JPH07234180A - Rheology constant measuring instrument for non-hardended concrete - Google Patents
Rheology constant measuring instrument for non-hardended concreteInfo
- Publication number
- JPH07234180A JPH07234180A JP6196094A JP6196094A JPH07234180A JP H07234180 A JPH07234180 A JP H07234180A JP 6196094 A JP6196094 A JP 6196094A JP 6196094 A JP6196094 A JP 6196094A JP H07234180 A JPH07234180 A JP H07234180A
- Authority
- JP
- Japan
- Prior art keywords
- sample
- concrete
- rheology
- penetrated
- hardended
- 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
- 239000004567 concrete Substances 0.000 title claims abstract description 17
- 238000000518 rheometry Methods 0.000 title abstract description 5
- 238000011156 evaluation Methods 0.000 claims description 2
- 230000014509 gene expression Effects 0.000 abstract description 2
- 230000035515 penetration Effects 0.000 abstract description 2
- 238000011158 quantitative evaluation Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
Landscapes
- Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は,生コンクリート等のレ
オロジー定数よりスランプ値,その他の性状を定量的に
評価できる測定装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a measuring device capable of quantitatively evaluating a slump value and other properties from a rheological constant of ready-mixed concrete.
【0002】[0002]
【従来の技術】生コンクリート等の性状の評価は,スラ
ンプコーンを用いたスランプ試験によって行われてき
た。2. Description of the Related Art The properties of ready-mixed concrete and the like have been evaluated by a slump test using a slump cone.
【0003】[0003]
【発明が解決しようとする課題】従来のスランプ試験で
は人為的な誤差が大きく,試料に対する定量的な評価を
行うことが困難であった。したがって,一連の動作を機
械化することにより前述の欠点を解決しようとするもの
である。また,特殊配合コンクリート等各種コンクリー
トの性状はスランプ試験のみの評価では不十分である
が,本発明のレオロジー定数から導き出される定量数値
評価によりこの課題も解決される。In the conventional slump test, it was difficult to quantitatively evaluate the sample due to a large artificial error. Therefore, an attempt is made to solve the above-mentioned drawbacks by mechanizing a series of operations. Further, the properties of various concretes such as specially mixed concrete are not sufficient if evaluated only by a slump test, but this problem can be solved by the quantitative numerical evaluation derived from the rheological constant of the present invention.
【0004】[0004]
【課題を解決するための手段】本発明は,生コンクリー
ト等の測定対象試料を装置中央の開放容器に投入し,加
圧板を試料内に貫入させ,所定位置から数回異なる速度
にて加圧を断続的に繰り返す際,加圧毎に生ずる抵抗値
よりレオロジー定数を算出し,この数式をもとに定量的
に評価できる数値を求めることにより,問題点を解決し
ている。According to the present invention, a sample to be measured such as ready-mixed concrete is put into an open container in the center of the device, a pressure plate is penetrated into the sample, and pressure is applied several times from a predetermined position at different speeds. When intermittently repeating, the rheological constant is calculated from the resistance value generated at each pressurization, and the numerical value that can be quantitatively evaluated based on this mathematical formula is used to solve the problem.
【0005】[0005]
【作用】装置中央の開放容器に投入された試料は,上部
加圧板の降下によって加圧される。試料内に貫入された
加圧板は数回の異なる貫入速度にて加圧を繰り返す。加
圧毎にロードセルによって感知された複数の抵抗値から
レオロジー定数を算出し,これをもとに定量的に評価で
きる数値を解析演算によって求める。The sample placed in the open container in the center of the device is pressurized by the lowering of the upper pressure plate. The pressure plate penetrated into the sample is repeatedly pressurized at several different penetration speeds. The rheological constant is calculated from the multiple resistance values sensed by the load cell at each pressurization, and the numerical value that can be quantitatively evaluated based on this is obtained by analytical calculation.
【0006】[0006]
【実施例】以下、添付図面に従って一実施例を説明す
る。1は加圧板を昇降させる2モーター,3ギア等駆動
部,加圧抵抗値を感知する4ロードセル,一連の動作を
操作する5操作パネルおよび数式の解析演算処理を行う
コンピュータ,外部より電気信号を入出力する6外部入
出力端子および電源端子からなるヘッド部である。7は
加圧板を昇降させるためのスライドパイプ。8は加圧板
を支持するパイプ。9は加圧板。10はハンドル。11
はヘッド部を支柱とつなぐアーム。12はヘッド部を支
える支柱。13は試料を投入する開放容器。14は当該
測定装置本体を支え,13の開放容器を設置,固定する
ベース。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment will be described below with reference to the accompanying drawings. 1 is a motor for raising and lowering the pressure plate, a drive unit for 3 gears, 4 load cells for sensing pressure resistance value, 5 operation panel for operating a series of operations, a computer for analyzing and calculating mathematical expressions, and electric signals from the outside. It is a head unit composed of six external input / output terminals for inputting / outputting and a power supply terminal. 7 is a slide pipe for raising and lowering the pressure plate. 8 is a pipe that supports the pressure plate. 9 is a pressure plate. 10 is a handle. 11
Is an arm that connects the head to the column. 12 is a support for the head. 13 is an open container into which the sample is put. Reference numeral 14 is a base for supporting the measuring apparatus body and for installing and fixing the open container of 13.
【0007】さらにヘッド部1はハンドル10を回転さ
せることにより,アーム11と簡単に脱着でき,ヘッド
部1単体で試料の測定作業を行うことができる。Further, the head portion 1 can be easily attached to and detached from the arm 11 by rotating the handle 10, and the head portion 1 alone can perform the measurement work of the sample.
【0008】本発明の一実施例は上述の如き構成からな
るものであるから,生コンクリート工場のプラントミキ
サまたはミキサ車のドラムにミキサドラム点検扉を介し
て装着することが可能となり,生コンクリート等の製造
過程から搬送,打設直前に至るまでのあらゆる場面で簡
単に試料の定量評価が行える。Since one embodiment of the present invention is configured as described above, it becomes possible to mount it on a plant mixer of a ready-mixed concrete factory or a drum of a mixer car through a mixer-drum inspection door. Quantitative evaluation of samples can be easily performed in all situations from the manufacturing process to transportation and immediately before placement.
【0009】[0009]
【発明の効果】上述のように,本発明の生コンクリート
等のレオロジー定数測定装置は生コンクリート等の主に
ビンガム流体の性状を多面的にまた,定量的に評価でき
る数値として表すことができる測定装置なので,正確な
性状を把握することができ,建築作業の平準化およびコ
ンクリート構造物等の品質の向上に役立つ。また,生コ
ンクリート工場,コンクリート二次製品工場等で生コン
クリート製造時に平準化,マニュアル化に役立ち,無人
化プラント建設に向けて大きく貢献できる。As described above, the rheology constant measuring device for ready-mixed concrete or the like of the present invention is capable of expressing the properties of Bingham fluid such as ready-mixed concrete mainly as a numerical value that can be evaluated in multiple ways and quantitatively. Since it is a device, it is possible to accurately grasp its properties, which is useful for leveling construction work and improving the quality of concrete structures and the like. In addition, it is useful for leveling and manualizing during production of ready-mixed concrete at ready-mixed concrete factories, secondary concrete product factories, etc., and can make a great contribution to the construction of unmanned plants.
【図1】本発明の生コンクリート等のレオロジー定数測
定装置の一実施例を示す断面図である。FIG. 1 is a sectional view showing an embodiment of a rheology constant measuring device for ready-mixed concrete or the like according to the present invention.
【図2】本体部分の正面図である。FIG. 2 is a front view of a main body portion.
1 ヘッド部 2 モーター 3 ギア部 4 ロードセル 5 操作パネルおよび解析演算コンピュータ 6 外部入出力端子および電源端子 7 スライドパイプ 8 パイプ 9 加圧板 10 ハンドル 11 アーム 12 支柱 13 開放容器 14 ベース 1 head part 2 motor 3 gear part 4 load cell 5 operation panel and analytical calculation computer 6 external input / output terminal and power supply terminal 7 slide pipe 8 pipe 9 pressure plate 10 handle 11 arm 12 column 13 open container 14 base
Claims (1)
中央の開放容器に所定量投入し,加圧板を試料内に貫入
させ,所定位置から数回異なる速度にて断続的な加圧を
繰り返す際,加圧毎に生ずる抵抗値より試料のレオロジ
ー定数を算出し,定量的な数値評価を行うことを特徴と
するレオロジー定数測定装置。1. When a predetermined amount of a sample to be measured such as ready-mixed concrete is put into an open container in the center of the apparatus, a pressure plate is penetrated into the sample, and intermittent pressurization is repeated several times from a predetermined position at different speeds. A rheological constant measuring device characterized in that the rheological constant of a sample is calculated from the resistance value generated at each pressurization and quantitative numerical evaluation is performed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6196094A JPH07234180A (en) | 1994-02-23 | 1994-02-23 | Rheology constant measuring instrument for non-hardended concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP6196094A JPH07234180A (en) | 1994-02-23 | 1994-02-23 | Rheology constant measuring instrument for non-hardended concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH07234180A true JPH07234180A (en) | 1995-09-05 |
Family
ID=13186267
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP6196094A Pending JPH07234180A (en) | 1994-02-23 | 1994-02-23 | Rheology constant measuring instrument for non-hardended concrete |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH07234180A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008026115A (en) * | 2006-07-20 | 2008-02-07 | Kajima Corp | Sediment fluidity test apparatus and soil fluidity test method |
CN102590038A (en) * | 2012-01-31 | 2012-07-18 | 哈尔滨工业大学 | Device for measuring rheological parameters of fresh concrete |
CN110936495A (en) * | 2019-12-16 | 2020-03-31 | 深圳市龙岗大工业区混凝土有限公司 | Fluidity detection device for powder of concrete |
CN111912746A (en) * | 2020-06-09 | 2020-11-10 | 广西大学 | A Quantitative Evaluation Method for Concrete Workability Based on Bottom Resistance Analysis |
CN114136840A (en) * | 2021-12-09 | 2022-03-04 | 中国建筑材料科学研究总院有限公司 | 3D printing concrete constructability detection device and method |
-
1994
- 1994-02-23 JP JP6196094A patent/JPH07234180A/en active Pending
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008026115A (en) * | 2006-07-20 | 2008-02-07 | Kajima Corp | Sediment fluidity test apparatus and soil fluidity test method |
CN102590038A (en) * | 2012-01-31 | 2012-07-18 | 哈尔滨工业大学 | Device for measuring rheological parameters of fresh concrete |
CN110936495A (en) * | 2019-12-16 | 2020-03-31 | 深圳市龙岗大工业区混凝土有限公司 | Fluidity detection device for powder of concrete |
CN110936495B (en) * | 2019-12-16 | 2021-07-23 | 深圳市龙岗大工业区混凝土有限公司 | Fluidity detection device for powder of concrete |
CN111912746A (en) * | 2020-06-09 | 2020-11-10 | 广西大学 | A Quantitative Evaluation Method for Concrete Workability Based on Bottom Resistance Analysis |
CN114136840A (en) * | 2021-12-09 | 2022-03-04 | 中国建筑材料科学研究总院有限公司 | 3D printing concrete constructability detection device and method |
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