CN115389369A - Automatic change mud spot test device - Google Patents
Automatic change mud spot test device Download PDFInfo
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Abstract
Description
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
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
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
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
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
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
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-
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-
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
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
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
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
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.
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