CN115389369A - Automatic change mud spot test device - Google Patents

Automatic change mud spot test device Download PDF

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Publication number
CN115389369A
CN115389369A CN202211042710.1A CN202211042710A CN115389369A CN 115389369 A CN115389369 A CN 115389369A CN 202211042710 A CN202211042710 A CN 202211042710A CN 115389369 A CN115389369 A CN 115389369A
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mud
main body
funnel
measuring
measurement
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陈刚
熊瑞明
肖汉
全有维
谢玉成
蔡磊
赵书威
章禹
刘江
危博
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Third Construction Co Ltd of China Construction Eighth Engineering Divison Co Ltd
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Third Construction Co Ltd of China Construction Eighth Engineering Divison Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N9/00Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity
    • G01N9/02Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity by measuring weight of a known volume
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N11/00Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties
    • G01N11/02Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties by measuring flow of the material
    • G01N11/04Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties by measuring flow of the material through a restricted passage, e.g. tube, aperture
    • G01N11/06Investigating flow properties of materials, e.g. viscosity, plasticity; Analysing materials by determining flow properties by measuring flow of the material through a restricted passage, e.g. tube, aperture by timing the outflow of a known quantity
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N23/00Investigating or analysing materials by the use of wave or particle radiation, e.g. X-rays or neutrons, not covered by groups G01N3/00 – G01N17/00, G01N21/00 or G01N22/00
    • G01N23/02Investigating or analysing materials by the use of wave or particle radiation, e.g. X-rays or neutrons, not covered by groups G01N3/00 – G01N17/00, G01N21/00 or G01N22/00 by transmitting the radiation through the material
    • G01N23/06Investigating or analysing materials by the use of wave or particle radiation, e.g. X-rays or neutrons, not covered by groups G01N3/00 – G01N17/00, G01N21/00 or G01N22/00 by transmitting the radiation through the material and measuring the absorption
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N23/00Investigating or analysing materials by the use of wave or particle radiation, e.g. X-rays or neutrons, not covered by groups G01N3/00 – G01N17/00, G01N21/00 or G01N22/00
    • G01N23/20Investigating or analysing materials by the use of wave or particle radiation, e.g. X-rays or neutrons, not covered by groups G01N3/00 – G01N17/00, G01N21/00 or G01N22/00 by using diffraction of the radiation by the materials, e.g. for investigating crystal structure; by using scattering of the radiation by the materials, e.g. for investigating non-crystalline materials; by using reflection of the radiation by the materials
    • G01N23/20066Measuring inelastic scatter of gamma rays, e.g. Compton effect
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N9/00Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity
    • G01N9/02Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity by measuring weight of a known volume
    • G01N2009/022Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity by measuring weight of a known volume of solids
    • G01N2009/024Investigating density or specific gravity of materials; Analysing materials by determining density or specific gravity by measuring weight of a known volume of solids the volume being determined directly, e.g. by size of container

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  • Chemical & Material Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Analytical Chemistry (AREA)
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Abstract

The invention discloses an automatic mud rapid measuring device, which comprises a main body and an upper hopper bin arranged in the main body and used for measuring mud proportion and mud viscosity, wherein an upper cover is arranged at the upper end of the upper hopper bin; the foldable numerical control screen is arranged on the main body, and after the foldable numerical control screen is started, buttons of 'preparation for measurement', 'start for measurement', 'data entry', 'data export', 'cleaning' are displayed, and the corresponding buttons are clicked to enter corresponding interfaces; the microcomputer storage bin is arranged in the main body and fixedly connected with the folding numerical control screen, and a microcomputer main board is arranged in the microcomputer storage bin and used for processing the transmitted data information; the sand rate measuring bin is arranged below the upper hopper bin in the main body and is used for measuring the mud sand rate.

Description

一种自动化泥浆快速测定装置An automatic mud quick measuring device

技术领域technical field

本发明涉及建筑领域,尤其涉及一种自动化泥浆快速测定装置。The invention relates to the construction field, in particular to an automatic mud quick measuring device.

背景技术Background technique

随着工程建设的发展,越来越多的项目开始大力发展地下空间,为了应对不利地质条件,湿作业法广泛应用于地基与基础工程施工中。湿作业法施工过程中,因为不同的地质条件,成孔、成槽施工对于泥浆性能有着不同的要求,因此施工过程中需定期对泥浆性能进行抽测,确保施工质量及工期进度。传统的泥浆性能测定手段较为单一,主要是以泥浆比重计、马氏漏斗粘度计及泥浆含沙量测定仪组成的三件套进行测定,实验过程反复抽取泥浆、人工计时、多人操作、反复清洗、费时费力等弊端,尤其是当工作面较多时,将大大加大实验人员的抽测负担,直接影响工程实体质量。With the development of engineering construction, more and more projects have begun to vigorously develop underground space. In order to cope with unfavorable geological conditions, wet work methods are widely used in foundation and foundation engineering construction. During the construction process of the wet construction method, due to different geological conditions, the construction of holes and trenches has different requirements on the performance of the mud. Therefore, it is necessary to conduct random sampling tests on the performance of the mud during the construction process to ensure the construction quality and construction schedule. The traditional mud performance measurement method is relatively simple, mainly using a three-piece set consisting of a mud hydrometer, a Marsh funnel viscometer and a mud sediment tester. Disadvantages such as cleaning, time-consuming and labor-intensive, etc., especially when there are many working surfaces, will greatly increase the burden of random testing for experimenters and directly affect the quality of the project entity.

发明内容Contents of the invention

本发明目的在于针对现有技术的不足,提供一种自动化泥浆快速测定装置。The object of the present invention is to provide an automatic mud quick measuring device aiming at the deficiencies of the prior art.

本发明解决上述技术问题采用的技术方案为:一种自动化泥浆快速测定装置,包括主体,其特征在于,还包括:The technical solution adopted by the present invention to solve the above technical problems is: an automatic mud rapid measurement device, including a main body, characterized in that it also includes:

上部漏斗仓:设置在主体内,用于泥浆比重和泥浆粘度的测定,上部漏斗仓的上端设置有上盖;Upper funnel chamber: set in the main body, used for the measurement of mud specific gravity and mud viscosity, the upper end of the upper funnel chamber is provided with an upper cover;

折叠数控屏幕:设置在主体上,开机后显示“准备测量”、“开始测量”、“数据录入”、“数据导出”、“清洗”按钮,点击对应的按钮进入相应界面;Folding CNC screen: set on the main body, after starting up, it will display the buttons of "ready to measure", "start to measure", "data entry", "data export" and "cleaning", click the corresponding button to enter the corresponding interface;

微型电脑存储仓:设置在主体内并与折叠数控屏幕固定连接,微型电脑存储仓内部设置微型电脑主板,用于处理传递来的数据信息;Microcomputer storage compartment: set in the main body and fixedly connected with the folding numerical control screen, the microcomputer storage compartment is equipped with a microcomputer motherboard for processing the transmitted data information;

砂率测定仓:设置在主体内上部漏斗仓的下方,用于测定泥浆砂率。Sand rate measurement chamber: it is set under the upper funnel chamber in the main body, and is used to measure the mud sand rate.

优选地,还包括设置在上部漏斗仓和砂率测定仓之间的中部漏斗仓,中部漏斗仓和砂率测定仓之间通过数控阀门控制连通或关闭,所述砂率测定仓的下方设置有位于主体内的内置量杯。Preferably, it also includes a middle funnel bin arranged between the upper funnel bin and the sand ratio measurement bin, the connection or closure is controlled by a numerical control valve between the middle funnel bin and the sand ratio measurement bin, and the bottom of the sand ratio measurement bin is provided with Built-in measuring cup located inside the main body.

优选地,所述上部漏斗仓包括漏斗本体,所述漏斗本体的下部设置有与漏斗本体内部连通的流出管,还包括与上盖连接的搅拌器和设置在漏斗本体上用于测量漏斗内重量变化的压敏传感器,所述流出管的下部设置有可控阀门,所述压敏传感器与折叠数控屏幕电性连接,所述可控阀门与微型电脑主板电性连接。Preferably, the upper funnel chamber includes a funnel body, the lower part of the funnel body is provided with an outflow pipe communicating with the inside of the funnel body, and also includes an agitator connected to the upper cover and arranged on the funnel body for measuring the weight in the funnel. A variable pressure-sensitive sensor, the lower part of the outflow pipe is provided with a controllable valve, the pressure-sensitive sensor is electrically connected to the folding numerical control screen, and the controllable valve is electrically connected to the microcomputer main board.

优选地,所述砂率测定仓由伽马射线放射源、多相流流径、放射源保护套、可开启检测口、砂率测量管、高低双能伽马射线及伽马射线接收器组成,砂率测定通过多相流相分率的测定方法,实时测得泥浆中砂率含量,并求取均值。Preferably, the sand rate measurement chamber is composed of a gamma ray radiation source, a multiphase flow path, a radiation source protection cover, an openable detection port, a sand rate measurement tube, high and low dual-energy gamma rays and a gamma ray receiver , Determination of sand rate Through the determination method of phase fraction of multiphase flow, the content of sand rate in mud is measured in real time, and the average value is calculated.

优选地,所述主体的底部设置有底座,主体的侧端向外延伸有若干个调平三脚架。Preferably, a base is provided at the bottom of the main body, and several leveling tripods extend outward from the side ends of the main body.

与现有技术相比,本发明的有益效果为:Compared with prior art, the beneficial effect of the present invention is:

本发明通过对泥浆现场取样,快速测定泥浆比重、粘度及砂率,相较于施工现场现有的传统泥浆性能测定手段,本方法可以准确、快速的测定泥浆性能,只需要现场取样,将足量泥浆样品置于装置内,通过设备自动化操作,即可在折叠数控屏幕上读取相关数据,避免了实验人员繁琐的操作流程以及泥浆测定过程中对仪器造成的污染进而因长时间使用造成的仪器精度受损,减轻工作人员压力。The present invention quickly measures the specific gravity, viscosity and sand rate of the mud by sampling the mud on site. Compared with the existing traditional mud performance measurement means on the construction site, the method can accurately and quickly measure the mud performance. The mud sample is placed in the device, and the relevant data can be read on the folding numerical control screen through the automatic operation of the equipment, which avoids the cumbersome operation process of the experimenter and the pollution caused to the instrument during the mud measurement process and the long-term use. The accuracy of the instrument is compromised, reducing the pressure on the staff.

附图说明Description of drawings

附图用来提供对本发明的进一步理解,并且构成说明书的一部分,与本发明的实施例一起用于解释本发明,并不构成对本发明的限制。在附图中:The accompanying drawings are used to provide a further understanding of the present invention, and constitute a part of the description, and are used together with the embodiments of the present invention to explain the present invention, and do not constitute a limitation to the present invention. In the attached picture:

图1 为本发明结构示意图;Fig. 1 is a structural schematic diagram of the present invention;

图2 为本发明上部漏斗仓示意图;Fig. 2 is the schematic diagram of the upper funnel storehouse of the present invention;

图3 为本发明砂率测定仓示意图;Fig. 3 is the schematic diagram of the sand rate measuring chamber of the present invention;

图4 为本发明工作流程图;Fig. 4 is a work flowchart of the present invention;

图5 为本发明测定流程图。Fig. 5 is a measurement flow chart of the present invention.

具体实施方式Detailed ways

下面通过附图对本发明技术方案进行详细说明,但是本发明的保护范围不局限于所述实施例。The technical solutions of the present invention will be described in detail below with reference to the accompanying drawings, but the protection scope of the present invention is not limited to the embodiments.

请参考图和图1至图5,一种自动化泥浆快速测定装置,包括主体,主体上设置有上部漏斗仓1、折叠数控屏幕2、微型电脑存储仓3、中部漏斗仓4、数控阀门9、砂率测定仓5、装置底座6、内置量杯7及调平三脚架8几部分组成,正式测定泥浆前通过调平三脚架8对装置进行调平,用内置量杯7盛取500ml泥浆内置,内置量杯7上置可拆卸筛网,用于过滤较大砂石,闲置时可收纳与主体下部,使用时可以取出,并且使用与装置间通过卡扣紧密相连,卡扣设有传感器,量杯未复位会提出报警,点击折叠数控屏幕2“准备测量”按钮后,即可将内置量杯7中已过筛的500ml泥浆,直接倒入上部漏斗仓1,合上上部漏斗仓上方的上盖,开始进行泥浆比重测定、泥浆粘度测定以及泥浆砂率测定,短暂等待后即可在数控折叠数控屏幕2上读取、记录测定泥浆的相关信息,微型电脑存储仓3内置微型电脑主板,外接折叠数控屏幕,集中收集、处理各元器件传来的数据信息,并可以将已经记录的相关数据以文件形式导出,待全部测定工作完成后,可完成自动清洗工作,最后将内置量杯7中的废水倒出即完成所有操作,可移至下一待测地点重复上述步骤进行泥浆测定。Please refer to Figures and Figures 1 to 5, an automatic mud rapid measurement device, including a main body, which is provided with an upper funnel bin 1, a folding numerical control screen 2, a microcomputer storage bin 3, a middle funnel bin 4, a numerical control valve 9, The sand rate measurement chamber 5, the device base 6, the built-in measuring cup 7 and the leveling tripod 8 are composed of several parts. There is a detachable screen on the top, which is used to filter large sand and gravel. It can be stored in the lower part of the main body when it is not in use, and can be taken out when in use. It is closely connected with the device through a buckle. The buckle is equipped with a sensor. If the measuring cup is not reset, it will be raised Alarm, after clicking the "ready to measure" button on the folding CNC screen 2, the 500ml mud that has been sieved in the built-in measuring cup 7 can be directly poured into the upper funnel bin 1, and the upper cover above the upper funnel bin is closed to start the mud specific gravity measurement. Measurement, mud viscosity measurement and mud sand rate measurement, after a short wait, you can read and record the relevant information of the measured mud on the numerical control folding numerical control screen 2. The microcomputer storage bin 3 has a built-in microcomputer main board and an external folding numerical control screen for centralized collection 1. Process the data information sent by each component, and export the recorded relevant data in the form of a file. After all the measurement work is completed, the automatic cleaning work can be completed, and finally the waste water in the built-in measuring cup 7 is poured out to complete all Operation, you can move to the next place to be tested and repeat the above steps for mud measurement.

本发明的上部漏斗仓1包括漏斗本体104,所述漏斗本体104的下部设置有与漏斗本体104内部连通的流出管,还包括与上盖连接的搅拌器101和设置在漏斗本体104上用于测量漏斗内重量变化的压敏传感器102,所述流出管的下部设置有可控阀门103,所述压敏传感器102与折叠数控屏幕2电性连接,所述可控阀门103与微型电脑主板电性连接,因此在正式倒入泥浆前需点击“准备测量”按钮,对压敏传感器102进行读数归零,待倒入泥浆后点击 “开始测量”按钮即记录泥浆重量,由于已知倒入上部漏斗仓1内的泥浆体积为500ml,所以此时测得的重量除以泥浆体积即500ml即可得出泥浆比重,在得到泥浆重量后,搅拌器101开始进行短暂搅拌,使待测泥浆处于混悬液状态,搅拌后静置3s,可控阀门103打开,同时进行计时,待压敏传感器102实时读数重新归零时,即漏斗内500ml泥浆已全部流出,结束计时,此时计时结果即为泥浆粘度,当未完成泥浆比重及泥浆粘度测定前数控阀门9保持关闭状态,待完成泥浆粘度测定后数控阀门9在微型电脑主板的的控制下自行打开,泥浆进入到砂率测定仓5内。The upper funnel storehouse 1 of the present invention includes a funnel body 104, the bottom of the funnel body 104 is provided with an outflow pipe communicating with the inside of the funnel body 104, and also includes an agitator 101 connected to the upper cover and arranged on the funnel body 104 for A pressure-sensitive sensor 102 for measuring weight changes in the funnel, a controllable valve 103 is provided at the bottom of the outflow pipe, the pressure-sensitive sensor 102 is electrically connected with the folding numerical control screen 2, and the controllable valve 103 is electrically connected to the main board of the microcomputer. Therefore, it is necessary to click the "ready to measure" button before officially pouring the mud, and reset the reading of the pressure sensitive sensor 102 to zero. After pouring the mud, click the "start measuring" button to record the mud weight. The mud volume in the funnel bin 1 is 500ml, so the weight measured at this time is divided by the mud volume, that is, 500ml, to obtain the mud specific gravity. Suspension state, after stirring, stand still for 3s, controllable valve 103 is opened, and timing is performed at the same time. When the real-time reading of pressure-sensitive sensor 102 returns to zero, that is, all 500ml of mud in the funnel has flowed out, and the timing is ended. At this time, the timing result is Mud viscosity, when the measurement of mud specific gravity and mud viscosity is not completed, the numerical control valve 9 remains closed. After the measurement of mud viscosity is completed, the numerical control valve 9 opens automatically under the control of the microcomputer motherboard, and the mud enters the sand ratio measurement chamber 5.

此外,中部漏斗仓4的设置以承接上部漏斗仓1完成泥浆比重、泥浆粘度测定的泥浆,并在可以在砂率测定前短暂等待,提高砂率测定的准确性。In addition, the middle funnel bin 4 is set to take over the mud that the upper funnel bin 1 has completed the mud specific gravity and mud viscosity measurement, and can wait for a short time before the sand ratio measurement, so as to improve the accuracy of the sand ratio measurement.

本发明中砂率测定仓5由伽马射线放射源501、多相流流径502、放射源保护套503、可开启检测口504、砂率测量管505、高低双能伽马射线506及伽马射线接收器507组成,砂率测定通过多相流相分率的测定方法,实时测得泥浆中砂率含量,并求取均值。In the present invention, the sand rate measurement chamber 5 is composed of a gamma ray radiation source 501, a multiphase flow path 502, a radiation source protection cover 503, an openable detection port 504, a sand rate measurement tube 505, a high and low dual energy gamma ray 506 and a gamma ray. The horse ray receiver is composed of 507, and the sand rate is measured by the method of measuring the phase fraction of the multiphase flow, and the sand rate content in the mud is measured in real time, and the average value is calculated.

砂率测定原理如下:所测泥浆实质为固液混合多相流,而其中砂率的测定即为测定多相流中固相物所占体积百分比。本方法借助一种在线测量多相流中体积含砂率的方法,根据实时测量的含砂率累计计算平均含砂率。本方法利用伽马射线放射源501和伽马射线接收器507,利用放射源发出的高低两种能级的伽马射线,当高低双能伽马射线506穿过吸收介质时,与吸收介质发生光电效应、康普顿散射和电子对产生等相互作用,被吸收介质吸收掉一部分,进而造成射线强度衰减,位于砂率测量管505另一侧的接收器507接收、检测到衰减后的伽马射线强度,即透射强度N,并基于一定的公式进行计算,得出吸收系数,进而根据固相、液相的吸收系数进行分析计算,得出其中固相物相分率,即含砂率。所述多相流相分率测定原理已广泛应用于物理领域,可参见相关专著,本文不再赘述。The principle of sand rate measurement is as follows: the measured mud is essentially a solid-liquid mixed multiphase flow, and the determination of sand rate is to determine the volume percentage of solid phase in the multiphase flow. The method utilizes an online method for measuring the volumetric sand content in the multiphase flow, and calculates the average sand content accumulatively according to the real-time measured sand content. This method utilizes the gamma ray radiation source 501 and the gamma ray receiver 507, utilizes the high and low energy level gamma rays emitted by the radiation source, and when the high and low dual energy gamma ray 506 passes through the absorption medium, it will interact with the absorption medium The photoelectric effect, Compton scattering, and electron pair generation interact, and part of it is absorbed by the absorbing medium, thereby causing attenuation of the ray intensity. The receiver 507 located on the other side of the sand ratio measuring tube 505 receives and detects the attenuated gamma The ray intensity, that is, the transmission intensity N, is calculated based on a certain formula to obtain the absorption coefficient, and then analyzed and calculated according to the absorption coefficient of the solid phase and the liquid phase, to obtain the phase fraction of the solid phase, that is, the sand content rate. The principle of measuring the phase fraction of multiphase flow has been widely used in the field of physics, and can be found in relevant monographs, which will not be repeated here.

砂率测定计算:确定放射源相关参数,如以133Ba放射源为例,选取该放射源产生的31keV、81keV两种能级伽马射线的组合方式作为本方法所需的高能伽马射线和低能伽马射线。本方法进行计算测定前须通过试验确定一些基础性参数测量工作,如液相全水标定时高、低能伽马射线计数(基础性参数测量样本选用组成或性质相接近液相物),低能本底值,高能逃逸值,各相高、低能质量吸收系数等相关参数。由于本方法采用高低能联合求解的方式,首先需对检测确定的数据进行判定,待测泥浆中是否含砂,若不含砂直接输出砂率为零的结果,其次判断砂率计算规则,根据低能伽马射线计数与低能可测量临界计数值的相关关系确定求解方式,具体求解方式、判别条件为相关领域技术人员可知的成熟技术,可参见相关专著,本文不在赘述。Determination and calculation of sand rate: Determine the relevant parameters of the radioactive source. For example, taking the 133 Ba radioactive source as an example, the combination of 31keV and 81keV energy level gamma rays produced by the radioactive source is selected as the high-energy gamma ray and gamma ray required by this method. Low energy gamma rays. Before the calculation and determination of this method, some basic parameter measurement work must be determined through experiments, such as high and low energy gamma ray counts during liquid phase full water calibration (basic parameter measurement samples are selected to have composition or properties close to liquid phase), low energy Base value, high energy escape value, high and low energy mass absorption coefficients of each phase and other related parameters. Since this method adopts the joint solution method of high and low energy, it is first necessary to judge the data determined by the detection, whether there is sand in the mud to be tested, if there is no sand, directly output the result that the sand rate is zero, and then judge the sand rate calculation rule, according to The correlation between the low-energy gamma ray count and the low-energy measurable critical count value determines the solution method. The specific solution method and discrimination conditions are mature technologies known to those skilled in the relevant fields, and can be found in relevant monographs, which will not be described in this article.

测定泥浆前可以确定的泥浆取样部位、工作机台等信息导入,待泥浆测定完成后系统将测得信息与已选定的信息联系起来,统一输出在折叠数控屏幕2上,并可以存储与系统中,后期可以文件形式导出,当测定完成后,盛取500ml-600ml清水直接倒入上部漏斗仓1中,合上上盖,点击折叠数控屏幕2“清洗”按钮,装置即可通过搅拌器101搅拌、超声清洁等方式完成自动清洗。Import information such as mud sampling locations and working machines that can be determined before mud measurement. After the mud measurement is completed, the system will link the measured information with the selected information, and output them on the folding CNC screen 2 in a unified manner, which can be stored with the system. It can be exported in the form of files in the middle and later stages. When the measurement is completed, take 500ml-600ml of clear water and pour it directly into the upper funnel compartment 1, close the upper cover, and click the "cleaning" button on the foldable CNC screen 2, and the device can pass through the mixer 101 Stirring, ultrasonic cleaning and other methods to complete automatic cleaning.

本发明的测定方法如下:Assay method of the present invention is as follows:

现场取样,安放设备:本方法可直接由实验人员携带至作业点,用内置量杯7盛取泥浆500ml,将底座6安置于平稳的地面上,通过三脚架8进行调平。On-site sampling and equipment placement: This method can be directly carried by the experimenter to the operating point, and the built-in measuring cup 7 is used to fill 500ml of mud, and the base 6 is placed on a stable ground, and the tripod 8 is used for leveling.

泥浆比重测定:泥浆比重测定即为泥浆与水的相对密度测定,由于水的密度为1.0g/cm3,因此泥浆比重即为泥浆密度,本方法在上部漏斗仓内安装有压敏传感器102,可以实时记录此时漏斗内溶液重量变化。当上部漏斗仓内注入待测泥浆前,需先点击“准备测量”按钮对压敏传感器102进行复位矫正,此时传感器读数归零,待注入泥浆后,合上盖子,点击“开始测量”按钮即记录此时传感器读熟。由于盛取泥浆为500ml,上部漏斗仓刻度显示容积也为500ml,因此为测得此时泥浆比重即为传感器读数/500ml,将对应的作业点和对应的泥浆比重进行记录。Measurement of mud specific gravity: The measurement of mud specific gravity is the measurement of the relative density of mud and water. Since the density of water is 1.0g/cm 3 , the mud specific gravity is the mud density. In this method, a pressure-sensitive sensor 102 is installed in the upper funnel chamber. The weight change of the solution in the funnel can be recorded in real time. Before injecting the mud to be tested into the upper funnel chamber, you need to click the "Prepare to Measure" button to reset and correct the pressure-sensitive sensor 102. At this time, the sensor reading returns to zero. After injecting the mud, close the lid and click the "Start Measurement" button That is, it is recorded that the sensor is read well at this time. Since the amount of mud collected is 500ml, and the volume displayed on the scale of the upper funnel bin is also 500ml, to measure the specific gravity of the mud at this time is the sensor reading/500ml, and record the corresponding operating point and the corresponding mud specific gravity.

泥浆粘度测定:当在上部漏斗仓中注入待测泥浆500ml后,合上盖子,点击“开始测量”按钮,待压敏传感器102记录此时读数后,置于上盖上的搅拌棒进行短暂的搅拌,使泥浆处于混悬液状态,静置数秒后,位于漏斗下口的可控阀门103打开,打开可控阀门103的同时,系统进行计时,待压敏传感器102读数再次归零时,系统停止计时,此时得到500ml待测泥浆的粘度,系统进行记录;Mud viscosity measurement: After injecting 500ml of the mud to be tested into the upper funnel bin, close the lid, click the "Start Measurement" button, and after the pressure-sensitive sensor 102 records the reading at this time, place the stirring rod on the upper lid for a short period of time. Stir to keep the mud in a suspension state. After standing for a few seconds, the controllable valve 103 at the lower mouth of the funnel is opened. When the controllable valve 103 is opened, the system starts timing. When the reading of the pressure-sensitive sensor 102 returns to zero again, the system Stop timing, at this time, the viscosity of 500ml mud to be tested is obtained, and the system records it;

泥浆砂率测定:在建筑施工行业中,测定泥浆含砂率,实际上是测定泥浆体积含砂率,经过比重、粘度检测的泥浆存储于中部漏斗中,待上部漏斗仓中的全部泥浆流出后,中部漏斗打开数控阀门9,使暂存泥浆在重力作用下流过下部砂率测量管505,得出待测泥浆平均体积含砂率。Determination of mud sand rate: In the construction industry, the determination of mud sand content is actually to measure the mud volume sand content. The mud that has been tested for specific gravity and viscosity is stored in the middle funnel. After all the mud in the upper funnel bin flows out , the middle part of the funnel opens the numerical control valve 9, so that the temporarily stored mud flows through the lower sand rate measuring tube 505 under the action of gravity, and the average volumetric sand content of the mud to be tested is obtained.

测定完成:当检测泥浆全数落入下方内置量杯7后,完成检测,系统在折叠数控屏幕上显示该测量部位信息、泥浆比重、粘度及砂率等相关信息,并可以接入数据转存设备,将阶段性测定数据进行统计、汇总,最终以文件形式导出。The measurement is completed: when all the detection mud falls into the built-in measuring cup 7 below, the detection is completed, and the system displays the information of the measurement site, the specific gravity of the mud, viscosity and sand rate and other related information on the foldable CNC screen, and can be connected to the data transfer device. The phased measurement data are counted and summarized, and finally exported in the form of files.

设备清洗:将内置量杯7中的泥浆倒出后重新复位,取500ml清水重新倒入上部漏斗仓,合上上盖,点击折叠数控屏幕2“清洗”按钮,片刻等待后,将内置量杯7中的清洗废液倒出,即完成清洗工作。Equipment cleaning: Pour out the mud in the built-in measuring cup 7 and reset it again, take 500ml of clean water and pour it into the upper funnel chamber again, close the upper cover, click the "cleaning" button on the foldable CNC screen 2, wait for a while, put the mud in the built-in measuring cup 7 The cleaning waste liquid is poured out, and the cleaning work is completed.

本发明通过自动化的检测快速测定泥浆参数,减轻了操作人员繁琐的操作步骤;通过信息化处理,减小试验过程中产生操作误差;开始正式测定前进行适当搅拌,防止泥浆沉淀,影响实验结果;通过电子元器件之间的综合联动,实现了泥浆比重、泥浆粘度的测定;借助多相流相分率测定方法,测定固液多相流中固相物相分率,即泥浆砂率;通过系统记录,可以同时储存多工作点对应的泥浆测定结果,并可以文件形式汇总导出;当泥浆检测完成后存储于内置量杯7中,可以继续测定泥浆酸碱度、动切力、失水量等其他辅助参数,无需再次进行取样;设定有清洗功能,可自动化清洗设备,无需人工反复清洗。The invention quickly measures mud parameters through automatic detection, which reduces the cumbersome operation steps of operators; through information processing, reduces operational errors in the test process; properly stirs before starting formal measurement to prevent mud from settling and affecting experimental results; Through the comprehensive linkage between electronic components, the measurement of mud specific gravity and mud viscosity is realized; with the help of the method of measuring the phase fraction of multiphase flow, the phase fraction of solid phase in solid-liquid multiphase flow is measured, that is, the mud sand ratio; through The system records, can store the mud measurement results corresponding to multiple working points at the same time, and can summarize and export them in the form of files; when the mud detection is completed, it is stored in the built-in measuring cup 7, and other auxiliary parameters such as mud pH, dynamic shear force, and water loss can be continuously measured , without re-sampling; the cleaning function is set, which can automatically clean the equipment without repeated manual cleaning.

因此本发明通过自动化泥浆快速测定方法实现了自动化、一键式快速、准确测定泥浆性能,避免了人工测定的繁琐操作,减小了实验人员的操作负担。Therefore, the present invention realizes automatic, one-button rapid and accurate measurement of mud properties through an automated rapid measurement method for mud, avoids cumbersome operations of manual measurement, and reduces the operational burden of experimenters.

自动化泥浆快速测定方法通过一键式操作,简化了人工测定步骤,降低了操作难度,使得并不具备相关工作经验的人员也可以快速上手,完成泥浆测定工作。The automatic mud rapid measurement method simplifies the manual measurement steps and reduces the difficulty of operation through one-button operation, so that personnel without relevant work experience can quickly get started and complete the mud measurement work.

如上,尽管参照特定的优选实施例已经表示和表述了本发明,但其不得解释为对本发明自身的限制。在不脱离所附权利要求定义的本发明的精神和范围前提下,可对其在形式上和细节上作出各种变化。As above, while the invention has been shown and described with reference to certain preferred embodiments, this should not be construed as limiting the invention itself. Various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.

Claims (6)

1.一种自动化泥浆快速测定装置,包括主体,其特征在于,还包括:1. An automatic mud quick measuring device, comprising a main body, is characterized in that, also includes: 上部漏斗仓:设置在主体内,用于泥浆比重和泥浆粘度的测定,上部漏斗仓的上端设置有上盖;Upper funnel chamber: set in the main body, used for the measurement of mud specific gravity and mud viscosity, the upper end of the upper funnel chamber is provided with an upper cover; 折叠数控屏幕:设置在主体上,开机后显示“准备测量”、“开始测量”、“数据录入”、“数据导出”、“清洗”按钮,点击对应的按钮进入相应界面;Folding CNC screen: set on the main body, after starting up, it will display the buttons of "ready to measure", "start to measure", "data entry", "data export" and "cleaning", click the corresponding button to enter the corresponding interface; 微型电脑存储仓:设置在主体内并与折叠数控屏幕固定连接,微型电脑存储仓内部设置微型电脑主板,用于处理传递来的数据信息;Microcomputer storage compartment: set in the main body and fixedly connected with the folding numerical control screen, the microcomputer storage compartment is equipped with a microcomputer motherboard for processing the transmitted data information; 砂率测定仓:设置在主体内上部漏斗仓的下方,用于测定泥浆砂率。Sand rate measurement chamber: it is set under the upper funnel chamber in the main body, and is used to measure the mud sand rate. 2.根据权利要求1所述的一种自动化泥浆快速测定装置,其特征在于,还包括设置在上部漏斗仓和砂率测定仓之间的中部漏斗仓,中部漏斗仓和砂率测定仓之间通过数控阀门控制连通或关闭,所述砂率测定仓的下方设置有位于主体内的内置量杯。2. A kind of automatic mud fast measuring device according to claim 1, is characterized in that, also comprises the middle part funnel storehouse that is arranged on between upper funnel storehouse and sand rate measuring storehouse, between middle part funnel storehouse and sand rate measuring storehouse The connection or closure is controlled by a numerical control valve, and a built-in measuring cup located in the main body is arranged below the sand ratio measuring chamber. 3.根据权利要求2所述的一种自动化泥浆快速测定装置,其特征在于,所述上部漏斗仓包括漏斗本体,所述漏斗本体的下部设置有与漏斗本体内部连通的流出管,还包括与上盖连接的搅拌器和设置在漏斗本体上用于测量漏斗内重量变化的压敏传感器,所述流出管的下部设置有可控阀门,所述压敏传感器与折叠数控屏幕电性连接,所述可控阀门与微型电脑主板电性连接。3. A kind of automatic mud fast measuring device according to claim 2, it is characterized in that, described upper funnel storehouse comprises funnel body, and the bottom of described funnel body is provided with the outflow pipe that communicates with the inside of funnel body, also includes The agitator connected to the upper cover and the pressure-sensitive sensor arranged on the funnel body for measuring the weight change in the funnel, the lower part of the outflow pipe is provided with a controllable valve, and the pressure-sensitive sensor is electrically connected with the folding numerical control screen, so The controllable valve is electrically connected with the microcomputer main board. 4.根据权利要求2所述的一种自动化泥浆快速测定装置,其特征在于,所述砂率测定仓由伽马射线放射源、多相流流径、放射源保护套、可开启检测口、砂率测量管、高低双能伽马射线及伽马射线接收器组成,砂率测定通过多相流相分率的测定方法,实时测得泥浆中砂率含量,并求取均值。4. A kind of automatic mud fast measuring device according to claim 2, it is characterized in that, described sand rate measuring chamber is made of gamma ray radiation source, multiphase flow path, radiation source protection cover, can open detection port, Sand rate measuring tube, high and low dual-energy gamma ray and gamma ray receiver are used to measure the sand rate through the method of measuring the phase fraction of multiphase flow to measure the content of sand rate in the mud in real time and calculate the average value. 5.根据权利要求1所述的一种自动化泥浆快速测定装置,其特征在于,所述内置量杯由一容积大于500ml并标有500ml刻度线的量杯以及可拆卸筛网组成,内置量杯与主体之间通过卡扣紧密相连,卡扣设有传感器。5. A kind of automated mud rapid measuring device according to claim 1, characterized in that, the built-in measuring cup is composed of a measuring cup with a volume greater than 500ml and marked with a 500ml scale line and a detachable screen, and the built-in measuring cup and the main body They are closely connected by buckles, and the buckles are provided with sensors. 6.根据权利要求1所述的一种自动化泥浆快速测定装置,其特征在于,所述主体的底部设置有底座,主体的侧端向外延伸有若干个调平三脚架。6 . The automatic mud rapid measuring device according to claim 1 , wherein a base is provided at the bottom of the main body, and several leveling tripods extend outward from the side ends of the main body. 7 .
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115963246A (en) * 2023-01-09 2023-04-14 中交二航局第一工程有限公司 Integrated automatic detection device and method for slurry indexes
CN116519560A (en) * 2023-04-03 2023-08-01 西南石油大学 Automatic measuring device and method for API (application program interface) filter loss
CN117030370A (en) * 2023-08-11 2023-11-10 中铁隧道局集团有限公司 Automatic shield mud measuring device and its use method

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0835924A (en) * 1994-07-21 1996-02-06 Tobishima Corp Method and apparatus for measuring properties of muddy water
WO2003021234A1 (en) * 2001-09-06 2003-03-13 Commonwealth Scientific And Industrial Research Organisation Density/level gauge having ultra-low activity gamma-ray source
CN203133013U (en) * 2013-02-25 2013-08-14 中交上海航道勘察设计研究院有限公司 Layered slurry concentration measuring device with segregation
CN206223596U (en) * 2016-11-02 2017-06-06 华南理工大学 A kind of device of the plastic viscosity and yield stress for testing cement mortar
CN208109632U (en) * 2018-01-17 2018-11-16 贵州宏信创达工程检测咨询有限公司 A kind of mud viscosity measurement device
CN211426170U (en) * 2019-12-09 2020-09-04 福建上若工程技术有限公司 Digital display cement consistometer
CN211697373U (en) * 2020-03-25 2020-10-16 江西省建筑科学研究院 An aggregate-free slurry pipeline fluidity testing equipment
CN114459956A (en) * 2022-01-11 2022-05-10 上海市基础工程集团有限公司 Automatic detection device for slurry performance
CN114594019A (en) * 2022-01-26 2022-06-07 河海大学 A digital display high-precision mud viscosity tester and its testing method
CN217060226U (en) * 2021-12-31 2022-07-26 中交第二航务工程局有限公司 Mud multi-parameter measuring device

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0835924A (en) * 1994-07-21 1996-02-06 Tobishima Corp Method and apparatus for measuring properties of muddy water
WO2003021234A1 (en) * 2001-09-06 2003-03-13 Commonwealth Scientific And Industrial Research Organisation Density/level gauge having ultra-low activity gamma-ray source
CN203133013U (en) * 2013-02-25 2013-08-14 中交上海航道勘察设计研究院有限公司 Layered slurry concentration measuring device with segregation
CN206223596U (en) * 2016-11-02 2017-06-06 华南理工大学 A kind of device of the plastic viscosity and yield stress for testing cement mortar
CN208109632U (en) * 2018-01-17 2018-11-16 贵州宏信创达工程检测咨询有限公司 A kind of mud viscosity measurement device
CN211426170U (en) * 2019-12-09 2020-09-04 福建上若工程技术有限公司 Digital display cement consistometer
CN211697373U (en) * 2020-03-25 2020-10-16 江西省建筑科学研究院 An aggregate-free slurry pipeline fluidity testing equipment
CN217060226U (en) * 2021-12-31 2022-07-26 中交第二航务工程局有限公司 Mud multi-parameter measuring device
CN114459956A (en) * 2022-01-11 2022-05-10 上海市基础工程集团有限公司 Automatic detection device for slurry performance
CN114594019A (en) * 2022-01-26 2022-06-07 河海大学 A digital display high-precision mud viscosity tester and its testing method

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
谢彬等: "海洋深水油气田开发工程技术总论", 31 March 2021, 上海科学技术出版社, pages: 142 - 143 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115963246A (en) * 2023-01-09 2023-04-14 中交二航局第一工程有限公司 Integrated automatic detection device and method for slurry indexes
CN116519560A (en) * 2023-04-03 2023-08-01 西南石油大学 Automatic measuring device and method for API (application program interface) filter loss
CN117030370A (en) * 2023-08-11 2023-11-10 中铁隧道局集团有限公司 Automatic shield mud measuring device and its use method

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