CN102564904A - Concrete viscometer - Google Patents
Concrete viscometer Download PDFInfo
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- CN102564904A CN102564904A CN2012100300986A CN201210030098A CN102564904A CN 102564904 A CN102564904 A CN 102564904A CN 2012100300986 A CN2012100300986 A CN 2012100300986A CN 201210030098 A CN201210030098 A CN 201210030098A CN 102564904 A CN102564904 A CN 102564904A
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- 230000005484 gravity Effects 0.000 claims abstract description 6
- 238000000034 method Methods 0.000 description 3
- 230000007423 decrease Effects 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004359 castor oil Substances 0.000 description 1
- 235000019438 castor oil Nutrition 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- ZEMPKEQAKRGZGQ-XOQCFJPHSA-N glycerol triricinoleate Natural products CCCCCC[C@@H](O)CC=CCCCCCCCC(=O)OC[C@@H](COC(=O)CCCCCCCC=CC[C@@H](O)CCCCCC)OC(=O)CCCCCCCC=CC[C@H](O)CCCCCC ZEMPKEQAKRGZGQ-XOQCFJPHSA-N 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
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Abstract
一种混凝土粘度仪,它涉及一种粘度仪,具体涉及一种混凝土粘度仪。本发明为了解决现有混凝土粘度仪不能准确的测量混凝土流变参数的问题。本发明每根滑轨通过两个滑轨支架放置在试验台的台面上,长槽放置在试验台的台面上,框架套装在辊轮上,辊轮的两端分别各设有一个滑轨槽,滑轮安装在两根滑轨之间,细绳的一端与框架的一个长边的中部连接,细绳的另一端通过滑轮的表面与砝码连接,砝码可依靠重力拉动辊轮沿两根滑轨在水平面上移动,试验台一端的竖直面上由上至下设有两个砝码行程开关,当砝码沿竖直面上下移动经过砝码行程开关时,砝码可触碰到砝码行程开关,每个砝码行程开关与计时器连接。本发明用于测量混凝土的粘度。
A concrete viscometer relates to a viscometer, in particular to a concrete viscometer. The invention aims to solve the problem that the existing concrete viscometer cannot accurately measure the rheological parameters of the concrete. In the present invention, each slide rail is placed on the table of the test bench through two slide rail brackets, the long groove is placed on the table of the test bench, the frame is set on the roller, and a slide rail groove is respectively provided at both ends of the roller , the pulley is installed between the two slide rails, one end of the string is connected to the middle of one long side of the frame, the other end of the string is connected to the weight through the surface of the pulley, and the weight can pull the roller along the two sides by gravity. The slide rail moves on the horizontal plane, and there are two weight travel switches from top to bottom on the vertical surface at one end of the test bench. When the weight moves up and down along the vertical plane and passes the weight travel switch, the weight can touch Weight travel switches, each weight travel switch is connected with a timer. The invention is used for measuring the viscosity of concrete.
Description
技术领域 technical field
本发明涉及一种粘度仪,具体涉及一种混凝土粘度仪。The invention relates to a viscometer, in particular to a concrete viscometer.
背景技术 Background technique
新拌混凝土流变参数的测量方法,按Bingham提出的理论,至少要测量新拌混凝土的屈服应力和塑性粘度两个参数,国外学者们为了测量这两个参数,对现有的粘度仪做了不少改进工作。著名学者G.H.Tattersall和他的学生们改进了流变仪的结构,设计了不同形式的搅拌桨。日本和欧洲的同行学者都做了改进流变仪的工作。但是至今各国学者有关混凝土流变参数实验报告的数据和相关曲线相差甚远,实验报告结论很不一致。现有混凝土流变参数测量存在的主要问题是:1、搅拌桨不能使混凝土形成稳定的匀质的层流状态;2、测量主动轴转动力矩作为计算粘度的剪切力矩是不精确的。The measurement method of rheological parameters of fresh concrete, according to the theory proposed by Bingham, at least two parameters of yield stress and plastic viscosity of fresh concrete should be measured. In order to measure these two parameters, foreign scholars have done Quite a few improvements. The famous scholar G.H.Tattersall and his students improved the structure of the rheometer and designed different forms of stirring paddles. Both Japanese and European peer scholars have done work on improving the rheometer. But so far, the data and relevant curves of the experimental reports of the rheological parameters of concrete by scholars from various countries are far from the relevant curves, and the conclusions of the experimental reports are very inconsistent. The main problems in existing concrete rheological parameter measurement are: 1. The stirring paddle cannot make the concrete form a stable and homogeneous laminar flow state; 2. It is inaccurate to measure the rotational moment of the drive shaft as the shear moment for calculating the viscosity.
发明内容 Contents of the invention
本发明为了解决现有混凝土粘度仪不能准确的测量混凝土流变参数的问题,进而提出一种混凝土粘度仪。In order to solve the problem that the existing concrete viscometer cannot accurately measure the rheological parameters of concrete, the invention further proposes a concrete viscometer.
本发明为解决上述问题采取的技术方案是:本发明包括试验台、长槽、辊轮、滑轮、砝码、框架、细绳、两根滑轨、两个砝码行程开关和四个滑轨支架,每根滑轨通过两个滑轨支架放置在试验台的台面上,且两根滑轨并排平行设置在试验台的台面上,长槽放置在试验台的台面上,且长槽设置在两根滑轨之间,框架是由两个短边和两个长边组成的矩形框体,框架套装在辊轮上,且辊轮两端分别与框架的一个短边的内侧中部转动连接,辊轮的两端分别各设有一个滑轨槽,辊轮两端的滑轨槽分别各与一根滑轨滑动连接,且辊轮的轮片能侵入长槽内的混凝土内,滑轮安装在两根滑轨之间,且位于工作台一端的边缘,细绳的一端与框架的一个长边的中部连接,细绳的另一端通过滑轮的表面与砝码连接,砝码可依靠重力拉动辊轮沿两根滑轨在水平面上移动,试验台一端的竖直面上由上至下设有两个砝码行程开关,当砝码沿竖直面上下移动经过砝码行程开关时,砝码可触碰到砝码行程开关,每个砝码行程开关与计时器连接。The technical scheme adopted by the present invention to solve the above-mentioned problems is: the present invention includes a test bench, a long groove, a roller, a pulley, a weight, a frame, a string, two slide rails, two weight travel switches and four slide rails Each slide rail is placed on the table of the test bench through two slide rail brackets, and the two slide rails are arranged side by side on the table of the test bench, and the long groove is placed on the table of the test bench, and the long slot is set on the table of the test bench. Between the two slide rails, the frame is a rectangular frame composed of two short sides and two long sides. The frame is set on the rollers, and the two ends of the rollers are respectively connected to the inner middle of one short side of the frame. The two ends of the roller are respectively provided with a slide rail groove, and the slide rail grooves at both ends of the roller are respectively connected with a slide rail, and the wheels of the roller can penetrate into the concrete in the long groove, and the pulleys are installed in the two Between the two slide rails and located on the edge of one end of the workbench, one end of the string is connected to the middle of one long side of the frame, and the other end of the string is connected to the weight through the surface of the pulley, and the weight can pull the roller by gravity Move along the two slide rails on the horizontal plane. There are two weight travel switches from top to bottom on the vertical surface at one end of the test bench. When the weight moves up and down along the vertical plane and passes the weight travel switch, the weight can be When the weight travel switch is touched, each weight travel switch is connected with a timer.
本发明的有益效果是:本发明的驱动辊轮的力矩恒定,砝码所受重力为驱动力稳定可靠,具有较高的精度;改变砝码的重量可以改变驱动力的大小,即可以改变辊轮的转动速度,调节方便;三个轮片浸入到混凝土中,易剔除混凝土内部的不均匀性对测试结果的影响;本发明结构简单,无电源驱动,制造简易,造价低;只需计时有较高的精度,就能准确的测量混凝土的塑性粘度。The beneficial effects of the present invention are: the torque of the driving roller of the present invention is constant, the gravity on the weight is stable and reliable as the driving force, and has high precision; changing the weight of the weight can change the size of the driving force, that is, the roller can be changed The rotation speed of the wheel is easy to adjust; the three wheel pieces are immersed in the concrete, and it is easy to eliminate the influence of the unevenness inside the concrete on the test results; the invention has a simple structure, no power drive, easy manufacture, and low cost; With higher precision, the plastic viscosity of concrete can be accurately measured.
附图说明 Description of drawings
图1是本发明的整体结构示意图,图2是图1的左剖视图,图3是框架的剖视图。Fig. 1 is a schematic diagram of the overall structure of the present invention, Fig. 2 is a left sectional view of Fig. 1, and Fig. 3 is a sectional view of the frame.
具体实施方式 Detailed ways
具体实施方式一:结合图1、图2和图3说明本实施方式,本实施方式所述一种混凝土粘度仪包括试验台1、长槽2、辊轮3、滑轮4、砝码5、框架6、细绳10、两根滑轨7、两个砝码行程开关8和四个滑轨支架9,每根滑轨7通过两个滑轨支架9放置在试验台1的台面上,且两根滑轨7并排平行设置在试验台1的台面上,长槽2放置在试验台1的台面上,且长槽2设置在两根滑轨7之间,框架6是由两个短边6-1和两个长边6-2组成的矩形框体,框架6套装在辊轮3上,且辊轮3两端分别与框架6的一个短边6-1的内侧中部转动连接,辊轮3的两端分别各设有一个滑轨槽3-1,辊轮3两端的滑轨槽3-1分别各与一根滑轨7滑动连接,且辊轮3的轮片3-3能侵入长槽2内的混凝土内,滑轮4安装在两根滑轨7之间,且位于工作台1一端的边缘,细绳10的一端与框架6的一个长边6-2的中部连接,细绳10的另一端通过滑轮4的表面与砝码5连接,砝码5可依靠重力拉动辊轮3沿两根滑轨7在水平面上移动,试验台1一端的竖直面上由上至下设有两个砝码行程开关8,每个砝码行程开关8与计时器连接,当砝码5沿竖直面上下移动经过砝码行程开关8时,砝码5可触碰到砝码行程开关8。Specific embodiment 1: This embodiment is described in conjunction with Fig. 1, Fig. 2 and Fig. 3. A concrete viscosity meter described in this embodiment includes a test bench 1, a
具体实施方式二:结合图1和图2说明本实施方式,本实施方式所述一种混凝土粘度仪的辊轮3由转轴3-2和三个轮片3-3组成,三个轮片3-3并排平行等间距套装在转轴3-2上,且每个轮片3-3与转轴3-2固接成一体。本实施方式中轮片的厚度为5mm~10mm,轮片浸入混凝土的深度越为混凝土深度的1/3~1/2。其它组成及连接关系与具体实施方式一相同。Specific embodiment two: this embodiment is described in conjunction with Fig. 1 and Fig. 2, the roller 3 of a kind of concrete viscometer described in this embodiment is made up of rotating shaft 3-2 and three wheel pieces 3-3, three wheel pieces 3 -3 are arranged side by side in parallel and equidistantly on the rotating shaft 3-2, and each wheel piece 3-3 is fixedly connected to the rotating shaft 3-2 as a whole. In this embodiment, the thickness of the wheel is 5 mm to 10 mm, and the depth of the wheel immersed in concrete is 1/3 to 1/2 of the concrete depth. Other components and connections are the same as those in the first embodiment.
具体实施方式三:结合图1说明本实施方式,本实施方式所述一种混凝土粘度仪的试验台1的台面与地面的高度H为800mm,每根滑轨7与试验台1的台面之间的距离L为180mm。其它组成及连接关系与具体实施方式一或二相同。Specific embodiment three: this embodiment is described in conjunction with Fig. 1, the height H of the table top of the test bench 1 of a kind of concrete viscometer described in this embodiment and the ground is 800mm, between each slide rail 7 and the table top of test bench 1 The distance L is 180mm. Other compositions and connections are the same as those in
工作原理working principle
在长槽2内装满混凝土试样,使混凝土试样表面平整,将辊轮3的两端分别放置在两根滑轨7上,并使辊轮3的三个轮片3-3进入混凝土试样中,砝码5依靠重力拉动辊轮3沿滑轨7水平移动,混凝土对轮片3-3的滚动产生阻力,当砝码5由上至下经过砝码上行程开关8时计时器开始计时,当砝码5经过下砝码行程开关时,计时器停止计时。若砝码5通过两个砝码行程开关之间的距离为S,通过计时器可知砝码通过距离S的时间为T,则砝码的下降速率V=S/T,砝码的下降速率V与为辊轮3在滑轨7上的移动速率相关。由于轮片3-3伸入到混凝土中,砝码的下降速率V与混凝土的粘度有关。砝码重量一定时,混凝土粘度越大,砝码的下降速率V越慢。通过改变砝码的重量,获得不同的砝码下降速率。建立砝码重量与其下降速率的一元线性拟合方程,该方程的斜率可用于表征混凝土的塑性粘度,截距可表征混凝土的屈服应力。Fill the
仪器的标定方法:选用一已知粘度系数η0的标准流体如蓖麻油,利用本发明的测量装置,按照上述操作过程,建立砝码重量和砝码下降速率之间的关系曲线,以砝码的下降速率为横坐标,砝码重量为纵坐标作图,线性拟合后所得一元线性方程的斜率与标准流体粘度值的比例系数即为仪表常数κ。用新拌混凝土中砝码的重量和砝码下降速率的线性关系曲线中的斜率除以仪表常数κ,即可得出新拌混凝土的塑性粘度。The calibration method of instrument: select the standard fluid such as castor oil of a known viscosity coefficient η 0 for use, utilize measuring device of the present invention, according to above-mentioned operation process, set up the relationship curve between weight weight and weight descending rate, with weight The descending rate is the abscissa, and the weight of the weight is plotted as the ordinate. The proportional coefficient between the slope of the one-dimensional linear equation obtained after linear fitting and the viscosity value of the standard fluid is the instrument constant κ. The plastic viscosity of fresh concrete can be obtained by dividing the slope of the linear relationship curve between the weight of the weight in the fresh concrete and the rate of decline of the weight by the instrument constant κ.
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103439223A (en) * | 2013-09-06 | 2013-12-11 | 广东中烟工业有限责任公司 | Method for determining gluing viscosity of water-based adhesive and application thereof |
CN104359796A (en) * | 2014-11-21 | 2015-02-18 | 无锡悟莘科技有限公司 | System for measuring liquid viscosity |
CN104359791A (en) * | 2014-11-10 | 2015-02-18 | 上海市离心机械研究所有限公司 | Device for measuring adhesive phase of wet mud |
CN108709829A (en) * | 2018-07-20 | 2018-10-26 | 首钢集团有限公司 | A kind of castable refractory pumping construction detection device |
CN114199723A (en) * | 2021-12-21 | 2022-03-18 | 哈尔滨工业大学 | Rheological property testing device under vibration action of fresh concrete and using method thereof |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2849707Y (en) * | 2005-05-25 | 2006-12-20 | 椿桦化学股份有限公司 | Automatic viscosity detection device for paste making machine |
CN2909333Y (en) * | 2006-04-25 | 2007-06-06 | 卢新 | Closed-loop control system of suspender viscosimeter |
CN201034906Y (en) * | 2006-07-06 | 2008-03-12 | 延边大学 | A New Device for On-line Measurement of Liquid Viscosity Coefficient |
CN101165468A (en) * | 2006-10-18 | 2008-04-23 | 现代自动车株式会社 | Symmetric viscosity sensor |
CN101413864A (en) * | 2008-11-24 | 2009-04-22 | 北京联合大学 | A pull-off crude oil viscosity measuring device and method |
-
2012
- 2012-02-10 CN CN 201210030098 patent/CN102564904B/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2849707Y (en) * | 2005-05-25 | 2006-12-20 | 椿桦化学股份有限公司 | Automatic viscosity detection device for paste making machine |
CN2909333Y (en) * | 2006-04-25 | 2007-06-06 | 卢新 | Closed-loop control system of suspender viscosimeter |
CN201034906Y (en) * | 2006-07-06 | 2008-03-12 | 延边大学 | A New Device for On-line Measurement of Liquid Viscosity Coefficient |
CN101165468A (en) * | 2006-10-18 | 2008-04-23 | 现代自动车株式会社 | Symmetric viscosity sensor |
CN101413864A (en) * | 2008-11-24 | 2009-04-22 | 北京联合大学 | A pull-off crude oil viscosity measuring device and method |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103439223A (en) * | 2013-09-06 | 2013-12-11 | 广东中烟工业有限责任公司 | Method for determining gluing viscosity of water-based adhesive and application thereof |
CN103439223B (en) * | 2013-09-06 | 2015-08-05 | 广东中烟工业有限责任公司 | The assay method of adhesiveness and application on a kind of water base adhesive |
CN104359791A (en) * | 2014-11-10 | 2015-02-18 | 上海市离心机械研究所有限公司 | Device for measuring adhesive phase of wet mud |
CN104359796A (en) * | 2014-11-21 | 2015-02-18 | 无锡悟莘科技有限公司 | System for measuring liquid viscosity |
CN108709829A (en) * | 2018-07-20 | 2018-10-26 | 首钢集团有限公司 | A kind of castable refractory pumping construction detection device |
CN114199723A (en) * | 2021-12-21 | 2022-03-18 | 哈尔滨工业大学 | Rheological property testing device under vibration action of fresh concrete and using method thereof |
CN114199723B (en) * | 2021-12-21 | 2023-11-17 | 哈尔滨工业大学 | A device for testing the rheological properties of fresh concrete under the action of vibration and its use method |
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Inventor after: Fan Guangfeng Inventor after: Yang Yingzi Inventor after: Xu Dingjie Inventor after: Bo Guangsheng Inventor before: Yang Yingzi Inventor before: Xu Dingjie |
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Effective date of registration: 20121106 Address after: The Jianye District of Nanjing City, Jiangsu province 210019 Jiangdong Street No. 68 Xu building two floor Applicant after: Jiangsu Jinling Construction Engineering Group Co., Ltd. Applicant after: Harbin Institute of Technology Address before: 150001 Harbin, Nangang, West District, large straight street, No. 92 Applicant before: Harbin Institute of Technology |
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