JPS6313710A - Method of deciding state of kneading of cement - Google Patents
Method of deciding state of kneading of cementInfo
- Publication number
- JPS6313710A JPS6313710A JP15804886A JP15804886A JPS6313710A JP S6313710 A JPS6313710 A JP S6313710A JP 15804886 A JP15804886 A JP 15804886A JP 15804886 A JP15804886 A JP 15804886A JP S6313710 A JPS6313710 A JP S6313710A
- Authority
- JP
- Japan
- Prior art keywords
- cement
- mixed
- kneading
- distribution
- determining
- 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.)
- Pending
Links
- 239000004568 cement Substances 0.000 title claims description 44
- 238000004898 kneading Methods 0.000 title claims description 16
- 238000000034 method Methods 0.000 title claims description 16
- 239000000126 substance Substances 0.000 claims description 22
- 239000000463 material Substances 0.000 claims description 13
- 239000000203 mixture Substances 0.000 claims description 4
- 238000005070 sampling Methods 0.000 claims 2
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- QSHDDOUJBYECFT-UHFFFAOYSA-N mercury Chemical compound [Hg] QSHDDOUJBYECFT-UHFFFAOYSA-N 0.000 description 3
- 229910052753 mercury Inorganic materials 0.000 description 3
- AKYHKWQPZHDOBW-UHFFFAOYSA-N (5-ethenyl-1-azabicyclo[2.2.2]octan-7-yl)-(6-methoxyquinolin-4-yl)methanol Chemical compound OS(O)(=O)=O.C1C(C(C2)C=C)CCN2C1C(O)C1=CC=NC2=CC=C(OC)C=C21 AKYHKWQPZHDOBW-UHFFFAOYSA-N 0.000 description 2
- 239000001576 FEMA 2977 Substances 0.000 description 2
- LOUPRKONTZGTKE-UHFFFAOYSA-N cinchonine Natural products C1C(C(C2)C=C)CCN2C1C(O)C1=CC=NC2=CC=C(OC)C=C21 LOUPRKONTZGTKE-UHFFFAOYSA-N 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005259 measurement Methods 0.000 description 2
- 230000003287 optical effect Effects 0.000 description 2
- 229960003110 quinine sulfate Drugs 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 101000613598 Carica papaya Caricain Proteins 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- NJDNXYGOVLYJHP-UHFFFAOYSA-L disodium;2-(3-oxido-6-oxoxanthen-9-yl)benzoate Chemical compound [Na+].[Na+].[O-]C(=O)C1=CC=CC=C1C1=C2C=CC(=O)C=C2OC2=CC([O-])=CC=C21 NJDNXYGOVLYJHP-UHFFFAOYSA-L 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- -1 gravel Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000011179 visual inspection Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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】
〈産業上の利用分野〉
この発明はセメントの混練状況を判定するセメントの混
練状態判定方法に関する。DETAILED DESCRIPTION OF THE INVENTION <Industrial Application Field> The present invention relates to a method for determining the mixing state of cement.
〈従来の技術〉
建築物、構造物の構造材料として用いられるコンクリー
トは、セメント、砂利、砂、水などを適当な割合で混合
し、しかもミキサーなどにより十分に混練して、各材料
が全体に均一に分布するようにしており、これによって
設計通りの圧縮強度、その他の諸特性を得ている。<Conventional technology> Concrete, which is used as a structural material for buildings and structures, is made by mixing cement, gravel, sand, water, etc. in appropriate proportions, and thoroughly kneading it with a mixer etc. so that each material is incorporated into the whole. It is distributed uniformly, thereby achieving compressive strength and other properties as designed.
そして、このコンクリートの混練状況を管理する方法と
して、JIS規格にもとづく骨材の粒度測定方法による
ものがある。これはセメントとともに混練した粒度の大
きい砂利などの分布を′d111定することにより、そ
のセメントの混練状態を判定するものであり、この測定
方法は比較的容易に実施可能である。As a method for controlling the mixing condition of concrete, there is a method of measuring the particle size of aggregate based on the JIS standard. This method determines the mixing state of cement by determining the distribution of large-grained gravel mixed with cement, and this measuring method can be implemented relatively easily.
〈発明が解決しようとする問題点〉
しかしながら、このようなコンクリートを除く、セメン
トと粒度の小さい混和物との混練状況は、上記JIS規
格に基づく方法では判定不可能であるばかりか、目視に
よる判定や通常の測定器による判定も、その結果に信頼
性がなく、未だセメントの混練状況の性格な判定方法が
ないなどの問題点があった。<Problems to be Solved by the Invention> However, the mixing status of cement and small-grain mixtures other than concrete cannot be determined by the method based on the above JIS standard, and it is difficult to judge by visual inspection. Judgment using ordinary measuring instruments also has problems such as the results are not reliable and there is still no reliable method for judging the mixing status of cement.
この発明はかかる従来の問題点を解決するためになされ
たものであり、セメントに混入した蛍光物質の分布状況
を測定することによって、そのセメントの混練状態を自
動的に、しかも高精度に測定できるセメントの混練状態
判定方法を提供することを目的とする。This invention was made to solve these conventional problems, and by measuring the distribution of fluorescent substances mixed into cement, it is possible to automatically and highly accurately measure the mixing state of cement. The purpose of this invention is to provide a method for determining the mixing state of cement.
く問題点を解決するための手段〉
この発明にかかるセメントの混練状態判定方法は、セメ
ントまたはこのセメントと混和させる混和物等に蛍光物
質を混入した後、これらを所定時間混練し、この混練し
たセメント中の上記蛍光物質の分布状況を、ミキサーに
おけるセメント又は地盤改良におけるセメントを含む改
良物質からサンプリングし、蛍光光度計を用いて混練状
況を測定するものである。Means for Solving the Problems> The method for determining the mixing state of cement according to the present invention is to mix a fluorescent substance into cement or a mixture to be mixed with the cement, and then knead them for a predetermined period of time. The distribution of the fluorescent substance in cement is sampled from cement in a mixer or an improved material containing cement in soil improvement, and the kneading state is measured using a fluorometer.
く作用〉
この発明における蛍光物質の分布状況の測定では、混練
したセメントを複数箇所から少量ずつを無作為的に取出
し、これらに含まれる蛍光物質量を蛍光光度計で測定し
、こうして測定した各光度差を比較するものであり、こ
れにより、上記セメントの混練度を判定するようにして
いる。In order to measure the distribution of fluorescent substances in this invention, small amounts of kneaded cement are randomly taken out from multiple locations, and the amount of fluorescent substances contained in these is measured using a fluorometer. The difference in luminosity is compared, and the degree of kneading of the cement is determined based on this.
〈発明の実施例〉 以下に、この発明の実施例を図面について説明する。<Embodiments of the invention> Embodiments of the invention will be described below with reference to the drawings.
第1図はこの発明の混練状態判定方法の実施に用いる蛍
光光度計のブロック接続図であり、1は電源用コンセン
ト、2は磁気漏れ変圧器等を含むエクサイタ、3は水銀
ランプ、4は蛍光分析用のフィルタ、5は受光手段たる
交流式の光電子増倍管、6はランプ、7はメータである
。また、フィルタ4と光電子増倍管5との間には、測定
試料たる混練したセメントを入れる試料設置部8が設け
られる。FIG. 1 is a block connection diagram of a fluorometer used for carrying out the kneading state determination method of the present invention, in which 1 is a power outlet, 2 is an exciter including a magnetic leakage transformer, etc., 3 is a mercury lamp, and 4 is a fluorescence A filter for analysis, 5 an AC photomultiplier tube serving as a light receiving means, 6 a lamp, and 7 a meter. Further, a sample installation section 8 is provided between the filter 4 and the photomultiplier tube 5, into which kneaded cement, which is a measurement sample, is placed.
かかる蛍光光度計では、エクサイタ2の電圧によって励
起された水銀ランプが点灯すると、この点灯光線が蛍光
波長選択用のフィルタ4を通って試料たる試料設置部8
上のセメントに均一に投射され、このセメント中の蛍光
物質によって強く励起された光線が光電子増倍管5に入
射する。光電子増倍管では複数の光電子放射面における
二次電子放射によって、上記入射した光線中の光電子を
増倍し、これをアンプ6にて電圧増幅する。そして、上
記蛍光物質量に応じたその電圧値をメータ7に表示する
。かかる作業を繰り返すことにより、複数の試料(セメ
ント)について蛍光物質量の分布状況を判定し、従って
、セメントの混練状態を判定できる。この場合において
、試料H1ilff部8は複数の試料を各別に5しかも
同時に載置できるようにするとともに、これらの各試料
を光路上に出入できるように構成すれば、上記作業が容
易化されることになる。In such a fluorometer, when a mercury lamp excited by the voltage of an exciter 2 is turned on, the lighting light passes through a filter 4 for selecting a fluorescence wavelength and passes through a sample installation section 8 which is a sample.
A light beam uniformly projected onto the cement above and strongly excited by the fluorescent substance in the cement enters the photomultiplier tube 5. In the photomultiplier tube, the photoelectrons in the incident light beam are multiplied by secondary electron emission on a plurality of photoelectron emission surfaces, and the voltage is amplified by the amplifier 6. Then, the voltage value corresponding to the amount of the fluorescent substance is displayed on the meter 7. By repeating this operation, it is possible to determine the distribution of the amount of fluorescent substance for a plurality of samples (cement), and therefore, the kneading state of the cement. In this case, if the sample H1ilff unit 8 is configured to be able to place a plurality of samples individually and at the same time, and to allow each of these samples to be moved in and out of the optical path, the above work will be facilitated. become.
この場合において、セメント中に混入する蛍光物質とし
て、0.1〜50ppmのフローレッセン(商品名、ウ
ラニンAなど)や0.5〜100PPIIIの硫酸キニ
ーネなどが用いられる。In this case, 0.1 to 50 ppm of florescen (trade name, Uranine A, etc.) and 0.5 to 100 PPIII of quinine sulfate are used as fluorescent substances mixed into the cement.
次に、セメントの混練状況の判定から排出までの処理工
程を、第2図のフローチャートについて説明する。Next, the processing steps from determining the cement mixing state to discharging the cement will be explained with reference to the flowchart of FIG. 2.
まず、ミキサー内にセメントおよびこのセメントに混和
する混和物とともに、これらの総量に対する所定比の上
記フローレッセンや硫酸キニーネなどの蛍光物質を添加
して(ステップIS)、これらをミキサーによって混練
する(ステップ2S)。First, fluorescent substances such as florescene and quinine sulfate are added in a predetermined ratio to the total amount of cement and an admixture to be mixed with this cement in a mixer (Step IS), and these are kneaded by the mixer (Step IS). 2S).
こうして混練が行われ、所定時間経過したところで、こ
の混練物の複数部所から少量(一定量)の混練物を無作
為にサンプリングしくステップ3S)、第1図に示す蛍
光光度計を用いて、それぞれの蛍光物質量を光学的に測
定し、続いて、その各測定値を比較する(ステップ4S
)。この比較によって、測定値が均一であるか否かが判
定され(ステップ5S)、均一である場合には、上記セ
メント(混練物)をミキサーから排出して(ステップ6
S)、所定の施工現場に供される。一方、ステップ5S
で均一でないと判定された場合には、引き続きステップ
28以下の処理を繰り返すことになる。The kneading is carried out in this manner, and after a predetermined period of time has elapsed, a small amount (certain amount) of the kneaded material is randomly sampled from multiple parts of the kneaded material (Step 3S), using a fluorometer shown in FIG. The amount of each fluorescent substance is optically measured, and the measured values are then compared (step 4S).
). Through this comparison, it is determined whether the measured values are uniform (step 5S), and if they are uniform, the cement (kneaded material) is discharged from the mixer (step 6).
S), provided to the designated construction site. On the other hand, step 5S
If it is determined that the pattern is not uniform, the processing from step 28 onwards will be repeated.
なお、この場合において、測定値の比較はミキサーに一
体または別体の上記メータ7の読みに従って実施できる
。In this case, the comparison of the measured values can be carried out according to the readings of the meter 7, which is integrated or separate from the mixer.
また、かかる上記測定値の比較によれば、ミキサーにお
けるセメントの混練時間、混練方法の良否の判定にも利
用できる。In addition, the comparison of the above-mentioned measured values can be used to determine the kneading time of cement in the mixer and the quality of the kneading method.
さらに、本発明は地盤改良で地盤中に改良物質が均一に
分布しているかの品質管理にも利用できる。すなわち、
この場合には、ミキサーを用いずに、オーガ等によって
穿設した軟弱地盤中の穴の中に、セメントその他の地盤
改良材とともに骨材および蛍光物質を一緒に混入し、混
練した後、硬化した上記改良物質の少量を無作為に複数
個所からサンプリングを行って、上記同様の光学測定に
よる測定値が均一か否かを判定することもでき、均一の
場合には上記混練を直ちに中止すれば、所期の地盤改善
効果を得ることができるものである。Furthermore, the present invention can also be used for quality control of soil improvement to check whether the improving substance is evenly distributed in the ground. That is,
In this case, instead of using a mixer, aggregate and fluorescent material are mixed together with cement and other ground improvement materials into a hole in the soft ground drilled with an auger, etc., and after being kneaded, hardened It is also possible to sample a small amount of the above-mentioned improving substance from multiple locations at random and determine whether the measured values by optical measurement similar to the above are uniform or not, and if the above-mentioned kneading is immediately stopped if the values are uniform. It is possible to obtain the desired ground improvement effect.
加えて、混練が完全であるときの上記測定値を基準値と
して、これを記憶装置にメモリさせておき、この基準値
を参照して、上記サンプリングした混練物の以後の所定
値の合格、不合格を、マイクロコンピュータのマイクロ
プロセッサによって処理演算させ、その結果をCRTデ
ィスプレイ上に表示させるようにすることもでできる。In addition, the above-mentioned measured value when the kneading is complete is used as a reference value, and this is stored in the storage device, and this reference value is referred to to determine whether or not the predetermined value of the sampled kneaded product passes or fails thereafter. It is also possible to have a microprocessor of a microcomputer process and calculate the result and display the result on a CRT display.
〈発明の効果〉
以上説明したように、この発明によれば、セメント等に
蛍光物質を予め混入しておき、混練後夕景ずつサンプリ
ングし、各サンプリングした混練物中の蛍光物質の測定
値のばらつき具合を判別するようにしたので、混練物た
るセメントを含む物質の混練状況を容易かつ確実に判定
でき、必要とする強度、その他の所要の特性を持った構
造物の構築が可能になるなどの効果が得られる。<Effects of the Invention> As explained above, according to the present invention, a fluorescent substance is mixed in cement etc. in advance, and after kneading, samples are taken for each evening view, and variations in the measured values of the fluorescent substance in each sampled kneaded material are reduced. This makes it possible to easily and reliably judge the mixing status of substances including cement, which is the kneading material, making it possible to construct structures with the required strength and other required properties. Effects can be obtained.
第1図はこの発明の実施に用いる蛍光光度計のブロック
接続図、第2図はセメントの混練処理のフローチャート
である。
1・・電源用コンセント、2・・エクサイタ、3・・水
銀ランプ、4・・フィルタ、5°°光電光電倍増、6・
・ランプ、7・・メータ、8・・試料設置部。FIG. 1 is a block diagram of a fluorometer used for carrying out the present invention, and FIG. 2 is a flowchart of cement kneading processing. 1.Power outlet, 2.Exciter, 3.Mercury lamp, 4.Filter, 5°°photoelectric photoelectric multiplication, 6.
・Lamp, 7...Meter, 8...Sample installation part.
Claims (1)
蛍光物質を混入して、これらを所定時間混練し、この混
練したものの中の上記蛍光物質の分布状況を蛍光光度計
により測定することを特徴とするセメントの混練状態判
定方法。 2)混練したミキサーにおけるセメント中の蛍光物質の
分布状況は、混練した上記セメントの少量を無作為的に
複数箇所からサンプリングし、このサンプリングした各
セメント中に含まれる蛍光物質の検出値を比較すること
により判定することを特徴とする特許請求の範囲第1項
に記載のセメントの混練状態判定方法。 3)混練した地盤改良におけるセメントを含む改良物質
中の蛍光物質の分布状況は、上記改良物質の少量を無作
為に複数個所からサンプリングした改良物質中に含まれ
る蛍光物質の検出値を比較することにより判定すること
を特徴とする特許請求の範囲第1項に記載のセメントの
混練状態判定方法。[Claims] 1) A fluorescent substance is mixed into cement or a mixture to be mixed with the cement, and the mixture is kneaded for a predetermined period of time, and the distribution of the fluorescent substance in the kneaded product is measured using a fluorometer. A method for determining the mixing state of cement, the method comprising: measuring the mixing state of cement; 2) The distribution of fluorescent substances in the cement in the mixed mixer is determined by randomly sampling a small amount of the mixed cement from multiple locations and comparing the detected values of the fluorescent substances contained in each of the sampled cements. The method for determining the kneading state of cement according to claim 1, characterized in that the determination is made by: 3) The distribution of fluorescent substances in the improved material including cement in the mixed ground improvement can be determined by comparing the detected values of the fluorescent substances contained in the improved material obtained by randomly sampling small amounts of the improved material from multiple locations. The method for determining the kneading state of cement according to claim 1, characterized in that the determination is made by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15804886A JPS6313710A (en) | 1986-07-07 | 1986-07-07 | Method of deciding state of kneading of cement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15804886A JPS6313710A (en) | 1986-07-07 | 1986-07-07 | Method of deciding state of kneading of cement |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6313710A true JPS6313710A (en) | 1988-01-21 |
Family
ID=15663154
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15804886A Pending JPS6313710A (en) | 1986-07-07 | 1986-07-07 | Method of deciding state of kneading of cement |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6313710A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11815600B2 (en) | 2012-10-05 | 2023-11-14 | Faro Technologies, Inc. | Using a two-dimensional scanner to speed registration of three-dimensional scan data |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4918834A (en) * | 1972-06-15 | 1974-02-19 |
-
1986
- 1986-07-07 JP JP15804886A patent/JPS6313710A/en active Pending
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4918834A (en) * | 1972-06-15 | 1974-02-19 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11815600B2 (en) | 2012-10-05 | 2023-11-14 | Faro Technologies, Inc. | Using a two-dimensional scanner to speed registration of three-dimensional scan data |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Miller-Ihli | Advances in ultrasonic slurry graphite furnace atomic absorption spectrometry | |
US20230256653A1 (en) | Wide Speed Range Concrete Monitoring Calibration | |
Alderete et al. | Capillary imbibition in mortars with natural pozzolan, limestone powder and slag evaluated through neutron radiography, electrical conductivity, and gravimetric analysis | |
US8305573B2 (en) | Method of monitoring and controlling of mixing processes | |
US5068181A (en) | Method of monitoring reagent delivery in a scanning spectrophotometer | |
Sallehi et al. | Formation factor of fresh cementitious pastes | |
JP3094071B2 (en) | Quality test system for mixed soil | |
JPS6313710A (en) | Method of deciding state of kneading of cement | |
JPH06109723A (en) | Analyzing method for structure of base rock, concrete and the like | |
CN109100265A (en) | A kind of fine aggregate is marched into the arena method for quickly detecting | |
Vandanjon et al. | Homogenisation of concrete in a batch plant: the influence of mixing time and method on the introduction of mineral admixtures | |
JP2996508B2 (en) | Underwater radioactive substance monitoring device | |
RU2111184C1 (en) | Method for quantitatively determining contents of slag and other mineral additives in cements | |
US3606261A (en) | Process for the continuous control of homogenization of a mixture of two or more materials | |
JP4189214B2 (en) | Method for measuring the amount of chloride in fresh concrete | |
JP3325989B2 (en) | Method of forming solidified soil | |
Zahiri et al. | Classification of hardened cement and lime mortar using short-wave infrared spectrometry data | |
JP2010117134A (en) | Method of measuring total amount of alkali in fresh concrete on spot | |
JP4139787B2 (en) | Test method of bentonite content in bentonite mixed soil | |
JP2003329561A (en) | Method for estimating water retention capacity of fine- aggregates and design method of mixing concrete using the same | |
JP2758673B2 (en) | Calibration curve preparation method for high-strength concrete component measurement | |
JP2003083861A (en) | Simple determination method of water-cement ratio | |
JPH10159077A (en) | Strength estimation method of soil to be improved | |
JPH08304384A (en) | Early estimation method for concrete strength | |
RU2212028C1 (en) | Procedure establishing milling fineness of cement |