なる深度における土壌の種別を判断すると同時に、
N値を算出する演算処理装置を設けたので、各測定器に
よって測定された引抜き距離、土壌の密度、色度、N値
を、密度データ、色度データ、N値データが予め入力さ
れている演算処理装置に入力して、この演算処理装置に
おける両者の対比及び演算により、各引抜き距離に対応
する各異なる深度における土壌の種別の判断と、N値の
算出とが、作業現場において迅速かつ正確に行われ、こ
の間作業員は格別困難な作業を強いられることがなくて
作業が容易であり、したがって熟練した格別な技術や専
門的知識を要求されることがないという効果がある。
(Effects of the Invention) The present invention is as described above, and when the sampling tube is drawn around the sampling tube of the sample core, the drawing distance measurement signal is output for each predetermined drawing distance. And a device for outputting the withdrawal distance measurement signal,
A density measuring instrument that measures the density of the soil inside the sampling tube and outputs a density measuring signal, and a chromaticity measuring instrument that measures the chromaticity of the soil and outputs a chromaticity measuring signal when the pull-out distance measuring signal is output. N value that outputs a N value measurement signal corresponding to the rotation torque and the pushing pressure at that time when the penetration rod is pushed into the soil in the sampling tube when the pulling distance measurement signal is output. A measuring device is fixedly installed at a predetermined position, and further the drawing distance measurement signal, the density measurement signal, the chromaticity measurement signal, and the N value measurement signal are simultaneously input, and the density measurement signal, the chromaticity measurement signal, and the N value measurement are performed. The signal is compared with the soil density data, chromaticity data, and N-value data that are input in advance to determine the type of soil at each different depth corresponding to each extraction distance,
Since the arithmetic processing unit for calculating the N value is provided, the pull-out distance measured by each measuring device, the density of soil, the chromaticity, and the N value are previously input with the density data, the chromaticity data, and the N value data. By inputting to the arithmetic processing unit and comparing and calculating the two in this arithmetic processing unit, the determination of the soil type at each different depth corresponding to each withdrawal distance and the calculation of the N value can be performed quickly and accurately at the work site. Therefore, the worker is not required to perform a particularly difficult work during this time, and the work is easy, and therefore, there is an effect that a skilled and special skill or specialized knowledge is not required.

【図面の簡単な説明】[Brief description of drawings]

第1図はこの発明の一実施例を示すブロック図、第2図
は採取チューブの断面図。 1……採取チューブ、2……コア 3……引抜き距離測定器、4……密度測定器 5……色度測定器、8……コンピューター
FIG. 1 is a block diagram showing an embodiment of the present invention, and FIG. 2 is a sectional view of a collection tube. 1 ... sampling tube, 2 ... core 3 ... withdrawal distance measuring device, 4 ... density measuring device, 5 ... chromaticity measuring device, 8 ... computer

───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭54−83895(JP,A) 特開 昭59−54963(JP,A) 特開 昭60−100053(JP,A) 実開 昭58−153347(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-54-83895 (JP, A) JP-A-59-54963 (JP, A) JP-A-60-100053 (JP, A) Actual development Sho-58- 153347 (JP, U)

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】サンプルコアの採取チューブの周囲に、該
採取チューブの引抜きの際に、所定の引抜き距離毎に引
抜き距離測定信号を出力する引抜き距離測定器と、前記
引抜き距離測定信号の出力時に、採取チューブ内部の土
壌の密度を測定して密度測定信号を出力する密度測定器
と、同じく引抜き距離測定信号の出力時に、土壌の色度
を測定して色度測定信号を出力する色度測定器と、回転
式貫入ロッドを有し、同じく引抜き距離測定信号の出力
時に、貫入ロッドを採取チューブ内の土壌に押し込み、
その際の回転トルク及び押し込み圧力に応じたN値測定
信号を出力するN値測定器とを所定の位置に固設し、さ
らに前記引抜き距離測定信号、密度測定信号、色度測定
信号、N値測定信号を同時に入力し、この密度測定信
号、色度測定信号、N値測定信号と、予め入力されてい
る土壌の密度データ、色度データ、N値データとを比較
して、各引抜き距離に対応する各異なる深度における土
壌の種別を判断すると同時に、N値を算出する演算処理
装置を設けたことを特徴とする土質調査装置。
1. A pull-out distance measuring device which outputs a pull-out distance measuring signal for each predetermined pull-out distance around the pull-out tube of the sample core, when the pull-out distance measuring signal is output. , A density measuring device that measures the density of the soil inside the sampling tube and outputs a density measurement signal, and a chromaticity measurement that also measures the chromaticity of the soil and outputs a chromaticity measurement signal when the pull-out distance measurement signal is output. And a rotary penetrating rod, also when the pull-out distance measurement signal is output, push the penetrating rod into the soil in the sampling tube,
An N-value measuring device that outputs an N-value measuring signal corresponding to the rotating torque and pushing pressure at that time is fixedly installed at a predetermined position, and further, the pull-out distance measuring signal, the density measuring signal, the chromaticity measuring signal, and the N value. The measurement signals are input at the same time, and the density measurement signal, chromaticity measurement signal, and N value measurement signal are compared with the soil density data, chromaticity data, and N value data that have been input in advance to determine the pull-out distance. A soil investigation device, characterized in that it is provided with an arithmetic processing unit for calculating the N value at the same time as determining the type of soil at each corresponding different depth.
JP62136182A 1987-05-30 1987-05-30 Soil investigation device Expired - Lifetime JPH0718868B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62136182A JPH0718868B2 (en) 1987-05-30 1987-05-30 Soil investigation device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62136182A JPH0718868B2 (en) 1987-05-30 1987-05-30 Soil investigation device

Publications (2)

Publication Number Publication Date
JPS63300964A JPS63300964A (en) 1988-12-08
JPH0718868B2 true JPH0718868B2 (en) 1995-03-06

Family

ID=15169259

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62136182A Expired - Lifetime JPH0718868B2 (en) 1987-05-30 1987-05-30 Soil investigation device

Country Status (1)

Country Link
JP (1) JPH0718868B2 (en)

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CN107991466A (en) * 2018-01-24 2018-05-04 江苏润城市政建设工程有限公司 A kind of backfilling of earthwork compactness measuring device
JP6857167B2 (en) * 2018-12-27 2021-04-14 ジャパンホームシールド株式会社 Stratigraphy determination device and program
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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JPS58153347U (en) * 1982-04-01 1983-10-13 三菱重工業株式会社 Ground density measuring device
JPS5954963A (en) * 1982-09-22 1984-03-29 Kensetsu Kikaku Consultant:Kk Soil survey
JPS60100053A (en) * 1983-11-07 1985-06-03 Nippon Kokan Kk <Nkk> Sintering property evaluation of powdered ore for sintered ore
JPS61152036U (en) * 1985-03-11 1986-09-19
JPS6251261U (en) * 1985-09-20 1987-03-30

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