Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JP3593377B2 - Method for measuring moisture content of fine aggregate for concrete and apparatus used for measuring moisture content - Google Patents
[go: Go Back, main page]

JP3593377B2 - Method for measuring moisture content of fine aggregate for concrete and apparatus used for measuring moisture content - Google Patents

Method for measuring moisture content of fine aggregate for concrete and apparatus used for measuring moisture content Download PDF

Info

Publication number
JP3593377B2
JP3593377B2 JP03429595A JP3429595A JP3593377B2 JP 3593377 B2 JP3593377 B2 JP 3593377B2 JP 03429595 A JP03429595 A JP 03429595A JP 3429595 A JP3429595 A JP 3429595A JP 3593377 B2 JP3593377 B2 JP 3593377B2
Authority
JP
Japan
Prior art keywords
fine aggregate
sample
phase
flow
aggregate sample
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 - Fee Related
Application number
JP03429595A
Other languages
Japanese (ja)
Other versions
JPH08201315A (en
Inventor
一雄 鈴木
康司 伊藤
Original Assignee
全国生コンクリート工業組合連合会
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 全国生コンクリート工業組合連合会 filed Critical 全国生コンクリート工業組合連合会
Priority to JP03429595A priority Critical patent/JP3593377B2/en
Publication of JPH08201315A publication Critical patent/JPH08201315A/en
Application granted granted Critical
Publication of JP3593377B2 publication Critical patent/JP3593377B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Preparation Of Clay, And Manufacture Of Mixtures Containing Clay Or Cement (AREA)

Description

【0001】
【産業上の利用分野】
本発明は、コンクリート用細骨材の含水率を、マイクロ波を用いて迅速に測定できるようにしたコンクリート用細骨材の含水率測定方法およびその含水率測定に用いる装置に関するものである。
【0002】
【従来の技術】
生コンクリートの製造において、細骨材の含水率に応じて注水量等を調整して、一定品質のものを製造することが望ましい。そこで、工場等に搬入された細骨材の含水率を測定する必要がある。発明者らは、含水率を迅速に測定する方法を、第48回土木学会年次学術講演会の論文集に「高周波位相式簡易水分計の試作」と題して発表した。ここで発表した技術を簡単に説明するならば次の通りである。まず、マイクロ波の伝搬速度は誘電率の大きな物質を透過するさいに遅れを生じることから、誘電率が一定な水分を含んだ物質にマイクロ波を透過させてその時間の遅れを位相遅れとして測定すれば、物質に含まれる水分が測定できる、という原理に基づいたものである。そして、ガラス製の容器に一定の含水率の細骨材試料を充填し、充填率を変えてマイクロ波を透過させて細骨材試料と容器による位相遅れを測定したところ、充填率が高いほど位相遅れが大きくなるという知見を得た。また、容器に細骨材試料を充填し、これに振動機で振動を与えると充填率は上昇するが、振動を3分間程加えると充填率の上昇はほぼ飽和することが分かった。そこで、既知の含水率の細骨材試料を容器に加圧することなく充填し、これに3分間程振動を加えてマイクロ波を透過させてその位相遅れを測定する。この測定を絶乾状態(細骨材試料を100〜110℃の乾燥炉で24時間乾燥させた状態)から湿潤状態(表面乾燥飽水状態より含水率の高い状態)までの種々の既知の含水率で行なったところ、一義的な含水率と位相遅れの特性のグラフが得られた。この結果、該グラフをある細骨材について予め実測しておくならば、新たに工場等に搬入された細骨材試料につき位相遅れを測定し、この位相遅れをグラフにを照らすことで直ちに含水率を測定し得る。
【0003】
【発明が解決しようとする課題】
上記論文集に発表した技術にあっては、細骨材試料の含水率を迅速に測定でき極めて優れたものである。しかるに、上記測定は工場等に搬入された細骨材からサンプリングされたものにつき含水率を測定するにすぎない。細骨材の全量に対して含水率を測定し得ることが望ましい。さらに、工場内の貯蔵ビンと計量ビンとの間等に組み込み得ることが望ましい。
【0004】
本発明は上述したごとき要望を満たすために、流下状態の細骨材から含水率を測定することができるコンクリート用細骨材の含水率測定方法およびその含水率測定に用いる装置を提供することを目的とする。
【0005】
【課題を解決するための手段】
かかる目的を達成するために、本発明のコンクリート用細骨材の含水率測定方法は、誘電材からなり縦軸方向に配設された筒状の空の流下容器に横方向からマイクロ波を透過させ、この空の流下容器を含む前記マイクロ波の伝搬径路による位相遅れを補正して位相計の測定値を零に調整し、前記流下容器内に細骨材試料を流下させて前記位相計で測定するとともに、この変化する測定値を時間とともに記録手段に記録し、変化する測定値の平均値を演算してこれを前記細骨材試料による位相遅れとし、前記流下された細骨材試料の質量を重量測定手段で測定し、この質量と前記流下に要した時間から前記細骨材試料の流量を演算し、この流量と予め絶乾状態とされた前記細骨材試料が前記流下容器を流下し得る流量とから補正値を演算し、この補正値と前記細骨材試料による位相遅れとから補正された位相遅れを演算し、既知の含水率の細骨材試料を用いて予め前記工程を経て作成された含水率対補正された位相遅れ特性データに前記補正された位相遅れを照らして含水率を求められる。
【0006】
また、誘電材からなり縦軸方向に配設された筒状の流下容器に横方向からマイクロ波を透過させて前記マイクロ波の伝搬径路による位相遅れを位相計で測定し、前記流下容器内に細骨材試料を流下させて前記伝搬径路による位相遅れを前記位相計で測定するとともに、この変化する測定値を時間とともに記録手段に記録し、変化する測定値の平均値を演算し、この平均値から前記空の流下容器を含む伝搬径路の位相遅れを差し引いて前記細骨材試料による位相遅れを演算し、前記流下された細骨材試料の質量を重量測定手段で測定し、この質量と前記流下に要した時間から前記細骨材試料の流量を演算し、この流量と予め絶乾状態とされた前記細骨材試料が前記流下容器を流下し得る流量とから補正値を演算し、この補正値と前記演算された細骨材試料による位相遅れとから補正された位相遅れを演算し、既知の含水率の細骨材試料を用いて予め前記工程を経て作成された含水率対補正された位相遅れ特性データに前記補正された位相遅れを照らして含水率を求めても良い。
【0007】
そして、本発明のコンクリート用細骨材の含水率測定に用いる装置は、誘電材からなり縦軸方向に配設された筒状の流下容器と、この流下容器の上方に設けられシャッタにより開閉自在で前記流下容器内に細骨材試料を流下させる試料投入手段と、前記流下容器の下方に設けられて流下する前記細骨材試料を受ける試料受け手段と、この試料受け手段に受けられた前記細骨材試料の質量を測定する重量測定手段と、前記流下容器が介装される導波管と、前記導波管の一端にマイクロ波を入射するマイクロ波発振器と、前記導波管の他端で伝搬された前記マイクロ波をピックアップするプローブと、前記流下容器に前記細骨材試料が上方から下方へ流下されている状態で前記導波管の一端に入射されたマイクロ波に対して前記導波管の他端に伝搬してピックアップされるマイクロ波の位相遅れを測定するとともに、この測定された位相遅れから前記流下容器が空の状態で前記導波管の一端から他端に伝搬されるマイクロ波の位相遅れを差し引いて補正して、前記細骨材試料による位相遅れのみを出力する位相計と、この位相計から出力される測定値を前記試料投入手段にあった前記細骨材試料が前記試料受け手段に流下するのに要する時間とともに記録する記録手段と、を備えて構成されている。
【0008】
そしてまた、誘電材からなり縦軸方向に配設された筒状の流下容器と、この流下容器の上方に設けられシャッタにより開閉自在で前記流下容器内に細骨材試料を流下させる試料投入手段と、前記流下容器の下方に設けられて流下する前記細骨材試料を受ける試料受け手段と、この試料受け手段に受けられた前記細骨材試料の質量を測定する重量測定手段と、前記流下容器が介装される導波管と、前記導波管の一端にマイクロ波を入射するマイクロ波発振器と、前記導波管の他端で伝搬された前記マイクロ波をピックアップするプローブと、前記流下容器に前記細骨材試料が上方から下方へ流下されている状態および前記流下容器の空の状態で前記導波管の一端に入射されたマイクロ波に対して前記導波管の他端に伝搬してピックアップされるマイクロ波の位相遅れをそれぞれ測定してそのまま出力する位相計と、この位相計から出力される前記細骨材試料が流下する状態の測定値を前記試料投入手段にあった前記細骨材試料が前記試料受け手段に流下するのに要する時間とともに記録する記録手段と、を備えて構成することもできる。
【0009】
【作 用】
請求項1および2記載のコンクリート用細骨材の含水率測定方法にあっては、含水率の変化により流下容器を上方から下方へ流下する細骨材試料の流量が変化し、細骨材試料から得られる位相遅れは、含水率と一義的に対応しない。しかるに、位相遅れは流量と比例するので、測定された位相遅れを該含水率において絶乾状態で流下し得る質量だけ流下容器を流下した状態に補正すると、補正された位相遅れは含水率と一義的に対応する。そこで、既知の含水率の細骨材試料を用いて予め含水率対補正された位相遅れ特性のグラフを作成し、含水率の未知の細骨材試料から位相遅れを測定してこれを補正し、補正された位相遅れを予め作成されたグラフに照らすことで含水率を測定し得る。
【0010】
そして、請求項3および4記載のコンクリート用細骨材の含水率測定に用いる装置にあっては、上方から下方へ流下する細骨材試料から含水率を測定できるので、貯蔵ビンと計量ビンとの間に容易に組み込み得る。
【0011】
【実施例】
以下、本発明の実施例を図1ないし図4を参照して説明する。図1は、本発明のコンクリート用細骨材の含水率測定に用いる装置の一実施例の構成図である。図2は、図1に示す装置を用いて本発明のコンクリート用細骨材の含水率測定方法の一実施例の含水率を求める動作を説明するフローチャートであり、(a)は含水率対補正された位相遅れ特性のグラフを作成するフローチャートであり、(b)は細骨材試料の未知の含水率を求めるフローチャートである。図3は、流下する細骨材試料による含水率対位相遅れ特性のグラフである。図4は、流下する細骨材試料による含水率対補正された位相遅れ特性のグラフである。
【0012】
まず、本発明のコンクリート用細骨材の含水率測定に用いる装置の構成につき説明する。図1に示すごとく、水平に配置された導波管10の中央部に縦軸方向に配設されて筒状の流下容器12が設けられる。この流下容器12は、上下両端が開口され、ガラス等の誘電材からなる。導波管10の一端に、アイソレータ14を介してマイクロ波発振器16が接続される。導波管10の他端には、プローブ18が設けられている。そして、マイクロ波発振器16で発振されたマイクロ波(例えば2.45GHz)が、アイソレータ14を介して一部が導波管10を伝搬するとともにさらに流下容器12を透過してプローブ18でピックアップされて位相計20に与えられる。位相計20は、アイソレータ14とプローブ18とから与えられるマイクロ波の位相遅れを検出する位相遅れ検出器20aと、測定された位相遅れを記録するメモリ20bと、測定された位相遅れとメモリ20bに予め記録された位相遅れの差を演算する演算器20cと、で構成される。また、演算器20cから出力される測定値は、記録手段としてのXTレコーダ22により時間とともに記録される。さらに、流下容器12の上方には、シャッタ24により開閉自在で流下容器12内に細骨材試料26を流下させる試料投入手段としての試料投入容器28が設けられる。そしてさらに、流下容器12の下方には、流下する細骨材試料26を受けとめるための試料受け手段としての試料受け容器30が設けられる。この試料受け容器30は、重量測定手段としての重量測定器32により収納された細骨材試料26の質量を測定できるように構成されている。
【0013】
次に、図1に示す装置を用いて細骨材試料26の含水率の測定する方法につき説明する。まず、空の流下容器12を含む導波管10のマイクロ波の伝搬径路の両端部におけるマイクロ波の位相遅れを位相遅れ検出器20aで測定し、この測定値をメモリ20bに記憶させる(図2(a)ステップ1)。次に、含水率が既知な細骨材試料26を、シャッタ24を開いて試料投入器28から流下容器12内に上方から下方へ流下させた状態で、導波管10の両端部における位相遅れを位相遅れ検出器20aで測定し、演算器20cで測定された位相遅れからメモリ20bに記憶された空の流下容器12を含む伝搬径路の位相遅れを差し引き、その演算値が測定値としてXTレコーダ22に与えられ、時間とともに記録される。しかも、流下する細骨材試料26の単位時間当りの質量が変化するので、XTレコーダ22に記録された位相遅れの平均値が適宜に演算され、これが該含水率における細骨材試料26の位相遅れとされる(図2(a)ステップ2)。ここで、演算器20cの出力において、空の流下容器12等による位相遅れは既に補正され、流下する細骨材試料26のみによる位相遅れが測定値として出力されている。そして、流下されて試料受け容器30に収容された細骨材試料26の質量が、重量測定器32により測定される(図2(a)ステップ3)。さらに、この質量の細骨材試料26が流下するのに要した時間をXTレコーダ22の記録から求め、該含水率における細骨材試料26の流量を適宜に演算する(図2(a)ステップ4)。そしてさらに、絶乾状態とされた同じ細骨材試料26を流下容器12を流下させたときの流量を予め測定しておき、図2(a)ステップ4で求めた流量と絶乾状態の流量の比αを流量補正値として求める(図2(a)ステップ5)。この流量補正値αにより図2(a)ステップ2で求めた位相遅れを補正して、補正された位相遅れを算出する(図2(a)ステップ6)。そして、既知の含水率を湿潤状態の範囲で種々変えて、それぞれの細骨材試料26による補正された位相遅れを測定し、特性を示すグラフが書けるだけの所定数の測定値が得られるまで繰り返す(図2(a)ステップ7)。所定数の測定値が得られたならば、これらのデータから、図4に示すごとき、含水率対補正された位相遅れ特性のグラフを作成する(図2(a)ステップ8)。なお、既知含水率は、例えば細骨材試料26を絶乾状態とし、これに所定割合で注水を行なえば良い。
【0014】
ところで、図2(a)ステップ2において測定された含水率対位相遅れの特性は、図3のごときグラフとなり、位相遅れに対して含水率が一義的に定まらない。これは、湿潤状態にあっては、含水率が大きくなるほど表面水が増加し、細骨材試料26の粒子間の粘着性が増加する。この結果、含水率が大きくなるほど流下容器12内を細骨材試料26が流下しにくくなり、上方から下方へ流下する流量が減少するためである。そこで、流下容器12内を、該含水率のものが、絶乾状態で流下し得るだけの流量だけ流下したものとして、図2(a)ステップ3〜6により位相遅れを換算する。この換算により、含水率の違いによる流量の違いを是正でき、同じ流量における含水率と補正された位相遅れの特性が求められ、図4のごとき特性が得られる。図4に示す特性にあっては、補正された位相遅れに対して含水率が一義的に定まる。
【0015】
続いて、このようにして作成された含水率対補正された位相遅れ特性のグラフを用いて、含水率が未知である細骨材試料26の含水率を測定する動作につき説明する。まず、空の流下容器12を含む伝搬径路の両端部での位相遅れを測定し(図2(b)ステップ1)、位相計20の演算器20cから出力される測定値を補正するためのデータを得る。そして、未知の含水率の細骨材試料26を試料投入容器28から流下容器12に流下して、細骨材試料26による位相遅れを時間とともにXTレコーダ22で記録し、変化する位相遅れの平均値が演算される(図2(b)ステップ2)。そして、未知の含水率の細骨材試料26に対して、図2(a)ステップ3〜6と同様にして、測定された位相遅れを補正された位相遅れに演算する(図2(b)ステップ3〜6)。そして、図2(b)ステップ6で求められて補正された位相遅れを、図2(a)の工程のよって予め作成された該細骨材試料26に関する含水率対補正された位相遅れ特性のグラフに照らし合わせて、含水率を求める(図2(b)ステップ7)。
【0016】
このように、予め細骨材試料26毎に図4に示すごとき含水率対補正された位相遅れ特性のグラフを作成しておくことにより、工場等に搬入される未知の含水率の細骨材試料26に対して流下状態にて迅速に含水率を測定し得る。
【0017】
ところで、上述のごとき本発明のコンクリート用細骨材の含水率測定に用いる装置を、工場等の貯蔵ビンと計量ビンとの間に組み込むには、貯蔵ビンを試料投入容器28として作用させ、計量ビンを試料受け容器30および重量測定器32として作用させるようにすれば良いことは容易に理解し得るであろう。
【0018】
なお、上記実施例の説明では、位相計20により、空の流下容器12を含む伝搬径路による位相遅れが補正されて、位相計20からは流下容器12を上方から下方へ流下する細骨材試料26のみによる位相遅れが測定値として出力されるが、これに限られず、導波管10の両端部での位相遅れをそのままXTレコーダ22に記録し、記録された測定値より演算された平均値から、別途に測定された空の流下容器12を含む伝搬径路の位相遅れを差し引くようにしても良い。この場合には、空の流下容器12を含む伝搬径路の位相遅れは、細骨材試料26を流下させる前または後のいずれになされても良い。また、位相計20で測定された位相遅れは時間とともに記録されて、細骨材試料26の流下による位相遅れの平均値および流下に要する時間が測定できれば良く、XTレコーダ22に記録することに限られず、位相計20から出力された測定値がサンプリングされてコンピュータ等に記録されても良い。さらに、上記実施例では、予め含水率対補正された位相遅れ特性のグラフを作成するように説明したが、これに限られず、グラフを作成し得るデータがコンピュータ等に保存され、未知の含水率の細骨材試料26から測定された位相遅れおよびその質量から適宜に含水率をコンピュータ等で演算するようにしても良い。
【0019】
【発明の効果】
本発明のコンクリート用細骨材の含水率測定方法およびその含水率測定に用いる装置は、以下のような格別な効果を奏する。
【0020】
請求項1および2記載のコンクリート用細骨材の含水率測定方法にあっては、細骨材試料を上方から下方へ流下させた状態で未知の含水率を測定することができ、細骨材試料の全量に対して含水率の測定が可能である。
【0021】
そして、請求項3および4記載のコンクリート用細骨材の含水率測定に用いる装置にあっては、細骨材試料を上方から下方へ流下させた状態で未知の含水率を測定できるので、生コンクリート製造の工程中に組み込むことができる。
【図面の簡単な説明】
【図1】本発明のコンクリート用細骨材の含水率測定に用いる装置の一実施例の構成図である。
【図2】図1に示す装置を用いて本発明のコンクリート用細骨材の含水率測定方法の一実施例の含水率を求める動作を説明するフローチャートであり、(a)は含水率対補正された位相遅れ特性のグラフを作成するフローチャートであり、(b)は細骨材試料の未知の含水率を求めるフローチャートである。
【図3】流下する細骨材試料による含水率対位相遅れ特性のグラフである。
【図4】流下する細骨材試料による含水率対補正された位相遅れ特性のグラフである。
【符号の説明】
10 導波管
12 流下容器
14 アイソレータ
16 マイクロ波発振器
18 プローブ
20 位相計
20a 位相遅れ検出器
20b メモリ
20c 演算器
22 XTレコーダ
24 シャッタ
26 細骨材試料
28 試料投入容器
30 試料受け容器
32 重量測定器
[0001]
[Industrial applications]
TECHNICAL FIELD The present invention relates to a method for measuring the water content of fine aggregate for concrete, which enables the water content of fine aggregate for concrete to be quickly measured using microwaves, and to an apparatus used for measuring the water content.
[0002]
[Prior art]
In the production of ready-mixed concrete, it is desirable to adjust the water injection amount and the like according to the moisture content of the fine aggregate to produce a concrete of a constant quality. Therefore, it is necessary to measure the moisture content of the fine aggregate carried into a factory or the like. The inventors have announced a method for quickly measuring the water content in the collection of papers at the 48th Annual Meeting of the Japan Society of Civil Engineers, entitled "Trial Production of a Simple High-Frequency Phase-Type Moisture Meter". A brief description of the technology presented here is as follows. First, since the propagation speed of microwaves is delayed when passing through a substance having a large dielectric constant, the microwave is transmitted through a substance containing moisture having a constant dielectric constant, and the time delay is measured as a phase delay. This is based on the principle that moisture contained in a substance can be measured. Then, a fine aggregate sample having a constant moisture content was filled in a glass container, and microwaves were transmitted at different filling ratios to measure the phase lag between the fine aggregate sample and the container. We have found that the phase lag is large. Further, it was found that the filling rate increased when the fine aggregate sample was filled in a container and this was vibrated by a vibrator, but when the vibration was applied for about 3 minutes, the increase in the filling rate was almost saturated. Therefore, a fine aggregate sample having a known moisture content is filled in the container without pressurizing, and a vibration is applied to the container for about 3 minutes to transmit microwaves, and the phase lag is measured. This measurement was performed using various known water contents from a completely dry state (a state in which a fine aggregate sample was dried in a drying oven at 100 to 110 ° C. for 24 hours) to a wet state (a state having a higher moisture content than a surface dry saturated state). As a result, a graph of the characteristic of the unique moisture content and the characteristic of the phase lag was obtained. As a result, if the graph is measured in advance for a fine aggregate, the phase lag is measured for a fine aggregate sample newly brought into a factory or the like, and this phase lag is immediately hydrated by illuminating the graph. The rate can be measured.
[0003]
[Problems to be solved by the invention]
The technique disclosed in the above-mentioned collection of papers is extremely excellent because the moisture content of a fine aggregate sample can be quickly measured. However, the above measurement merely measures the water content of the sampled fine aggregate brought into a factory or the like. It is desirable to be able to measure the moisture content for the entire amount of fine aggregate. Furthermore, it is desirable to be able to incorporate it between the storage bin and the weighing bin in the factory.
[0004]
The present invention provides a method for measuring the moisture content of fine aggregate for concrete, which can measure the moisture content from the fine aggregate in a flowing state, and an apparatus used for the measurement of the moisture content, in order to satisfy the needs as described above. Aim.
[0005]
[Means for Solving the Problems]
In order to achieve such an object, the method for measuring the moisture content of fine aggregate for concrete according to the present invention is directed to transmitting microwaves from a lateral direction to a cylindrical empty falling container made of a dielectric material and arranged in a vertical direction. Then, the measured value of the phase meter is adjusted to zero by correcting the phase delay due to the propagation path of the microwave including the empty falling container, the fine aggregate sample is allowed to flow down into the falling container, and the phase meter is used. While measuring, this changing measured value is recorded in the recording means with time, the average value of the changing measured value is calculated, and this is set as a phase lag by the fine aggregate sample, and the flow of the fine aggregate sample flowing down is calculated. The mass is measured by the weight measuring means, and the flow rate of the fine aggregate sample is calculated from the mass and the time required for the flow down, and the fine aggregate sample which has been previously dried and the absolute aggregate sample passes through the flow-down container. Calculate the correction value from the flow rate that can flow down, Calculate the corrected phase lag from the correction value and the phase lag due to the fine aggregate sample, and using the fine aggregate sample having a known moisture content, the moisture content previously created through the above-described process versus the corrected phase lag. The moisture content is obtained by illuminating the characteristic data with the corrected phase delay.
[0006]
Further, a microwave is transmitted from a lateral direction to a cylindrical falling container made of a dielectric material and disposed in the longitudinal direction, and a phase delay due to the propagation path of the microwave is measured by a phase meter. The fine aggregate sample is allowed to flow down, and the phase lag due to the propagation path is measured by the phase meter, and the changed measurement value is recorded in a recording unit with time, and the average value of the changed measurement value is calculated. The phase delay of the fine aggregate sample is calculated by subtracting the phase delay of the propagation path including the empty falling container from the value, the mass of the flowed fine aggregate sample is measured by weight measuring means, and this mass and The flow rate of the fine aggregate sample is calculated from the time required for the flow, and a correction value is calculated from the flow rate and the flow rate at which the fine aggregate sample that has been previously dried is allowed to flow down the flow container, This correction value and the calculated value A phase delay corrected from the phase delay due to the aggregate sample is calculated, and the corrected phase delay characteristic data is corrected using the fine aggregate sample having a known moisture content through the above-described process. The moisture content may be determined by illuminating the determined phase delay.
[0007]
The apparatus used for measuring the water content of the fine aggregate for concrete according to the present invention is a cylindrical falling container made of a dielectric material and arranged in the vertical direction, and is provided above the falling container and can be opened and closed by a shutter. A sample introduction means for causing the fine aggregate sample to flow down into the flow-down container, a sample receiving means provided below the flow-down container to receive the fine aggregate sample flowing down, and the sample receiving means received by the sample receiving means. Weight measuring means for measuring the mass of the fine aggregate sample, a waveguide in which the falling container is interposed, a microwave oscillator for injecting microwaves into one end of the waveguide, and other components in the waveguide A probe for picking up the microwave propagated at the end, and the microwave incident on one end of the waveguide in a state where the fine aggregate sample is flowing downward from above in the flowing container. Transfer to the other end of the waveguide The phase delay of the microwave picked up is measured, and the phase delay of the microwave propagated from one end of the waveguide to the other end in an empty state of the falling vessel is subtracted from the measured phase delay. And a phase meter that outputs only the phase lag due to the fine aggregate sample, and the fine aggregate sample that has been output from the phase meter to the sample receiving means flows into the sample receiving means. Recording means for recording the time required for the recording.
[0008]
A cylindrical flow-down container made of a dielectric material and disposed in the longitudinal direction, and a sample input means provided above the flow-down container and capable of opening and closing a fine aggregate sample into the flow-down container by a shutter and capable of being opened and closed. Sample receiving means provided below the flow-down container for receiving the fine aggregate sample flowing down; weight measuring means for measuring the mass of the fine aggregate sample received by the sample receiving means; A waveguide in which a container is interposed, a microwave oscillator for injecting a microwave at one end of the waveguide, a probe for picking up the microwave propagated at the other end of the waveguide, Microwave incident on one end of the waveguide in a state where the fine aggregate sample is flowing down from above to below in the container and in an empty state of the falling container propagates to the other end of the waveguide. Picked up A phase meter that measures the phase delay of each microwave and outputs the phase aggregate as it is, and the fine aggregate sample that is in the sample input unit and has a measured value in a state where the fine aggregate sample flows down that is output from the phase meter. Recording means for recording the time required to flow down to the sample receiving means.
[0009]
[Operation]
In the method for measuring the water content of fine aggregate for concrete according to claims 1 and 2, the flow rate of the fine aggregate sample flowing down the falling container from above to below changes due to the change in the water content, and the fine aggregate sample Does not uniquely correspond to the water content. However, since the phase lag is proportional to the flow rate, if the measured phase lag is corrected to a state in which the falling container is allowed to flow down by the mass that can flow in the dry state at the water content, the corrected phase lag is unambiguous with the water content. Correspondingly. Therefore, using a fine aggregate sample with a known moisture content, a graph of the water content versus the phase lag characteristic corrected in advance was created, and the phase lag was measured from the fine aggregate sample with an unknown moisture content to correct this. The moisture content can be measured by illuminating the corrected phase lag with a previously created graph.
[0010]
In the apparatus used for measuring the moisture content of fine aggregate for concrete according to claims 3 and 4, since the moisture content can be measured from the fine aggregate sample flowing downward from above, the storage bin and the weighing bin can be measured. Can be easily incorporated during.
[0011]
【Example】
An embodiment of the present invention will be described below with reference to FIGS. FIG. 1 is a configuration diagram of an embodiment of an apparatus used for measuring the water content of fine aggregate for concrete according to the present invention. FIG. 2 is a flowchart for explaining the operation for obtaining the water content of the embodiment of the method for measuring the water content of fine aggregate for concrete using the apparatus shown in FIG. 1, and FIG. It is a flowchart which produces | generates the graph of the obtained phase delay characteristic, and (b) is a flowchart which calculates | requires the unknown moisture content of a fine aggregate sample. FIG. 3 is a graph of a water content versus a phase lag characteristic of a flowing fine aggregate sample. FIG. 4 is a graph of the water content versus the corrected phase lag characteristic for a flowing fine aggregate sample.
[0012]
First, the configuration of the apparatus used for measuring the water content of the fine aggregate for concrete of the present invention will be described. As shown in FIG. 1, a tubular falling container 12 is provided at the center of a horizontally arranged waveguide 10 and is arranged in the longitudinal direction. The falling container 12 has upper and lower ends opened, and is made of a dielectric material such as glass. A microwave oscillator 16 is connected to one end of the waveguide 10 via an isolator 14. A probe 18 is provided at the other end of the waveguide 10. A part of the microwave (for example, 2.45 GHz) oscillated by the microwave oscillator 16 propagates through the waveguide 10 via the isolator 14 and further passes through the falling vessel 12 and is picked up by the probe 18. It is provided to the phase meter 20. The phase meter 20 includes a phase delay detector 20a for detecting a phase delay of the microwave provided from the isolator 14 and the probe 18, a memory 20b for recording the measured phase delay, and a memory 20b for storing the measured phase delay. And a calculator 20c for calculating a difference between phase delays recorded in advance. The measured values output from the calculator 20c are recorded with time by the XT recorder 22 as recording means. Further, above the falling container 12, there is provided a sample loading container 28 as a sample loading means for allowing the fine aggregate sample 26 to flow down into the falling container 12 so as to be freely opened and closed by the shutter 24. Further, a sample receiving container 30 as a sample receiving means for receiving the flowing fine aggregate sample 26 is provided below the falling container 12. The sample receiving container 30 is configured to be able to measure the mass of the fine aggregate sample 26 stored by the weight measuring device 32 as the weight measuring means.
[0013]
Next, a method for measuring the water content of the fine aggregate sample 26 using the apparatus shown in FIG. 1 will be described. First, the phase delay of the microwave at both ends of the microwave propagation path of the waveguide 10 including the empty falling vessel 12 is measured by the phase delay detector 20a, and the measured value is stored in the memory 20b (FIG. 2). (A) Step 1). Next, in a state where the fine aggregate sample 26 having a known moisture content is allowed to flow downward from above into the falling container 12 from the sample input device 28 with the shutter 24 opened, the phase lag at both ends of the waveguide 10 is performed. Is measured by the phase delay detector 20a, and the phase delay of the propagation path including the empty falling vessel 12 stored in the memory 20b is subtracted from the phase delay measured by the calculator 20c, and the calculated value is used as a measured value as an XT recorder. 22 and is recorded over time. Moreover, since the mass per unit time of the flowing fine aggregate sample 26 changes, the average value of the phase lag recorded in the XT recorder 22 is appropriately calculated, and this is used to calculate the phase lag of the fine aggregate sample 26 at the water content. This is delayed (step 2 in FIG. 2A). Here, in the output of the arithmetic unit 20c, the phase delay caused by the empty falling container 12 and the like has already been corrected, and the phase delay caused only by the flowing fine aggregate sample 26 is output as a measured value. Then, the mass of the fine aggregate sample 26 flowing down and stored in the sample receiving container 30 is measured by the weight measuring device 32 (step 3 in FIG. 2A). Further, the time required for the fine aggregate sample 26 having this mass to flow down is obtained from the record of the XT recorder 22, and the flow rate of the fine aggregate sample 26 at the water content is appropriately calculated (FIG. 2 (a) step). Four). Further, the flow rate when the same fine aggregate sample 26 in the completely dried state is caused to flow down the falling container 12 is measured in advance, and the flow rate obtained in step 4 of FIG. Is obtained as a flow rate correction value (step 5 in FIG. 2A). The phase delay obtained in step 2 of FIG. 2A is corrected using the flow rate correction value α, and the corrected phase delay is calculated (step 6 of FIG. 2A). Then, the known water content is variously changed in the range of the wet state, and the phase lag corrected by each fine aggregate sample 26 is measured until a predetermined number of measured values enough to write a graph showing the characteristics are obtained. Repeat (Step 7 in FIG. 2A). Once a predetermined number of measured values have been obtained, a graph of the moisture content versus the corrected phase lag characteristic is created from these data, as shown in FIG. 4 (step 8 in FIG. 2 (a)). The known moisture content may be obtained, for example, by setting the fine aggregate sample 26 in a completely dry state and injecting water into the fine aggregate sample 26 at a predetermined rate.
[0014]
By the way, the characteristic of the water content versus the phase lag measured in step 2 of FIG. 2A is a graph as shown in FIG. 3, and the water content is not uniquely determined with respect to the phase lag. In the wet state, the surface water increases as the water content increases, and the adhesion between the particles of the fine aggregate sample 26 increases. As a result, the higher the water content, the more difficult it is for the fine aggregate sample 26 to flow down in the flow-down container 12, and the lower the flow rate from the top to the bottom is reduced. Therefore, the phase lag is converted in steps 3 to 6 in FIG. 2A by assuming that the flow rate of the water content in the flow-down vessel 12 is such that it can flow down in a completely dry state. By this conversion, the difference in the flow rate due to the difference in the water content can be corrected, the characteristics of the water content and the corrected phase lag at the same flow rate are obtained, and the characteristics as shown in FIG. 4 are obtained. In the characteristic shown in FIG. 4, the moisture content is uniquely determined with respect to the corrected phase delay.
[0015]
Next, the operation of measuring the water content of the fine aggregate sample 26 whose water content is unknown using the graph of the water content versus the corrected phase lag characteristic thus created will be described. First, the phase delay at both ends of the propagation path including the empty falling vessel 12 is measured (step 1 in FIG. 2B), and data for correcting the measurement value output from the calculator 20c of the phase meter 20 is obtained. Get. Then, the fine aggregate sample 26 having an unknown water content is allowed to flow down from the sample input container 28 to the falling container 12, and the phase delay caused by the fine aggregate sample 26 is recorded with the XT recorder 22 with time, and the average of the changing phase delay is recorded. The value is calculated (step 2 in FIG. 2B). Then, for the fine aggregate sample 26 having an unknown water content, the measured phase delay is calculated to the corrected phase delay in the same manner as in steps 3 to 6 in FIG. 2A (FIG. 2B). Steps 3-6). Then, the phase lag obtained and corrected in step 6 of FIG. 2B is compared with the water content of the fine aggregate sample 26 prepared in advance by the process of FIG. The water content is determined by referring to the graph (step 7 in FIG. 2B).
[0016]
In this manner, by previously creating a graph of the moisture content versus the corrected phase lag characteristic as shown in FIG. 4 for each fine aggregate sample 26, the fine aggregate having an unknown moisture content that is carried into a factory or the like is prepared. The water content of the sample 26 can be quickly measured in a flowing state.
[0017]
By the way, in order to incorporate the device for measuring the moisture content of fine aggregate for concrete of the present invention as described above between a storage bin in a factory or the like and a weighing bin, the storage bin acts as a sample input container 28, It can be easily understood that the bottle may be made to function as the sample receiving container 30 and the weighing device 32.
[0018]
In the description of the above embodiment, the phase meter 20 corrects the phase lag due to the propagation path including the empty flow-down container 12, and the fine aggregate sample flowing down the flow-down container 12 from above to below from the phase meter 20. 26 is output as a measured value, but the present invention is not limited to this. The phase delay at both ends of the waveguide 10 is directly recorded in the XT recorder 22, and the average value calculated from the recorded measured value is used. Therefore, the phase delay of the propagation path including the empty falling container 12 measured separately may be subtracted. In this case, the phase delay of the propagation path including the empty flow-down vessel 12 may be made before or after the fine aggregate sample 26 flows down. Further, the phase delay measured by the phase meter 20 is recorded with time, so long as the average value of the phase delay due to the flow of the fine aggregate sample 26 and the time required for the flow can be measured, and the recording is not limited to the recording to the XT recorder 22. Instead, the measurement value output from the phase meter 20 may be sampled and recorded in a computer or the like. Furthermore, in the above-described embodiment, a description has been given of creating a graph of the water content versus the phase lag characteristic corrected in advance. However, the present invention is not limited to this, and data capable of creating a graph is stored in a computer or the like, and the unknown moisture content is stored. The moisture content may be appropriately calculated by a computer or the like from the phase delay measured from the fine aggregate sample 26 and the mass thereof.
[0019]
【The invention's effect】
The method for measuring the water content of fine aggregate for concrete and the apparatus used for measuring the water content of the present invention have the following special effects.
[0020]
In the method for measuring the moisture content of fine aggregate for concrete according to claims 1 and 2, the unknown moisture content can be measured in a state where the fine aggregate sample flows downward from above, and the fine aggregate can be measured. The moisture content can be measured for the entire amount of the sample.
[0021]
In the apparatus for measuring the moisture content of fine aggregate for concrete according to claims 3 and 4, the unknown moisture content can be measured in a state where the fine aggregate sample flows down from above to below. It can be incorporated during the concrete manufacturing process.
[Brief description of the drawings]
FIG. 1 is a configuration diagram of an embodiment of an apparatus used for measuring the water content of fine aggregate for concrete according to the present invention.
FIG. 2 is a flowchart for explaining the operation of obtaining the water content of the embodiment of the method for measuring the water content of fine aggregate for concrete using the apparatus shown in FIG. 1; It is a flowchart which produces | generates the graph of the obtained phase delay characteristic, and (b) is a flowchart which calculates | requires the unknown moisture content of a fine aggregate sample.
FIG. 3 is a graph of a water content versus a phase lag characteristic of a fine aggregate sample flowing down.
FIG. 4 is a graph of moisture content versus corrected phase lag characteristics for a flowing fine aggregate sample.
[Explanation of symbols]
REFERENCE SIGNS LIST 10 waveguide 12 falling container 14 isolator 16 microwave oscillator 18 probe 20 phase meter 20 a phase delay detector 20 b memory 20 c arithmetic unit 22 XT recorder 24 shutter 26 fine aggregate sample 28 sample input container 30 sample receiving container 32 weighing device

Claims (4)

誘電材からなり縦軸方向に配設された筒状の空の流下容器に横方向からマイクロ波を透過させ、この空の流下容器を含む前記マイクロ波の伝搬径路による位相遅れを補正して位相計の測定値を零に調整し、前記流下容器内に細骨材試料を流下させて前記位相計で測定するとともに、この変化する測定値を時間とともに記録手段に記録し、変化する測定値の平均値を演算してこれを前記細骨材試料による位相遅れとし、前記流下された細骨材試料の質量を重量測定手段で測定し、この質量と前記流下に要した時間から前記細骨材試料の流量を演算し、この流量と予め絶乾状態とされた前記細骨材試料が前記流下容器を流下し得る流量とから補正値を演算し、この補正値と前記細骨材試料による位相遅れとから補正された位相遅れを演算し、既知の含水率の細骨材試料を用いて予め前記工程を経て作成された含水率対補正された位相遅れ特性データに前記補正された位相遅れを照らして含水率を求めることを特徴としたコンクリート用細骨材の含水率測定方法。The microwave is transmitted from the lateral direction to a cylindrical empty falling container made of a dielectric material and arranged in the vertical direction, and the phase is corrected by correcting the phase delay due to the propagation path of the microwave including the empty falling container. The measured value of the meter is adjusted to zero, the fine aggregate sample is caused to flow down into the falling container, and measured by the phase meter.The changing measured value is recorded in the recording means with time, and the changing measured value is measured. Calculate the average value and use this as the phase lag by the fine aggregate sample, measure the mass of the flowed fine aggregate sample by weight measuring means, and calculate the fine aggregate from the mass and the time required for the flow. A flow rate of the sample is calculated, and a correction value is calculated from the flow rate and a flow rate at which the fine aggregate sample previously dried to flow down the falling container, and the correction value and the phase by the fine aggregate sample are calculated. Calculate the corrected phase delay from the delay and Using a fine aggregate sample having a water content, and calculating the water content by illuminating the corrected phase lag characteristic data with the corrected phase lag characteristic data prepared in advance through the above process. Method for measuring moisture content of aggregate. 誘電材からなり縦軸方向に配設された筒状の流下容器に横方向からマイクロ波を透過させて前記マイクロ波の伝搬径路による位相遅れを位相計で測定し、前記流下容器内に細骨材試料を流下させて前記伝搬径路による位相遅れを前記位相計で測定するとともに、この変化する測定値を時間とともに記録手段に記録し、変化する測定値の平均値を演算し、この平均値から前記空の流下容器を含む伝搬径路の位相遅れを差し引いて前記細骨材試料による位相遅れを演算し、前記流下された細骨材試料の質量を重量測定手段で測定し、この質量と前記流下に要した時間から前記細骨材試料の流量を演算し、この流量と予め絶乾状態とされた前記細骨材試料が前記流下容器を流下し得る流量とから補正値を演算し、この補正値と前記演算された細骨材試料による位相遅れとから補正された位相遅れを演算し、既知の含水率の細骨材試料を用いて予め前記工程を経て作成された含水率対補正された位相遅れ特性データに前記補正された位相遅れを照らして含水率を求めることを特徴としたコンクリート用細骨材の含水率測定方法。Microwaves are transmitted from the lateral direction to a cylindrical flow-down container made of a dielectric material and arranged in the vertical direction, and the phase delay due to the microwave propagation path is measured by a phase meter, and the fine bone is placed in the flow-down container. A material sample is caused to flow down, and the phase lag due to the propagation path is measured by the phase meter, and the changed measurement value is recorded in a recording unit with time, and the average value of the changed measurement value is calculated. The phase delay of the fine aggregate sample is calculated by subtracting the phase delay of the propagation path including the empty falling container, the mass of the flowed fine aggregate sample is measured by weight measuring means, and this mass and the flow Calculate the flow rate of the fine aggregate sample from the time required, and calculate a correction value from this flow rate and the flow rate at which the fine aggregate sample that has been previously dried out can flow down the falling container. Value and the calculated fine aggregate The phase lag is calculated from the phase lag due to the material and the phase lag is corrected to the corrected phase lag characteristic data with respect to the moisture content previously created through the above-described process using a fine aggregate sample having a known moisture content. A method for measuring the water content of fine aggregate for concrete, characterized in that the water content is determined in light of phase lag. 誘電材からなり縦軸方向に配設された筒状の流下容器と、この流下容器の上方に設けられシャッタにより開閉自在で前記流下容器内に細骨材試料を流下させる試料投入手段と、前記流下容器の下方に設けられて流下する前記細骨材試料を受ける試料受け手段と、この試料受け手段に受けられた前記細骨材試料の質量を測定する重量測定手段と、前記流下容器が介装される導波管と、前記導波管の一端にマイクロ波を入射するマイクロ波発振器と、前記導波管の他端で伝搬された前記マイクロ波をピックアップするプローブと、前記流下容器に前記細骨材試料が上方から下方へ流下されている状態で前記導波管の一端に入射されたマイクロ波に対して前記導波管の他端に伝搬してピックアップされるマイクロ波の位相遅れを測定するとともに、この測定された位相遅れから前記流下容器が空の状態で前記導波管の一端から他端に伝搬されるマイクロ波の位相遅れを差し引いて補正して、前記細骨材試料による位相遅れのみを出力する位相計と、この位相計から出力される測定値を前記試料投入手段にあった前記細骨材試料が前記試料受け手段に流下するのに要する時間とともに記録する記録手段と、を備えて構成することを特徴としたコンクリート用細骨材の含水率測定に用いる装置。A cylindrical flow-down container made of a dielectric material and disposed in the longitudinal direction, and a sample input means provided above the flow-down container and capable of opening and closing a fine aggregate sample into the flow-down container by a shutter and capable of being opened and closed, and A sample receiving means provided below the falling container for receiving the fine aggregate sample flowing down; a weight measuring means for measuring the mass of the fine aggregate sample received by the sample receiving means; A waveguide to be mounted, a microwave oscillator for injecting a microwave into one end of the waveguide, a probe for picking up the microwave propagated at the other end of the waveguide, and a In the state where the fine aggregate sample is flowing downward from above, the phase lag of the microwave propagating to the other end of the waveguide and being picked up with respect to the microwave incident at one end of the waveguide is described. Measure and From the measured phase lag, the phase lag of the microwave propagated from one end of the waveguide to the other end is corrected by subtracting the phase lag of the microwave from the one end of the waveguide in an empty state, and only the phase lag by the fine aggregate sample is corrected. A phase meter for outputting, and recording means for recording the measured value output from the phase meter together with the time required for the fine aggregate sample in the sample input means to flow down to the sample receiving means. An apparatus for measuring the water content of fine aggregate for concrete, characterized by comprising. 誘電材からなり縦軸方向に配設された筒状の流下容器と、この流下容器の上方に設けられシャッタにより開閉自在で前記流下容器内に細骨材試料を流下させる試料投入手段と、前記流下容器の下方に設けられて流下する前記細骨材試料を受ける試料受け手段と、この試料受け手段に受けられた前記細骨材試料の質量を測定する重量測定手段と、前記流下容器が介装される導波管と、前記導波管の一端にマイクロ波を入射するマイクロ波発振器と、前記導波管の他端で伝搬された前記マイクロ波をピックアップするプローブと、前記流下容器に前記細骨材試料が上方から下方へ流下されている状態および前記流下容器の空の状態で前記導波管の一端に入射されたマイクロ波に対して前記導波管の他端に伝搬してピックアップされるマイクロ波の位相遅れをそれぞれ測定してそのまま出力する位相計と、この位相計から出力される前記細骨材試料が流下する状態の測定値を前記試料投入手段にあった前記細骨材試料が前記試料受け手段に流下するのに要する時間とともに記録する記録手段と、を備えて構成することを特徴としたコンクリート用細骨材の含水率測定に用いる装置。A cylindrical flow-down container made of a dielectric material and disposed in the longitudinal direction, and a sample input means provided above the flow-down container and capable of opening and closing a fine aggregate sample into the flow-down container by a shutter and capable of being opened and closed, and A sample receiving means provided below the falling container for receiving the fine aggregate sample flowing down; a weight measuring means for measuring the mass of the fine aggregate sample received by the sample receiving means; A waveguide to be mounted, a microwave oscillator for injecting a microwave into one end of the waveguide, a probe for picking up the microwave propagated at the other end of the waveguide, and a Microwaves incident on one end of the waveguide are propagated to the other end of the waveguide in a state where the fine aggregate sample is flowing downward from above and in an empty state of the falling container, and are picked up. Microwave A phase meter for measuring the phase lag and outputting the phase aggregate as it is, and the fine aggregate sample output from the phase meter in a state where the fine aggregate sample flows down is in the sample receiving means. Recording means for recording the time required to flow down to the means, and an apparatus used for measuring the moisture content of fine aggregate for concrete.
JP03429595A 1995-01-31 1995-01-31 Method for measuring moisture content of fine aggregate for concrete and apparatus used for measuring moisture content Expired - Fee Related JP3593377B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP03429595A JP3593377B2 (en) 1995-01-31 1995-01-31 Method for measuring moisture content of fine aggregate for concrete and apparatus used for measuring moisture content

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP03429595A JP3593377B2 (en) 1995-01-31 1995-01-31 Method for measuring moisture content of fine aggregate for concrete and apparatus used for measuring moisture content

Publications (2)

Publication Number Publication Date
JPH08201315A JPH08201315A (en) 1996-08-09
JP3593377B2 true JP3593377B2 (en) 2004-11-24

Family

ID=12410175

Family Applications (1)

Application Number Title Priority Date Filing Date
JP03429595A Expired - Fee Related JP3593377B2 (en) 1995-01-31 1995-01-31 Method for measuring moisture content of fine aggregate for concrete and apparatus used for measuring moisture content

Country Status (1)

Country Link
JP (1) JP3593377B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI20002280A7 (en) * 2000-10-16 2002-04-17 Consolis Tech Oy Ab Method and apparatus for determining the moisture content and workability of granular material
FI120604B (en) * 2001-10-31 2009-12-15 Consolis Technology Oy Ab Method for improving the accuracy of moisture measurement based on electrical properties or electromagnetic wave motion
CN107917853B (en) * 2017-11-22 2020-03-17 安徽理工大学 Aeration concentration measuring device and method
CN110567990B (en) * 2019-09-25 2020-08-11 北京建筑材料科学研究总院有限公司 Concrete fine aggregate moisture content on-line measuring device and concrete production system

Also Published As

Publication number Publication date
JPH08201315A (en) 1996-08-09

Similar Documents

Publication Publication Date Title
CN1204394C (en) Method and device for detecting dielectric properties of at least one substance
US5369369A (en) Determination of carbon in a fly ash sample through comparison to a reference microwave attenuation and phase shift
WO1990003568A1 (en) Determination of carbon in fly ash
JP3593377B2 (en) Method for measuring moisture content of fine aggregate for concrete and apparatus used for measuring moisture content
CN100473980C (en) Method for determining the humidity and density of a dielectric material
Kraszewski Microwave instrumentation for moisture content measurement
JP3718229B2 (en) Method and apparatus for continuously detecting the moisture content of loose materials
AU707663B2 (en) Determining the dielectric properties of wood
JP3593376B2 (en) Method for measuring moisture content of fine aggregate for concrete
JP2000346695A (en) Method for measuring fill level of container and device for executing measurement method
US4319491A (en) Method and apparatus for determining at least one component of a sample of grain, seed, or another particulate material
US4358731A (en) Apparatus and method for moisture measurement
US3499499A (en) Weighing of materials with microwave testing of moisture content
WO2021033636A1 (en) Production method and production device for cylindrical heating-type smoking article
GB1068166A (en) Method of and apparatus for measuring moisture content of granular materials
FI120604B (en) Method for improving the accuracy of moisture measurement based on electrical properties or electromagnetic wave motion
EP1226424B1 (en) An apparatus for measuring the unburnt residuals in coal ashes and a method for employing the apparatus
SU1728765A1 (en) Method for measuring humidity of solid and loose materials
SU748140A1 (en) Apparatus for correcting mass of material according to its humidity
RU1837210C (en) Frequency method of sedimentation analysis of suspensions
JPH112612A (en) Method and device for measuring quantity of unburned carbon in particle
SU1013829A1 (en) Uhf device for measuring humidity
SU1056029A1 (en) Method of measuring humidity
JPS59133431A (en) Apparatus for measuring powder flow rate using microwave
JPS649574B2 (en)

Legal Events

Date Code Title Description
A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20040518

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20040713

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20040817

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20040830

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080903

Year of fee payment: 4

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090903

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100903

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110903

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120903

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120903

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130903

Year of fee payment: 9

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees