JPH0361845A - Measuring method for water content of soil - Google Patents
Measuring method for water content of soilInfo
- Publication number
- JPH0361845A JPH0361845A JP19843789A JP19843789A JPH0361845A JP H0361845 A JPH0361845 A JP H0361845A JP 19843789 A JP19843789 A JP 19843789A JP 19843789 A JP19843789 A JP 19843789A JP H0361845 A JPH0361845 A JP H0361845A
- Authority
- JP
- Japan
- Prior art keywords
- sensor
- soil
- moisture content
- measuring
- moisture
- 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.)
- Granted
Links
- 239000002689 soil Substances 0.000 title claims description 23
- 238000000034 method Methods 0.000 title claims description 9
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims description 6
- 238000005259 measurement Methods 0.000 claims description 14
- 238000005056 compaction Methods 0.000 claims description 9
- 238000001816 cooling Methods 0.000 claims description 8
- 239000002184 metal Substances 0.000 claims description 2
- 239000000126 substance Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 9
- 238000011088 calibration curve Methods 0.000 description 5
- 239000004576 sand Substances 0.000 description 5
- 235000006693 Cassia laevigata Nutrition 0.000 description 2
- 241000522641 Senna Species 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 description 2
- 229940124513 senna glycoside Drugs 0.000 description 2
- 239000002826 coolant Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
Landscapes
- Investigating Or Analyzing Materials Using Thermal Means (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
第3図は含水率測定器を示す概略図であり、4本のセン
サ10が取付は板12にナツト13で固定され、取付板
12の中央には水準器19、軸棒18が上方に突設され
ている。DETAILED DESCRIPTION OF THE INVENTION FIG. 3 is a schematic diagram showing a moisture content measuring device, in which four sensors 10 are fixed to a plate 12 with nuts 13, and a level 19 is installed in the center of the mounting plate 12. A shaft rod 18 is provided to protrude upward.
一方、センサ10からのリード線5は演算判定部14に
接続されている。演算判定部14はセレクトスイッチ1
6、判定LED表示部17、表示部20を備えている。On the other hand, the lead wire 5 from the sensor 10 is connected to the calculation/judgment section 14 . The calculation determination unit 14 is connected to the select switch 1
6, a determination LED display section 17 and a display section 20 are provided.
第4図は本発明に用いるガイド治具の概略図であり、形
状は含水率測定器のセンサと大体同じであるが、取付は
板12の下方に突出しているのは単なる金属性のピン1
1であり、センサ10より若干細く作られている。FIG. 4 is a schematic diagram of a guide jig used in the present invention, and its shape is roughly the same as that of a sensor for a water content meter, but the mounting is done using a simple metal pin 1 that protrudes below the plate 12.
1, and is made slightly thinner than the sensor 10.
第5図は演算判定部内のコンピュータによる演算機の演
算と判定機構を示すブロック図である。FIG. 5 is a block diagram showing the arithmetic operation and determination mechanism of the arithmetic machine by the computer in the arithmetic and determination section.
第6図はセンサ冷却容器の図であり、プラスチック容器
15には水を含んだ冷却材22が充填され、穴23のあ
いたふた21がされている。FIG. 6 is a diagram of a sensor cooling container, in which a plastic container 15 is filled with a coolant 22 containing water and has a lid 21 with holes 23 formed therein.
次に、本発明を実施した例を示す。Next, an example of implementing the present invention will be shown.
ここでは埋設材料に改良土を用いて、埋戻し後所定の締
固め度となるために必要な含水率の判定値の規格化を行
なった一例を示す。まず4.751璽のフルイを通過さ
せた改良土を直径15cm、高さ12(!I11のモー
ルドに2層に埋戻し、各層に5眩の重量の円盤を5ao
の高さから10回打撃して全面締固めた後、第4図に示
したガイド治具を締固めた面に対して垂直に差し込み、
センサの測定位置を決めた。次にガイド治具を抜きとり
、第3図に示した含水率測定器のセンサを先にあけられ
た穴に注意深く差し込んだ。この時、ガイド治具によっ
てあけられた穴は、センサよりも1回り細く、センサは
、自身だけで挿入するよりも、容易にかつ土に対して接
触よく設置させる事ができた。第7図、第8図は改良土
と海砂の検量線であるが第7図にガイド治具の使用有無
によるセンサ出力−含水率曲線の違いを示す。図より、
それぞれの測定点において、3回の測定を行なっている
が、明らかに、ガイド治具を使用した方がバラツキが小
さく、又、検量線も安定している事がわかる。又、JI
SA1210に従って、土の乾燥密度と含水率の関係(
試験法:海 砂2・ 5−b)を締固め改良土1.6−
b
特性として示した図を第9図及び第10図に示す。Here, we will show an example in which improved soil is used as the burying material and the determination value of the moisture content required to achieve a predetermined degree of compaction after backfilling is standardized. First, the improved soil passed through a sieve of 4.751 mm was backfilled in two layers into a mold with a diameter of 15 cm and a height of 12 (!
After compacting the entire surface by hitting it 10 times from a height of , insert the guide jig shown in Figure 4 perpendicularly to the compacted surface.
The measurement position of the sensor was determined. Next, the guide jig was removed, and the sensor of the moisture content meter shown in FIG. 3 was carefully inserted into the previously drilled hole. At this time, the hole drilled by the guide jig was one size narrower than the sensor, and the sensor could be installed more easily and in good contact with the soil than if it were inserted by itself. Figures 7 and 8 are calibration curves for improved soil and sea sand, and Figure 7 shows the difference in sensor output vs. moisture content curves depending on whether or not a guide jig is used. From the figure,
Although measurements were performed three times at each measurement point, it is clear that using the guide jig results in smaller variations and a more stable calibration curve. Also, JI
According to SA1210, the relationship between soil dry density and moisture content (
Test method: Sea sand 2.5-b) Compacted improved soil 1.6-
Figures 9 and 10 show the characteristics of b.
第9図より、改良土に規定の締固めを行なった時、含水
率8〜20%において、90%以上の締固め度に、更に
、9.3〜17.3%の範囲において、95%以上の締
固め度になる事がわかる。これを、本発明の含水率測定
器に置き換えると、表1に示すように90%以上の締固
め度は0.79〜1゜20Vの範囲であり、95%以上
の締固め度は、0.86〜1.14Vとなる。From Figure 9, when the improved soil is compacted as specified, the degree of compaction is 90% or more when the moisture content is 8 to 20%, and 95% when the moisture content is in the range of 9.3 to 17.3%. It can be seen that the degree of compaction is higher than that. If this is replaced with the moisture content measuring device of the present invention, as shown in Table 1, the degree of compaction of 90% or more is in the range of 0.79 to 1°20V, and the degree of compaction of 95% or more is 0. It becomes .86-1.14V.
(以下余白)
表
上段
含水率(%)
A:95%以上の締固め度
B:90〜95%の締固め度
C:90%以下の締固め度
これを判定規格として、演算機(CPU)内の判定部1
に、第7図に示す検量線より求めた3次式を演算部1に
覚えこませた。これにより、まず、本体のセレクトスイ
ッチ16を改良土にあわせると、CPU内部の演算部1
及び判定部1から構成される入出力ポートがセンサ入力
信号の受付けとなる。測定終了後、センサの入力信号は
、演算部1で重量含水率に演算され、含水率表示部20
と判定部1に移行する。判定部1に入力された重量含水
率の値は、表1に示される3分類のいずれに入るかを数
値比較した後、判定LED表示部17(A、B、C)を
点灯させる。例えば、センサの入力信号が1.1vの場
合、含水率の表示は、10%となり、判定LED表示部
17Aが点灯する。(Left below) Upper table moisture content (%) A: Compaction degree of 95% or more B: Compaction degree of 90 to 95% C: Compaction degree of 90% or less Using this as the judgment standard, a computer (CPU) Judgment section 1 inside
First, a cubic equation obtained from the calibration curve shown in FIG. 7 was memorized in the calculation section 1. As a result, when the select switch 16 on the main body is set to the improved soil, the calculation section 1 inside the CPU
The input/output port constituted by the determination unit 1 and the determination unit 1 receives sensor input signals. After the measurement is completed, the input signal of the sensor is calculated into a gravimetric moisture content by the calculation unit 1, and the moisture content display unit 20
Then, the process moves to the determination section 1. After a numerical comparison is made to determine which of the three categories shown in Table 1 the value of the weight water content inputted to the judgment section 1 falls into, the judgment LED display section 17 (A, B, C) is turned on. For example, when the input signal of the sensor is 1.1 V, the moisture content is displayed as 10%, and the determination LED display section 17A lights up.
センサの測定原理は、センサ内部より=定の熱量を放出
し、その熱量の逃げ量を計測する事により、水分量を知
る公知の方法であるが、測定終了後、元の状態に戻るま
でに時間がかかり、連続測定ができない。これは、セン
サ内部に熱がこもる為におこる現象であり、それを改善
する為に、第6図のセンサ冷却容器を測定後に使用した
場合と、未使用の場合の海砂(含水率10%)での繰り
返しテストを行った結果を第11図に示す。図中より、
○印で示す測定終了後、冷却容器を使用した場合には、
約2分でもとのベース温度までもどり、安定した再現性
を示すのに対して、ム印の冷却容器を使用せず空気中で
放冷した場合には、2分では、ベース温度が初期にもど
らず、測定誤差が約2〜3%まで発生してしまう。The measurement principle of the sensor is a well-known method of determining the moisture content by emitting a certain amount of heat from inside the sensor and measuring the amount of heat that escapes. It takes time and continuous measurement is not possible. This is a phenomenon that occurs due to heat being trapped inside the sensor, and in order to improve this, sea sand (water content 10% ) is shown in FIG. 11. From the diagram,
If a cooling container is used after the measurement indicated by ○,
The base temperature returns to the original temperature in about 2 minutes, showing stable reproducibility, whereas when left to cool in the air without using the cooling container marked with Mu, the base temperature returns to the initial level in 2 minutes. This results in a measurement error of about 2 to 3%.
また、次測定までの待ち時間について冷却容器を用いな
い時には、約10分かかっていたのに対して、冷却容器
を用いれば、約2分で測定することができる。Furthermore, the waiting time until the next measurement takes approximately 10 minutes when the cooling container is not used, but when the cooling container is used, the measurement can be performed in approximately 2 minutes.
〔発明の効果〕 本発明の方法によれば次のような効果が得られる。〔Effect of the invention〕 According to the method of the present invention, the following effects can be obtained.
1、測定式作成ガイド治具を使用することにより、締め
固まった土壌中へも容易に、かつ、測定物に対して接触
よく設置することができ測定精度が向上される。1. By using the measurement formula creation guide jig, it can be easily installed even in compacted soil and in good contact with the object to be measured, improving measurement accuracy.
2、土壌の埋戻しを行う前に埋戻し土の最適含水率の判
定を行うことが可能で、しかも、埋戻しを行った後で確
認をすることができる。2. It is possible to determine the optimum moisture content of backfilling soil before backfilling the soil, and it can also be confirmed after backfilling.
3、センナ冷却容器を用いることにより、約2分間で次
の測定を行うことができる。3. By using a senna cooling container, the following measurements can be carried out in about 2 minutes.
第1図はセンサーの断面図、第2図は他のセンサーの断
面図、第3図は含水率測定器の概略図、第4図はガイド
治具の概略図、第5図は演算機のブロック図、第6図は
センサ冷却器の平面及び側面図、第7図は改良土の電圧
と含水率の検量線、第8図は海砂の電圧と含水率の検量
線、第9図及び第10図は改良土の含水率と乾燥密度の
関係を示すグラフ、第11図は海砂での繰返しテスト結
果を示す時間と温度の関係グラフである。
1・・・ヒーター
2・・・温度感知器
5・・・リード線
7・・・温度損失体
10・・・センナ
11・・・ピン
14・・・演算判定部
15・・・プラスチック容器
21・・・ふたFigure 1 is a sectional view of the sensor, Figure 2 is a sectional view of another sensor, Figure 3 is a schematic diagram of the moisture content measuring device, Figure 4 is a schematic diagram of the guide jig, and Figure 5 is a diagram of the computer. Block diagram, Figure 6 is a plan and side view of the sensor cooler, Figure 7 is a calibration curve of voltage and moisture content of improved soil, Figure 8 is a calibration curve of voltage and moisture content of sea sand, Figure 9 and FIG. 10 is a graph showing the relationship between moisture content and dry density of improved soil, and FIG. 11 is a graph showing the relationship between time and temperature showing the results of repeated tests on sea sand. 1... Heater 2... Temperature sensor 5... Lead wire 7... Temperature loss body 10... Senna 11... Pin 14... Calculation determination section 15... Plastic container 21... ··lid
Claims (3)
そのセンサを土壌中に差込んで土壌中の水分を測定する
方法において、該測定器のセンサより若干細いが略同形
の金属製ピンが同様に配設されたガイド治具で、予め土
壌に穴をあけた後、上記センサを土壌中に差込むことを
特徴とする土壌含水率の測定方法。(1) Using a moisture content measuring device with multiple sensors,
In the method of measuring the moisture in soil by inserting the sensor into the soil, a guide jig is used which is equipped with a metal pin that is slightly thinner but approximately the same shape as the sensor of the measuring device, and is drilled into the soil in advance. A method for measuring soil moisture content, comprising: inserting the sensor into the soil after opening the container.
内部に水を十分包含した水分保持物質が吸収された冷却
容器に差込み、センサを短時間で冷却させた後、再び水
分測定に供することを特徴とする請求項(1)記載の土
壌含水率の測定方法。(2) Remove the sensor of the measuring device that has finished measuring soil moisture content.
The soil moisture content measuring method according to claim (1), characterized in that the sensor is inserted into a cooling container into which a moisture-retaining substance containing sufficient water has been absorbed, and after cooling the sensor in a short time, the sensor is subjected to moisture measurement again. Measuring method.
度以上となるために適当であるか否かを判定する演算機
に、センサを電気的に接続したことを特徴とする請求項
(1)記載の土壌含水率の測定方法。(3) The sensor is electrically connected to a computer that determines whether or not the moisture content of the backfilled soil is appropriate for reaching a predetermined degree of compaction after backfilling. The method for measuring soil moisture content according to claim (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1198437A JPH0754307B2 (en) | 1989-07-31 | 1989-07-31 | Soil moisture content measurement method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1198437A JPH0754307B2 (en) | 1989-07-31 | 1989-07-31 | Soil moisture content measurement method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0361845A true JPH0361845A (en) | 1991-03-18 |
| JPH0754307B2 JPH0754307B2 (en) | 1995-06-07 |
Family
ID=16391070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1198437A Expired - Fee Related JPH0754307B2 (en) | 1989-07-31 | 1989-07-31 | Soil moisture content measurement method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0754307B2 (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030038357A (en) * | 2002-10-15 | 2003-05-16 | 이동기 | Apparatus of eliminate material |
| KR20050050782A (en) * | 2003-11-26 | 2005-06-01 | 이형우 | Measuring instrument for moisture content |
| KR101031809B1 (en) * | 2008-09-02 | 2011-04-29 | (주)바이텍코리아 | Underground water content measuring device |
| US8001990B2 (en) | 2005-02-02 | 2011-08-23 | Plantcare Ag | Device for measuring thermal properties in a medium and method for determining the moisture content in the medium |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4835838U (en) * | 1971-09-01 | 1973-04-28 | ||
| JPS6287841A (en) * | 1985-10-14 | 1987-04-22 | Ketsuto Kagaku Kenkyusho:Kk | Method for measuring water content of concrete, mortar, etc., electrode and electrode insert jig |
| JPS63156110A (en) * | 1986-12-17 | 1988-06-29 | Takenaka Komuten Co Ltd | Foundation examining method |
-
1989
- 1989-07-31 JP JP1198437A patent/JPH0754307B2/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4835838U (en) * | 1971-09-01 | 1973-04-28 | ||
| JPS6287841A (en) * | 1985-10-14 | 1987-04-22 | Ketsuto Kagaku Kenkyusho:Kk | Method for measuring water content of concrete, mortar, etc., electrode and electrode insert jig |
| JPS63156110A (en) * | 1986-12-17 | 1988-06-29 | Takenaka Komuten Co Ltd | Foundation examining method |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20030038357A (en) * | 2002-10-15 | 2003-05-16 | 이동기 | Apparatus of eliminate material |
| KR20050050782A (en) * | 2003-11-26 | 2005-06-01 | 이형우 | Measuring instrument for moisture content |
| US8001990B2 (en) | 2005-02-02 | 2011-08-23 | Plantcare Ag | Device for measuring thermal properties in a medium and method for determining the moisture content in the medium |
| KR101031809B1 (en) * | 2008-09-02 | 2011-04-29 | (주)바이텍코리아 | Underground water content measuring device |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0754307B2 (en) | 1995-06-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH0361845A (en) | Measuring method for water content of soil | |
| AU644988B2 (en) | Nuclear gauge with compensation for sample of insufficient neutron moderating activity | |
| CN108489852B (en) | A device for measuring moisture content of field litter | |
| CN218725912U (en) | Device for measuring water content of soil sample by microwave heating | |
| CN109407184A (en) | Tipping bucket rain gauge modification method based on bucket parameter and raininess | |
| US4934176A (en) | Method and apparatus to determine amount of gas and size of gas voids entrained in viscous substances | |
| CN218271831U (en) | Proportion cup for improving density measurement accuracy and measurement device | |
| US2463159A (en) | Instrument for testing density of materials | |
| CN115047354A (en) | Charging and discharging energy measurement method of lithium ion battery and lithium ion battery | |
| US4977523A (en) | Apparatus for the measurement of snow quality | |
| US4590987A (en) | Method and apparatus for determining flow pattern of molten metal casting charge | |
| JPS60236065A (en) | Automatic sand testing device | |
| CN2466645Y (en) | Soil thermophysical nature measurer | |
| CN217560505U (en) | Bread volume measuring instrument | |
| JPH11183415A (en) | Method of detecting concrete filling state | |
| CN220039982U (en) | Antiseized formula digital display temperature measurement marshall charging container | |
| JPS5915801A (en) | Measuring apparatus for thickness of powder molding | |
| CN220490617U (en) | A rapid detector for the relative density of jewelry and jade | |
| CN112414885A (en) | A device and method for monitoring moisture transmission of blue brick masonry | |
| CN216978039U (en) | Digital hydrology water gauge device | |
| CN214408777U (en) | Powder moisture tester | |
| JPH0114928Y2 (en) | ||
| CN106814001A (en) | A kind of absolute moisture measurement method of environment | |
| JPS5724806A (en) | Measuring method for volume of underground cavity | |
| SU1485112A1 (en) | Method for measuring humidity of loose material |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| LAPS | Cancellation because of no payment of annual fees |