JP2001116748A - Method for measurement of water content per unit volume freshly mixed concrete by using apparatus for measuring salt content - Google Patents

Method for measurement of water content per unit volume freshly mixed concrete by using apparatus for measuring salt content

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Publication number
JP2001116748A
JP2001116748A JP29436899A JP29436899A JP2001116748A JP 2001116748 A JP2001116748 A JP 2001116748A JP 29436899 A JP29436899 A JP 29436899A JP 29436899 A JP29436899 A JP 29436899A JP 2001116748 A JP2001116748 A JP 2001116748A
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JP
Japan
Prior art keywords
mixed concrete
ready
liquid
mixed
concrete
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
Application number
JP29436899A
Other languages
Japanese (ja)
Inventor
Toshiharu Matsuo
敏治 松尾
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP29436899A priority Critical patent/JP2001116748A/en
Publication of JP2001116748A publication Critical patent/JP2001116748A/en
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Abstract

PROBLEM TO BE SOLVED: To provide a test method in which various performances of concrete can be estimated precisely, quickly and simply in a state that the concrete is freshly mixed concrete in order to construct a good-quality building. SOLUTION: In order to judge various performances of concrete and to grasp the actual state of a change in the quality of freshly mixed concrete, it is optimum to measure a water content per unit volume freshly mixed concrete. As this method for the measurement of water content, two samples from an identical freshly mixed concrete sample are collected. A liquid which contains a salt content is mixed with one sample. A liquid which contains salt in an extremely small amount is mixed with the other sample. The concentration of the salt content is measured by an apparatus to which a salt content sensor is attached. Thereby, the concentration of the salt content can be measured with high accuracy and simply, and the content of a chloride can be measured simultaneously. Interfering ions which disturb the measurement of the salt content exist in the freshly mixed concrete. When the interfering ions are added in advance to the liquid to be used, the influence of the interfering ions can be prevented. When the apparatus is calibrated by the liquid mixed with the freshly mixed concrete or by a liquid whose salt content concentration is identical to that of the liquid, the error of the apparatus or an error due to the factor of the liquid is prevented, and the salt content can be measured precisely.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術利用分野】生コン工場や土木、建築
の工事現場において品質管理および不良工事を防止する
為の抜き打ち検査に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to quality control at a ready-mixed concrete plant, civil engineering, or construction site and to spot inspection for preventing defective construction.

【0002】[0002]

【従来の技術】生コンクリートの検査や品質管理はスラ
ンプ試験および空気量試験で行い、コンクリートの品質
管理は一般に材齢28日の圧縮強度で行われている。ま
た、生コンクリートの塩分が問題視されるようになった
十数年前からは塩分試験も行われるようになり、生コン
クリート用塩分測定器として現在十数種類の測定器が使
用されている。数年前から抜き打ち検査や強度推定の為
に生コンクリートの単位水量を測定する必要性が言わ
れ、特に高度経済成長期に建造された不良構造物が問題
視されるようになってからは単位水量の測定が重要視さ
れるようになった。その試験方法として加熱乾燥法、水
中質量法、アルコール比重計法、塩分濃度法、中性子水
分計法および静電容量法が考えられているが、殆どの試
験方法がまだ実験段階であり、工事現場で抜き打ち試験
を簡便に行える方法はまだ確立されていない。本発明に
最も近い方法は塩分濃度法の中の滴定分析法であり、手
動滴定による方法と自動滴定装置を用いた方法がある。
2. Description of the Related Art Inspection and quality control of ready-mixed concrete are performed by a slump test and an air volume test, and quality control of concrete is generally performed at a compressive strength of 28 days of age. In addition, a salt test has been carried out for more than ten years before the salt content of ready-mixed concrete began to be regarded as a problem, and more than ten types of measuring instruments are currently used as a salt meter for ready-mixed concrete. It has been said for several years that it has been necessary to measure the unit water volume of ready-mixed concrete for spot inspections and strength estimations, especially when defective structures built during the period of high economic growth have been regarded as a problem. The importance of measuring the amount of water has become important. Heat drying method, underwater mass method, alcohol specific gravity method, salt concentration method, neutron moisture meter method and capacitance method are considered as the test methods, but most of the test methods are still in the experimental stage, and the construction site There is no established method for easily performing the punching test. The method closest to the present invention is a titration analysis method in the salt concentration method, and there are a method using manual titration and a method using an automatic titrator.

【0003】[0003]

【発明が解決しようとする課題】良いコンクリートの条
件として、要求された強度を十分満たしている事、ひび
割れの原因となる乾燥収縮が小さい事、水密性、耐久性
および耐候性が高い事等が挙げられ、この中で重要性が
高くコンクリートの性能を数値として現し易い強度は一
般に材齢28日の圧縮強度で判定する。しかし、仮に要
求された強度が得られず不合格となっても打設したコン
クリートを除去する事は極めて難しく、再施工は事実上
不可能な場合が多い。
The conditions of good concrete are that the required strength is sufficiently satisfied, that dry shrinkage which causes cracking is small, that water tightness, durability and weather resistance are high. Among them, the strength that is highly important and easily expresses the performance of concrete as a numerical value is generally determined by the compressive strength of 28-year-old material. However, even if the required strength is not obtained and the concrete is rejected, it is extremely difficult to remove the cast concrete and it is often impossible to reconstruct the concrete.

【0004】生コンクリート購入者の立場から見た場
合、現在行われているスランプ試験では生コンクリート
の流動性を測る事はできても指定した配合であるかを判
断することはできない。また生コンクリート製造者の場
合、材料の品質変動による生コンクリートの品質変動の
確認にはスランプモニター等の装置を活用しているが、
骨材に付着している水の量やスランプ調整を行った場合
の水量などで単位水量が変動している可能性があり、生
コンクリートの品質変動の実体を把握する事は非常に難
しい。
[0004] From the standpoint of a ready-mixed concrete purchaser, the slump test that is currently being performed can measure the fluidity of ready-mixed concrete, but cannot determine whether or not it has the specified composition. In the case of ready-mixed concrete manufacturers, equipment such as slump monitors are used to check the change in quality of ready-mixed concrete due to the change in material quality.
The unit water amount may fluctuate depending on the amount of water adhering to the aggregate or the amount of water after slump adjustment, and it is very difficult to grasp the substance of the quality fluctuation of ready-mixed concrete.

【0005】現在考えられている生コンクリートの単位
水量測定方法の中で水中質量法は材料の密度および生コ
ンクリートの配合が必要であり、また、加熱乾燥法、中
性子水分計法、静電容量法は生コンクリート中の全ての
水を測定するので骨材の吸水率および生コンクリートの
配合が必要で、電源や予備試験が必要な場合もあり、工
事現場での抜き打ち検査には不適である。アルコール比
重計法と塩分濃度法の中の光屈折法は温度や他の溶解物
の影響を受ける為正確な測定ができない。滴定分析によ
る塩分濃度法の場合は精度も良く、骨材や配合等の予備
データなしで測定可能であるが、繊細な滴定器具を工事
現場に搬入して作業するのは困難である。また、廃液処
理の問題がある。塩分濃度法で単位水量を測定する場
合、生コンクリート中の塩分の補正が必要である。
[0005] Among the methods of measuring unit water content of ready-mixed concrete that are currently considered, the underwater mass method requires the density of material and the mix of ready-mixed concrete, and furthermore, the heat drying method, the neutron moisture meter method, and the capacitance method. Since it measures all the water in the ready-mixed concrete, it requires the water absorption of the aggregate and the mix of the ready-mixed concrete, and in some cases requires a power supply and a preliminary test, which is unsuitable for spot inspection at the construction site. The photorefractive method in the alcohol densitometer method and the salt concentration method cannot be measured accurately because it is affected by temperature and other dissolved substances. In the case of the salt concentration method by titration analysis, the measurement is accurate and can be performed without preliminary data such as aggregate and composition, but it is difficult to carry a delicate titrator to a construction site and work. There is also a problem of waste liquid treatment. When measuring the unit water amount by the salt concentration method, it is necessary to correct the salt content in the ready-mixed concrete.

【0006】生コンクリート中にはカルシウムイオンや
硫化物イオン等の妨害イオンが存在し、器械によっては
塩分濃度の測定に誤差を生じる事がある。
[0006] Interfering ions such as calcium ions and sulfide ions are present in ready-mixed concrete, and errors may occur in the measurement of the salt concentration depending on the instrument.

【0007】現在、器械で生コンクリートの塩化物含有
量を測定する場合の誤差は±10%まで認められている
が、単位水量は±1%程度の精度で測定したいので生コ
ンクリートの塩分測定と同じ方法で使用する事はできな
い。また、器械の精度を上げても塩分濃度そのものの値
を測る方法では器械の校正の状態や生コンクリートに混
合する液体のファクターによって誤差を生じ、正確な測
定ができない。
At present, errors in measuring the chloride content of ready-mixed concrete with an instrument are recognized to be up to ± 10%. However, since it is desired to measure the unit water amount with an accuracy of about ± 1%, it is necessary to measure the salt content of ready-mixed concrete. They cannot be used in the same way. Further, even if the accuracy of the instrument is increased, the method of measuring the value of the salt concentration itself causes an error depending on the calibration state of the instrument and a factor of the liquid mixed with the ready-mixed concrete, and accurate measurement cannot be performed.

【0008】[0008]

【課題を解決するための手段】コンクリートの強度推定
や水密性、乾燥収縮、耐久性、耐候性等の諸性能の判断
および生コンクリートの品質変動の実態を把握するには
生コンクリートの単位水量を測定する事が最適であり、
生コンクリートに塩分を含む液体を混合すると生コンク
リート中の練り混水により塩分濃度が薄まる原理と塩分
センサーを付属した器械による塩分濃度測定とを組み合
わせる事により高精度で簡便な測定が可能である。
[Means for Solving the Problems] In order to estimate the concrete strength, judge various properties such as water tightness, drying shrinkage, durability and weather resistance, and grasp the actual state of the quality fluctuation of the ready-mixed concrete, the unit water amount of the ready-mixed concrete is used. It is best to measure
High accuracy and simple measurement are possible by combining the principle that salt concentration is reduced by mixing water in the ready-mixed concrete when salt-containing liquid is mixed with the ready-mixed concrete, and the salt concentration measurement by an instrument equipped with a salt sensor.

【0009】生コンクリートに混合する液体の一つとし
て塩分が極めて少ない液体を使用する事により生コンク
リート中の塩分による塩分濃度測定の誤差を補正できる
とともに、生コンクリート中の塩化物含有量も同時に測
定できる。今までの塩化物含有量の測定は配合時の単位
水量を用いて計算していたが、この方法は実測単位水量
を用いる事ができる。
[0009] By using a liquid having a very low salt content as one of the liquids to be mixed with the ready-mixed concrete, it is possible to correct an error in the measurement of the salt concentration due to the salt in the ready-mixed concrete, and simultaneously measure the chloride content in the ready-mixed concrete. it can. Until now, the chloride content was measured using the unit water amount at the time of mixing, but this method can use the actually measured unit water amount.

【0010】器械によっては生コンクリート中の妨害イ
オンの影響で塩分濃度測定に誤差を生じる事があるが、
使用する液体に予め妨害イオンを添加する事により妨害
イオンによる影響を回避できる。
[0010] Depending on the instrument, there may be an error in the measurement of the salt concentration due to the effect of interfering ions in the ready-mixed concrete.
The effect of the interfering ions can be avoided by adding the interfering ions to the liquid used in advance.

【0011】生コンクリートに混合する液体、または、
その液体と同じ塩分濃度の液体で器械を校正し、実際の
塩分濃度を測定するのではなく、生コンクリートに混合
する液体を基準とした測定をする事で、器械の誤差およ
び液体のファクター等による誤差を避ける。
Liquid mixed with ready-mixed concrete, or
The instrument is calibrated with a liquid with the same salt concentration as the liquid, and instead of measuring the actual salt concentration, the measurement is performed based on the liquid mixed with the ready-mixed concrete, so that errors due to the instrument and factors such as liquid Avoid errors.

【0012】[0012]

【発明の実施の形態】発明の実施の形態を実施例に基づ
き図面を参照して説明する。最初に計量容器1、2を用
いて同一の生コンクリートから生コンクリート試料9、
10を採取する。次に、一定濃度の塩分を含んだ液体を
計量容器7を用いて計量し、塩分が極めて少ない液体を
計量容器8を用いて計量する。生コンクリート試料9に
計量容器7で計量した液体を、生コンクリート試料10
に計量容器8で計量した液体を混合する。生コンクリー
トおよび液体の計量容器は同じ容積のものが2組必要で
あり、材質は全て温度による膨張収縮が同じものが望ま
しい。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described based on embodiments with reference to the drawings. First, a ready-mixed concrete sample 9 was prepared from the same ready-mixed concrete using the measuring containers 1 and 2.
Collect 10 Next, a liquid containing a certain concentration of salt is weighed using the measuring container 7, and a liquid having extremely low salt is weighed using the measuring container 8. The liquid weighed in the measuring container 7 is mixed into the ready-mixed concrete sample 9 and the ready-mixed concrete sample 10.
Is mixed with the liquid measured in the measuring container 8. Two sets of measuring containers for ready-mixed concrete and liquid having the same volume are required, and it is desirable that all materials have the same expansion and contraction due to temperature.

【0013】器械を校正する。Calibrate the instrument.

【0014】生コンクリートの空気量を測定する。The air content of the ready-mixed concrete is measured.

【0015】図3に示すように液体を混合した生コンク
リート試料の塩分濃度を測定する。それぞれの塩分濃度
の差、生コンクリート試料に対する液体の量および空気
量により生コンクリートの単位水量および生コンクリー
トの塩化物含有量を求める。
As shown in FIG. 3, the salt concentration of a ready-mixed concrete sample mixed with a liquid is measured. The unit water content of the ready-mixed concrete and the chloride content of the ready-mixed concrete are determined from the difference between the respective salt concentrations, the amount of liquid and the amount of air with respect to the ready-mixed concrete sample.

【0016】[0016]

【実施例】実験の1例として、数字を用いて説明する。
生コンクリートに混ぜる液体の塩素イオン濃度を0.3
%と0%、器械の校正値を0.3%で100、0%で0
とする。生コンクリート試料の量を2500ミリリット
ル、生コンクリート試料に混ぜる液体の量を400ミリ
リットル(1立方メートル換算160キログラム)、生
コンクリートの目標空気量を4.5%(絶対容積955
リットル)とする。塩素イオン0.3%の液体を混合し
た試料の測定値が50.9(小数点以下の桁数は器械の
精度による)、0%の液体を混合した試料の測定値が
2.6で、実測空気量が4.8%(絶対容積952リッ
トル)であったとすると生コンクリートの単位水量を求
める計算式は数式1で、それを空気量で配合時の単位水
量に換算する式が数式2であり、計量時の生コンクリー
トの単位水量は172キログラムとなる。数式1、数式
2は基本的な式であり、骨材の吸水率やセメントによる
水の吸着率および生コンクリートの配合等の予備データ
がある場合は係数の付加等により式の形が変化する場合
もある。生コンクリートの塩化物含有量を求める計算式
は数式3であり、塩化物含有量の値は1立方メートル中
0.026キログラムである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS As an example of an experiment, a description will be given using numerals.
Chlorine ion concentration of liquid mixed with ready-mixed concrete is 0.3
% And 0%, the calibration value of the instrument is 100 at 0.3% and 0 at 0%
And The amount of the ready-mixed concrete sample was 2500 ml, the amount of liquid mixed with the ready-mixed concrete sample was 400 ml (160 kg in terms of 1 cubic meter), and the target amount of ready-mixed concrete was 4.5% (absolute volume 955).
Liter). The measured value of the sample mixed with 0.3% chlorine ion liquid is 50.9 (the number of digits after the decimal point depends on the precision of the instrument), and the measured value of the sample mixed with 0% liquid is 2.6. If the air volume is 4.8% (absolute volume: 952 liters), the formula for calculating the unit water volume of ready-mixed concrete is Equation 1, and the formula for converting it to the unit water volume at the time of mixing with the air volume is Formula 2. The unit water quantity of ready-mixed concrete at the time of measurement is 172 kg. Formulas 1 and 2 are basic formulas, and if there is preliminary data such as the water absorption of aggregate, the water absorption by cement, and the mix of ready-mixed concrete, the shape of the formula changes due to the addition of coefficients, etc. There is also. The formula for calculating the chloride content of the ready-mixed concrete is Equation 3, and the value of the chloride content is 0.026 kg per cubic meter.

【0017】[0017]

【発明の効果】生コンクリートを試験練りして実験した
結果では実際の単位水量と測定値との差は±1.5%以
内で、80%以上が±1%の範囲に入っている。また、
骨材の吸水率やセメントによる水の吸着率および生コン
クリートの配合等の予備データがあれば更に高精度の測
定ができる。生コンクリート用塩分測定器による試験で
は器械により性能の差が大きいが、校正や生コンクリー
トに混ぜる液体の濃度をうまく選ぶことによって±1.
5%程度で測定できる機種もあり、現行の塩分測定器で
も大幅な性能向上を必要とせずに、より精度の高い単位
水量測定器として使用できる可能性がある。一般に滴定
は正確であると考えられているが個人によってばらつき
があり、うまく調整された器械の方が簡便で正確な測定
ができる可能性が高い。生コンクリートの単位水量測定
が及ぼす効果として強度の推定や水密性、乾燥収縮、耐
久性、耐候性および管理状態を判断する手掛かりとな
る。生コン工場に於いては単位水量の測定を工程管理に
導入する事により一クラス上の品質管理ができる。生コ
ンクリート購入者の場合は配合の確認や不良工事でよく
問題にされる練りあがった生コンクリートへの加水も調
べる事ができ、また、配合報告書の値と測定値との差か
ら生コン工場の技術力の評価にも利用できる。
According to the results of an experiment conducted by mixing and kneading ready-mixed concrete, the difference between the actual unit water amount and the measured value is within ± 1.5%, and 80% or more falls within the range of ± 1%. Also,
Preliminary data such as the water absorption of the aggregate, the water absorption by the cement, and the mix of the ready-mixed concrete allow for more accurate measurements. In the test using a salt meter for ready-mixed concrete, there is a large difference in performance depending on the instrument. However, by properly selecting the concentration of the liquid to be mixed with the ready-mixed concrete, ± 1.
Some models can measure at about 5%, and even with the existing salinity meter, there is a possibility that it can be used as a more accurate unit water volume meter without requiring significant performance improvement. In general, titration is considered to be accurate, but varies from individual to individual, and a well-tuned instrument is more likely to provide simple and accurate measurements. The effects of measuring the unit water volume of ready-mixed concrete are clues for estimating strength and judging water tightness, drying shrinkage, durability, weather resistance and management status. In the ready-mixed concrete factory, the quality control of one class can be achieved by introducing the measurement of the unit water amount into the process control. If you are a ready-mixed concrete purchaser, you can check the mixing and add water to the kneaded ready-mixed concrete, which is often a problem in poor construction work, and based on the difference between the value of the mix report and the measured value, It can also be used to evaluate technical capabilities.

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

【図1】生コンクリートと生コンクリートに混ぜる液体
の計量容器である。
FIG. 1 shows a measuring container for ready-mixed concrete and a liquid to be mixed with ready-mixed concrete.

【図2】生コンクリート試料と液体を混合している図で
ある。
FIG. 2 is a diagram in which a ready-mixed concrete sample and a liquid are mixed.

【図3】液体を混合した生コンクリート試料の塩分濃度
を測定している図である。
FIG. 3 is a diagram illustrating the measurement of the salt concentration of a ready-mixed concrete sample mixed with a liquid.

【符号の説明】[Explanation of symbols]

1 生コンクリート計量容器 2 生コンクリート計量容器 3 計量容器に接続する筒 4 計量容器に接続する筒 5 生コンクリート計量容器と接続した筒の蓋 6 生コンクリート計量容器と接続した筒の蓋 7 液体計量容器 8 液体計量容器 9 生コンクリート試料 10 生コンクリート試料 11 1,3,5および2,4,6を接続した物を回転
して中の生コンクリートと液体を混合する器具 12 塩分を測定する器械 13 塩分センサー
DESCRIPTION OF SYMBOLS 1 Ready-mixed concrete measuring container 2 Ready-mixed concrete measuring container 3 Tube connected to a measuring container 4 Tube connected to a measuring container 5 Cover of a tube connected to a ready-mixed concrete measuring container 6 Cover of a tube connected to a ready-mixed concrete measuring container 7 Liquid measuring container Reference Signs List 8 liquid measuring container 9 ready-mixed concrete sample 10 ready-mixed concrete sample 11 device for mixing liquid with ready-mixed concrete by rotating thing connected with 1, 3, 5, and 2, 4, 6 12 instrument for measuring salt content 13 salt content sensor

【数1】100÷(51.9−2.6)×160−16
0=171.26・・
## EQU1 ## 100 ÷ (51.9-2.6) × 160-16
0 = 171.26 ...

【数2】171.26・・÷952×955=171.
## EQU2 ## 171.26... ÷ 952 × 955 = 171.
8

【数3】0.3×(171.8+160)×2.6)÷
10000=0.02588
## EQU3 ## 0.3 × (171.8 + 160) × 2.6) ÷
10,000 = 0.02588

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 生コンクリートに塩分を含む液体を混合
すると生コンクリート中の練り混水により塩分濃度が薄
まる原理と塩分センサーを付属した器械による塩分測定
とを組み合わせて生コンクリートの単位水量を測定する
方法。
1. The unit water content of ready-mixed concrete is measured by combining the principle of mixing salt-containing liquid into ready-mixed concrete and reducing the salt concentration by mixing water in the ready-mixed concrete, and the salt measurement using an instrument equipped with a salt sensor. Method.
【請求項2】 生コンクリートに混合する液体の一つと
して塩分が極めて少ない液体を使用する事により、生コ
ンクリート中の塩化物が塩分濃度測定に及ぼす誤差の補
正を行うとともに、生コンクリート中の塩化物含有量を
測定する事ができる生コンクリートの単位水量の測定方
法。
2. The use of a liquid having a very low salt content as one of the liquids to be mixed with the ready-mixed concrete to correct errors caused by chlorides in the ready-mixed concrete on the measurement of salt concentration, Method for measuring the unit water content of ready-mixed concrete that can measure the content of materials.
【請求項3】 生コンクリート中の妨害イオンの影響に
よる誤差を回避する為に器械の校正および生コンクリー
トに混合する液体として、妨害イオンを添加したものを
使用して生コンクリートの単位水量を測定する方法。
3. The unit water content of the ready-mixed concrete is measured by using a liquid to which the interfering ions are added as a liquid to be mixed with the ready-mixed concrete in order to avoid errors due to the influence of interfering ions in the ready-mixed concrete. Method.
【請求項4】 生コンクリートに混合する液体、また
は、生コンクリートに混合する液体と同じ塩分濃度の液
体で器械を校正し、生コンクリートに混合する液体を基
準とする事により、器械の誤差および液体のファクター
等による誤差を避け塩分を測定する器械を使用して生コ
ンクリートの単位水量を測定する方法。
4. Calibrating the instrument with a liquid mixed with ready-mixed concrete or a liquid having the same salt concentration as the liquid mixed with ready-mixed concrete, and using the liquid mixed with the ready-mixed concrete as a reference, the error of the instrument and the liquid A method of measuring unit water content of ready-mixed concrete using an instrument for measuring salt content while avoiding errors due to factors such as
JP29436899A 1999-10-15 1999-10-15 Method for measurement of water content per unit volume freshly mixed concrete by using apparatus for measuring salt content Pending JP2001116748A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009048311A2 (en) * 2007-10-12 2009-04-16 Industry-Academic Cooperation Foundation, Yonsei University Distinction method for composition in concrete
CN103308429A (en) * 2013-05-28 2013-09-18 同济大学 Instrument for measuring diffusion coefficient of solution ions in soil body

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2009048311A2 (en) * 2007-10-12 2009-04-16 Industry-Academic Cooperation Foundation, Yonsei University Distinction method for composition in concrete
KR100894084B1 (en) 2007-10-12 2009-04-21 연세대학교 산학협력단 Distinction method for composition in concrete
WO2009048311A3 (en) * 2007-10-12 2009-05-28 Ind Academic Coop Distinction method for composition in concrete
CN103308429A (en) * 2013-05-28 2013-09-18 同济大学 Instrument for measuring diffusion coefficient of solution ions in soil body

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