CN108534836A - A kind of automatic detection device and method for cylindrical rock sample - Google Patents

A kind of automatic detection device and method for cylindrical rock sample Download PDF

Info

Publication number
CN108534836A
CN108534836A CN201810445930.6A CN201810445930A CN108534836A CN 108534836 A CN108534836 A CN 108534836A CN 201810445930 A CN201810445930 A CN 201810445930A CN 108534836 A CN108534836 A CN 108534836A
Authority
CN
China
Prior art keywords
sample
side plate
push rod
plate unit
rock sample
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.)
Granted
Application number
CN201810445930.6A
Other languages
Chinese (zh)
Other versions
CN108534836B (en
Inventor
李新平
王刚
罗忆
刘婷婷
马瑞秋
殷伟淞
边兴
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.)
Wuhan University of Technology WUT
Original Assignee
Wuhan University of Technology WUT
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Wuhan University of Technology WUT filed Critical Wuhan University of Technology WUT
Priority to CN201810445930.6A priority Critical patent/CN108534836B/en
Publication of CN108534836A publication Critical patent/CN108534836A/en
Application granted granted Critical
Publication of CN108534836B publication Critical patent/CN108534836B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01DMEASURING NOT SPECIALLY ADAPTED FOR A SPECIFIC VARIABLE; ARRANGEMENTS FOR MEASURING TWO OR MORE VARIABLES NOT COVERED IN A SINGLE OTHER SUBCLASS; TARIFF METERING APPARATUS; MEASURING OR TESTING NOT OTHERWISE PROVIDED FOR
    • G01D21/00Measuring or testing not otherwise provided for
    • G01D21/02Measuring two or more variables by means not covered by a single other subclass

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)
  • Length Measuring Devices By Optical Means (AREA)
  • Length Measuring Devices With Unspecified Measuring Means (AREA)

Abstract

本发明公开了一种用于圆柱形岩石试样的自动化检测装置,包括底座、垂直侧板单元A、垂直侧板单元B、试样基座、滑动测试平台单元及控制处理器,垂直侧板单元A、垂直侧板单元B和试样基座均安装于底座上,垂直侧板单元A和垂直侧板单元B正对布置于试样基座的两侧;所述滑动测试平台水平设于试样基座的上方,垂直侧板单元A和垂直侧板单元B通过滑动测试平台相连;控制处理器分别与垂直侧板单元A、垂直侧板单元B、滑动测试平台及试样基座相连。本发明还提供了一种圆柱形岩石试样自动化检测方法。本发明的有益效果为:结合激光位移测试技术、电动伸缩装置系统和计算机技术,通过一次放样,同时测得岩石试样平整度、垂直度、平行度、试样尺寸、密度等多种参数,自动化程度高。

The invention discloses an automatic detection device for a cylindrical rock sample, comprising a base, a vertical side plate unit A, a vertical side plate unit B, a sample base, a sliding test platform unit and a control processor, and a vertical side plate The unit A, the vertical side plate unit B and the sample base are all installed on the base, and the vertical side plate unit A and the vertical side plate unit B are arranged on both sides of the sample base; the sliding test platform is horizontally arranged on Above the sample base, the vertical side plate unit A and the vertical side plate unit B are connected through the sliding test platform; the control processor is respectively connected with the vertical side plate unit A, the vertical side plate unit B, the sliding test platform and the sample base . The invention also provides an automatic detection method for a cylindrical rock sample. The beneficial effects of the present invention are: combined with laser displacement testing technology, electric telescopic device system and computer technology, multiple parameters such as rock sample flatness, verticality, parallelism, sample size, density, etc. are measured at the same time through one-time lofting, high degree of automation.

Description

一种用于圆柱形岩石试样的自动化检测装置及方法An automatic detection device and method for cylindrical rock samples

技术领域technical field

本发明涉及岩土工程室内试验技术,具体涉及一种用于圆柱形岩石试样的自动化检测装置及方法。The invention relates to indoor test technology of geotechnical engineering, in particular to an automatic detection device and method for cylindrical rock samples.

背景技术Background technique

岩石试样的制备和选取工作是室内岩石试验的重要步骤。岩石试样端面平整度、垂直度、平行度及岩石试样尺寸等对试验结果影响重大,如因不符合标准而出现的偏心受压、应力集中等问题会造成整个试验的失败。对于圆柱形岩石试件,多是通过对原岩取芯、端面磨平加工而成。The preparation and selection of rock samples is an important step in indoor rock testing. The flatness, verticality, parallelism and size of the rock sample end face have a great influence on the test results. For example, problems such as eccentric compression and stress concentration due to non-compliance with the standards will cause the failure of the entire test. For cylindrical rock specimens, most of them are processed by coring the original rock and grinding the end face.

根据《2001水利水电工程岩石试验规程》的内容,室内试验要求所采用的岩石试件高度为48-54mm,试件高度与直径之比宜为2.0-2.5;高度、直径或者边长允许偏差±0.3mm;试件端面不平整度允许偏差±0.05mm;端面应垂直于端面轴线,允许偏差为0.25°。在岩石试样加工制备过程中,由于加工精度、制备磨具不规整以及由于检测方法不当引发的人为误差,导致部分岩石试样不符合标准,所以除在制备环节进行高标准要求外,对岩石试样进行严格的筛选工作也十分必要。According to the "2001 Water Conservancy and Hydropower Engineering Rock Test Regulations", the indoor test requires that the height of the rock specimen used is 48-54mm, and the ratio of the height to the diameter of the specimen should be 2.0-2.5; the allowable deviation of height, diameter or side length ± 0.3mm; the allowable deviation of the unevenness of the end face of the test piece is ±0.05mm; the end face should be perpendicular to the axis of the end face, and the allowable deviation is 0.25°. In the process of rock sample processing and preparation, some rock samples do not meet the standards due to processing accuracy, irregular preparation of abrasive tools, and human errors caused by improper detection methods. Therefore, in addition to high standard requirements in the preparation process, rock Strict screening of samples is also necessary.

目前,通常采用直尺、刀口形直角尺、游标卡尺等多种工具组合进行检测,检测过程繁琐;同时,所涉及垂直度检测(光隙法)等过程,检测精度较差,因此,有必要对现有技术进行改进。At present, rulers, knife-edge squares, vernier calipers and other tools are usually combined for detection, and the detection process is cumbersome; at the same time, the detection accuracy of the verticality detection (light gap method) involved is poor. Therefore, it is necessary to Improvements on existing technologies.

发明内容Contents of the invention

本发明的目的在于,针对现有技术的不足,提供一种检测精度高、操作简单的用于圆柱形岩石试样的自动化检测装置及方法。The object of the present invention is to provide an automatic detection device and method for cylindrical rock samples with high detection accuracy and simple operation, aiming at the deficiencies of the prior art.

本发明采用的技术方案为:一种用于圆柱形岩石试样的自动化检测装置,主要包括底座、垂直侧板单元A、垂直侧板单元B、试样基座、滑动测试平台单元及控制处理器,所述垂直侧板单元A、垂直侧板单元B和试样基座均安装于底座上,垂直侧板单元A和垂直侧板单元B正对布置于试样基座的两侧;所述滑动测试平台水平设于试样基座的上方,垂直侧板单元A和垂直侧板单元B通过滑动测试平台相连;所述控制处理器分别与垂直侧板单元A、垂直侧板单元B、滑动测试平台及试样基座相连。The technical solution adopted in the present invention is: an automatic detection device for cylindrical rock samples, mainly including a base, a vertical side plate unit A, a vertical side plate unit B, a sample base, a sliding test platform unit and a control process device, the vertical side plate unit A, the vertical side plate unit B and the sample base are installed on the base, and the vertical side plate unit A and the vertical side plate unit B are arranged on both sides of the sample base; The sliding test platform is horizontally arranged above the sample base, and the vertical side panel unit A and the vertical side panel unit B are connected through the sliding test platform; the control processor is respectively connected to the vertical side panel unit A, the vertical side panel unit B, The sliding test platform is connected to the sample base.

按上述方案,所述垂直侧板单元A包括铁板体A、推杆A和推杆作动器A,铁板体A的底部与底座固连,铁板体A的顶部预留凹槽;所述铁板体A内设有安装孔A,安装孔A内置激光位移传感器A,激光位移传感器A固定在推杆A上,推杆A与推杆作动器A相连;所述推杆作动器A上设有拉绳编码器A,激光位移传感器A和拉绳编码器A均与控制处理器相连。According to the above scheme, the vertical side plate unit A includes an iron plate body A, a push rod A and a push rod actuator A, the bottom of the iron plate body A is fixedly connected to the base, and a groove is reserved on the top of the iron plate body A; The iron plate body A is provided with a mounting hole A, the mounting hole A has a built-in laser displacement sensor A, the laser displacement sensor A is fixed on the push rod A, and the push rod A is connected with the push rod actuator A; the push rod acts as The actuator A is provided with a rope-drawing encoder A, and the laser displacement sensor A and the rope-drawing encoder A are both connected to the control processor.

按上述方案,所述垂直侧板单元B包括铁板体B、推杆B和推杆作动器B,铁板体B的底部与底座固连,铁板体B的顶部预留凹槽;所述铁板体B内设有安装孔B,安装孔B内置激光位移传感器B,激光位移传感器B固定在推杆B上,推杆B与推杆作动器B相连;所述推杆作动器B上设有拉绳编码器B,激光位移传感器B和拉绳编码器B均与控制处理器相连。According to the above scheme, the vertical side plate unit B includes an iron plate body B, a push rod B and a push rod actuator B, the bottom of the iron plate body B is fixedly connected to the base, and a groove is reserved on the top of the iron plate body B; The iron body B is provided with a mounting hole B, and the mounting hole B has a built-in laser displacement sensor B, and the laser displacement sensor B is fixed on the push rod B, and the push rod B is connected with the push rod actuator B; The actuator B is provided with a rope encoder B, and the laser displacement sensor B and the rope encoder B are both connected to the control processor.

按上述方案,所述滑动测试平台单元包含轨道、固定盒、激光位移传感器C、推杆装置和磁性吸座;所述轨道由两条与底座表面平行的导轨组成,导轨两端固结的磁性吸座内置于垂直侧板单元A和垂直侧板单元B的顶部;所述固定盒与推动装置相连,固定盒内安装激光位移传感器C,固定盒卡嵌在轨道上,并在推动装置的作用下沿轨道的长度方向滑动。According to the above scheme, the sliding test platform unit includes a track, a fixed box, a laser displacement sensor C, a push rod device and a magnetic suction seat; The suction seat is built into the top of the vertical side plate unit A and the vertical side plate unit B; the fixed box is connected with the push device, and the laser displacement sensor C is installed in the fixed box, and the fixed box is stuck on the track, and the function of the push device Slide down the length of the track.

按上述方案,所述推杆装置包括安装在轨道上的推杆作动器C和推杆C,推杆C与固定盒相连;所述拉绳编码器C固定于推杆作动器C上,所述激光位移传感器C和拉绳编码器C均分别与控制处理器相连。According to the above scheme, the push rod device includes a push rod actuator C and a push rod C installed on the track, and the push rod C is connected with the fixed box; the pull cord encoder C is fixed on the push rod actuator C , the laser displacement sensor C and the rope encoder C are connected to the control processor respectively.

按上述方案,所述试样基座包括转盘,转盘的中心设有与控制处理器相连的旋转编码器,所述转盘上部安装有称重仪,称重仪的板面中心设置有通过试样标记线分隔的试样区,岩石试样放置于试样区内。According to the above scheme, the sample base includes a turntable, the center of the turntable is provided with a rotary encoder connected to the control processor, a weighing instrument is installed on the upper part of the turntable, and the center of the weighing instrument is provided with a The sample area separated by the marking line, the rock sample is placed in the sample area.

按上述方案,所述试样标记线外侧的称重仪板面上设有两组正对的夹紧机构,夹紧机构用于在旋转过程中夹紧岩石试样。According to the above scheme, two groups of clamping mechanisms facing each other are provided on the weighing instrument panel outside the sample marking line, and the clamping mechanisms are used to clamp the rock sample during the rotation process.

按上述方案,所述夹紧机构包括固定于称重仪上的夹紧基座、穿过夹紧基座的连杆、固定于连杆端头的挡板,以及设于夹紧基座顶部的锁紧螺栓;所述锁紧螺栓伸入夹紧基座的顶端,与连杆顶紧固定。According to the above solution, the clamping mechanism includes a clamping base fixed on the weighing instrument, a connecting rod passing through the clamping base, a baffle plate fixed at the end of the connecting rod, and a The locking bolt; the locking bolt extends into the top of the clamping base, and is fastened and fixed with the connecting rod.

按上述方案,所述转盘包括转盘外圈、转盘内圈,以及设于转盘内圈和转盘外圈之间的滚珠,转盘外圈和转盘内圈相对转动;所述转盘的底部附有磁性限位板,磁性限位板与设于底座上的铁挡板吸附锁定;所述铁挡板包括铁挡板一和铁挡板二,铁挡板一和铁挡板二位于转盘底面圆的直径所在直线上。According to the above scheme, the turntable includes an outer ring of the turntable, an inner ring of the turntable, and balls arranged between the inner ring of the turntable and the outer ring of the turntable, and the outer ring of the turntable and the inner ring of the turntable rotate relatively; Position plate, the magnetic limit plate is adsorbed and locked with the iron baffle on the base; the iron baffle includes iron baffle 1 and iron baffle 2, and iron baffle 1 and iron baffle 2 are located at the bottom of the turntable. on the straight line.

本发明还提供了一种圆柱形岩石试样自动化检测方法,包括以下步骤:The present invention also provides an automatic detection method for a cylindrical rock sample, comprising the following steps:

步骤一、提供如上所述自动化检测装置;Step 1, providing the automatic detection device as described above;

步骤二、通过试样基座的试样标记线对岩石试样进行定位,保证岩石试样的下端面圆心与试样区的中心重合;Step 2, the rock sample is positioned through the sample marking line of the sample base to ensure that the center of the lower end surface of the rock sample coincides with the center of the sample area;

步骤三、同步推动两个夹紧机构固定岩石试样;Step 3. Synchronously push the two clamping mechanisms to fix the rock sample;

步骤四、旋转试样基座,使底座上的磁性限位板与铁质挡板一吸附固定,记录试样基座上的称重仪读数;Step 4. Rotate the sample base so that the magnetic limit plate on the base and the iron baffle are adsorbed and fixed, and record the reading of the weighing instrument on the sample base;

步骤五、将轨道两端方形的磁性吸座对应放置于垂直侧板单元A和垂直侧板单元B顶部的凹槽内,并通过磁性吸座将滑动平台单元吸附固定;Step 5. Place the square magnetic suction seats at both ends of the track in the grooves on the top of vertical side plate unit A and vertical side plate unit B, and fix the sliding platform unit through the magnetic suction seats;

步骤六、通过控制处理器同步启动推杆A、推杆B和推杆C,并通过激光位移传感器A测量测量岩石试样的外壁至垂直侧板单元A的距离,通过激光位移传感器B测量岩石试样的外壁至垂直侧板单元B的距离,通过激光位移传感器C测量岩石试样顶部端面与滑动测试平台单元的距离;控制处理器接收以上三组距离数据并分析处理,获得岩石试样的直径及相对高度参数;Step 6. Synchronously start push rod A, push rod B and push rod C through the control processor, and measure the distance from the outer wall of the rock sample to the vertical side plate unit A through the laser displacement sensor A, and measure the rock through the laser displacement sensor B The distance from the outer wall of the sample to the vertical side plate unit B is measured by the laser displacement sensor C from the top end surface of the rock sample to the sliding test platform unit; the control processor receives and analyzes the above three sets of distance data to obtain the rock sample Diameter and relative height parameters;

步骤七、通过控制处理器计算分析,获取岩石试样的垂直度参数;Step 7, obtain the verticality parameter of the rock sample through the calculation and analysis of the control processor;

步骤八、将试样基座旋转设定的角度,重复步骤五~步骤七;Step 8. Rotate the sample base to the set angle, and repeat steps 5 to 7;

步骤九、重复第八步,直至磁性限位板与铁质挡板二吸附固定;Step 9. Repeat step 8 until the magnetic limit plate and the iron baffle 2 are adsorbed and fixed;

步骤十、控制处理器使各推杆复位,关闭各激光位移传感器;Step 10, control the processor to reset each push rod, and turn off each laser displacement sensor;

步骤十一、控制处理器通过以上参数检测岩石试样的平整度、平行度、垂直度指标并得到密度参数,同时基于测取数据进行拟合,建立岩石试样的立体模型。Step eleven: The control processor detects the flatness, parallelism, and perpendicularity indexes of the rock sample through the above parameters and obtains the density parameter, and at the same time performs fitting based on the measured data to establish a three-dimensional model of the rock sample.

本发明的有益效果为:The beneficial effects of the present invention are:

1.本发明结合激光位移测试技术、电动伸缩装置系统和计算机技术,通过一次放样,同时测得岩石试样平整度、垂直度、平行度、试样尺寸、密度等多种参数,自动化程度高,操作简单,使用方便,进一步减少了人为因素(如光隙法等)对检测结果的影响,检测结果更加精确;且本发明采用多角度、多测点方法,记录特征点,测取参数代表性更强,方法更合理,完善和简化室内岩石试验试样测试和选取工作;1. The present invention combines laser displacement testing technology, electric telescopic device system and computer technology to measure rock sample flatness, verticality, parallelism, sample size, density and other parameters at the same time through one-time lofting, with a high degree of automation , easy to operate, easy to use, further reducing the influence of human factors (such as light gap method, etc.) It is stronger, the method is more reasonable, and it improves and simplifies the testing and selection of indoor rock test samples;

2.本发明采用激光位移传感器(测量精度可达0.01mm),拉绳编码器(测量精度0.05mm)等测量精度高,满足室内圆柱形岩石试样的检测工作;2. The present invention adopts a laser displacement sensor (measurement accuracy up to 0.01mm), a rope encoder (measurement accuracy 0.05mm) and other high measurement accuracy to meet the detection work of indoor cylindrical rock samples;

3.本发明装置和方法结合激光位移传感器、拉绳编码器及旋转编码器读取参数,通过数据拟合建立较为精确的岩石试样立体模型,为后期岩石试验的对比分析提供了宝贵的三维数字模型,同时对数值试验具有较大意义。3. The device and method of the present invention combine the reading parameters of the laser displacement sensor, pull rope encoder and rotary encoder, and establish a relatively accurate three-dimensional model of the rock sample through data fitting, providing valuable three-dimensional data for the comparative analysis of the later rock test. Numerical models are also of great significance to numerical experiments.

附图说明Description of drawings

图1为本发明一个具体实施例的结构示意图。Fig. 1 is a structural schematic diagram of a specific embodiment of the present invention.

图2为本实施例中底座、垂直侧板单元A、垂直侧板单元B、试样基座和滑动测试平台单元的连接正视图。Fig. 2 is a front view of the connection of the base, the vertical side plate unit A, the vertical side plate unit B, the sample base and the sliding test platform unit in this embodiment.

图3为图2的俯视图。FIG. 3 is a top view of FIG. 2 .

图4为本实施例中滑动测试平台单元的正视图。Fig. 4 is a front view of the sliding test platform unit in this embodiment.

图5为本实施例中滑动测试平台单元的俯视图。Fig. 5 is a top view of the sliding test platform unit in this embodiment.

图6为本实施例中图5中的A-A剖视图。Fig. 6 is a sectional view of A-A in Fig. 5 in this embodiment.

图7为本实施例中试样基座的转盘结构示意图。Fig. 7 is a schematic diagram of the turntable structure of the sample base in this embodiment.

图8为本实施例中称重仪和转盘的连接示意图。Fig. 8 is a schematic diagram of the connection between the weighing instrument and the turntable in this embodiment.

图9为本实施例中垂直侧板单元A的结构示意图。FIG. 9 is a schematic structural diagram of the vertical side plate unit A in this embodiment.

图10为本实施例中垂直侧板单元B的结构示意图。FIG. 10 is a schematic structural diagram of the vertical side plate unit B in this embodiment.

图中:1-底座;2-垂直侧板单元A;201-激光位移传感器A;202-推杆A;203-拉绳编码器A;204-推杆作动器A;205-连接基座;206-铁板体A;3-滑动平台单元;301-插头;302-电源线C;303-信号传输线C;304-推杆作动器C;305-推杆C;306-固定盒;307-轨道;308-磁性吸座;309-激光位移传感器C;310-拉绳编码器C;4-垂直侧板单元B;401-激光位移传感器B;402-推杆B;403-拉绳编码器B;404-推杆作动器B;405-铁板体B;5-试样基座;501-固定螺孔;502-转盘外圈;503-旋转编码器;504-转盘内圈;505-滚珠;506-信号传输线D;507-试样标记线;508-固定螺栓;509-锁紧螺栓;510-连杆;511-夹紧装置;512-称重仪;513-液晶显示屏;514-挡板;515-铁挡板二;516-铁挡板一;517-磁性限位板;6-岩石试样;7-控制处理器;701-处理中枢平台;702-便携式控制器;703-电源线;704-信号传输线。In the figure: 1-base; 2-vertical side plate unit A; 201-laser displacement sensor A; 202-push rod A; 203-pull rope encoder A; 204-push rod actuator A; ; 206-iron plate body A; 3-sliding platform unit; 301-plug; 302-power cord C; 303-signal transmission line C; 304-push rod actuator C; 305-push rod C; 306-fixed box; 307-track; 308-magnetic suction seat; 309-laser displacement sensor C; 310-drawing rope encoder C; 4-vertical side plate unit B; 401-laser displacement sensor B; 402-push rod B; 403-drawing rope Encoder B; 404-push rod actuator B; 405-iron body B; 5-sample base; 501-fixing screw hole; 502-rotary outer ring; ;505-ball; 506-signal transmission line D; 507-sample marking line; 508-fixing bolt; 509-locking bolt; 510-connecting rod; 511-clamping device; Screen; 514-baffle; 515-iron baffle 2; 516-iron baffle 1; 517-magnetic limit plate; 6-rock sample; 7-control processor; 701-processing central platform; 702-portable control 703-power line; 704-signal transmission line.

具体实施方式Detailed ways

为了更好地理解本发明,下面结合附图和具体实施例对本发明作进一步地描述。In order to better understand the present invention, the present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

如图1~3所示的一种用于圆柱形岩石试样的自动化检测装置,主要包括底座1、垂直侧板单元A2、垂直侧板单元B4、试样基座5、滑动测试平台单元3及控制处理器7,所述垂直侧板单元A2、垂直侧板单元B4和试样基座5均安装于底座1上,垂直侧板单元A2和垂直侧板单元B4正对布置于试样基座5的两侧;所述滑动测试平台3水平设于试样基座5的上方,垂直侧板单元A2和垂直侧板单元B4通过滑动测试平台3相连;所述控制处理器7分别通过信号传输线、电源线与垂直侧板单元A2、垂直侧板单元B4、滑动测试平台3进行信号传送与动力供应,通过信号传输线与试样基座5进行信号传送。As shown in Figures 1 to 3, an automatic detection device for cylindrical rock samples mainly includes a base 1, a vertical side plate unit A2, a vertical side plate unit B4, a sample base 5, and a sliding test platform unit 3 and a control processor 7, the vertical side plate unit A2, the vertical side plate unit B4 and the sample base 5 are all installed on the base 1, and the vertical side plate unit A2 and the vertical side plate unit B4 are arranged on the sample base The two sides of the seat 5; the sliding test platform 3 is horizontally arranged on the top of the sample base 5, and the vertical side plate unit A2 and the vertical side plate unit B4 are connected through the sliding test platform 3; the control processor 7 passes the signal respectively The transmission line, the power line, the vertical side plate unit A2, the vertical side plate unit B4, and the sliding test platform 3 perform signal transmission and power supply, and the signal transmission line and the sample base 5 perform signal transmission.

本发明中,所述底座1为扁平空心箱结构,底座1内部布置各信号传输线和电源线;底座1具有一定壁厚和较大刚度,可防止形变引起误差;底座1表面平整光滑,满足室内精密试验需求。In the present invention, the base 1 is a flat hollow box structure, and various signal transmission lines and power lines are arranged inside the base 1; the base 1 has a certain wall thickness and relatively high rigidity, which can prevent errors caused by deformation; Precision testing needs.

本发明中,所述垂直侧板单元A2包括平整光滑且规则的铁铁板体A206,铁板体A206的底部与底座1固连,铁板体A206的顶部预留凹槽A(可为方形凹槽);所述铁板体A206内设有安装孔A,安装孔A内置有高精度的激光位移传感器A201,激光位移传感器A201固定在推杆A202上,推杆A202与推杆作动器A204相连,激光位移传感器A201在推杆A202和推杆作动器A204的作用下可沿垂直方向移动;所述推杆作动器A204上设有拉绳编码器A203,其作用是精确定位、测量激光位移传感器A201的位移量;激光位移传感器A201和拉绳编码器A203均通过信号传输线A与控制处理器7进行信号传送。垂直侧板单元B4与垂直侧板单元A2结构相同,其包括平整光滑且规则的铁板体B405,铁板体B405的底部与底座1固连,铁板体B405的顶部预留凹槽B(可为方形凹槽);所述铁板体B405内设有安装孔B,安装孔B内置有高精度的激光位移传感器B401,激光位移传感器B401固定在推杆B402上,推杆B402与推杆作动器B404相连,激光位移传感器B401在推杆B402和推杆作动器B404的作用下可沿垂直方向移动;所述推杆作动器B404上设有拉绳编码器B403,其作用是精确定位与测量激光位移传感器B401的位移量;激光位移传感器B401和拉绳编码器B403均通过信号传输线B与控制处理器7进行信号传送。本实施例中,所述铁板体A206和铁板体B405的高度均为150mm,两者之间的间隔为200mm;拉绳编码器A203量程0-500mm,测量精度0.05mm。In the present invention, the vertical side plate unit A2 includes a flat, smooth and regular iron plate body A206, the bottom of the iron plate body A206 is fixedly connected with the base 1, and a groove A (which can be square Groove); the iron plate body A206 is provided with a mounting hole A, and a high-precision laser displacement sensor A201 is built in the mounting hole A, and the laser displacement sensor A201 is fixed on the push rod A202, and the push rod A202 and the push rod actuator A204 is connected, and the laser displacement sensor A201 can move along the vertical direction under the effect of the push rod A202 and the push rod actuator A204; the said push rod actuator A204 is provided with a drawstring encoder A203, and its function is to precisely locate, Measuring the displacement of the laser displacement sensor A201; both the laser displacement sensor A201 and the rope encoder A203 transmit signals through the signal transmission line A and the control processor 7. The vertical side plate unit B4 has the same structure as the vertical side plate unit A2, which includes a smooth and regular iron plate body B405, the bottom of the iron plate body B405 is fixedly connected to the base 1, and the top of the iron plate body B405 is reserved with a groove B ( It can be a square groove); the iron plate body B405 is provided with a mounting hole B, and a high-precision laser displacement sensor B401 is built in the mounting hole B, and the laser displacement sensor B401 is fixed on the push rod B402, and the push rod B402 and the push rod The actuator B404 is connected, and the laser displacement sensor B401 can move in the vertical direction under the action of the push rod B402 and the push rod actuator B404; Accurately locate and measure the displacement of the laser displacement sensor B401; both the laser displacement sensor B401 and the rope encoder B403 transmit signals through the signal transmission line B and the control processor 7. In this embodiment, the heights of the iron plate body A206 and the iron plate body B405 are both 150 mm, and the distance between them is 200 mm; the rope-drawing encoder A203 has a measuring range of 0-500 mm and a measurement accuracy of 0.05 mm.

本发明中,所述滑动测试平台单元3包含轨道307、固定盒306、高精度的激光位移传感器C309、推杆装置、拉绳编码器C310、方形的磁性吸座308、信号传输线C303及电源线302;所述轨道307由两条与底座1表面平行的导轨组成,导轨两端固结的磁性吸座308可内置于垂直侧板单元A2和垂直侧板单元B4顶部的凹槽内并与其吸附固定(磁力作用);所述固定盒306与推动装置相连,固定盒306内安装高精度的激光位移传感器C309,固定盒306卡嵌在轨道307上,并在推动装置的作用下沿轨道307的长度方向滑动;所述推杆装置包括安装在轨道上的推杆作动器C304和推杆C305,推杆C305与固定盒306相连;所述拉绳编码器C310通过主座固定于推杆作动器C304上,拉线端口一端固定于固定盒;所述信号传输线303和电源线302均经推杆作动器C304引出,另一端通过插头301与铁板体A206顶部连接的基座205活动连接;所述激光位移传感器C309和拉绳编码器C310均通过信号传输线C303与控制处理器7进行信号传送。In the present invention, the sliding test platform unit 3 includes a track 307, a fixed box 306, a high-precision laser displacement sensor C309, a push rod device, a rope encoder C310, a square magnetic suction seat 308, a signal transmission line C303 and a power line 302; the track 307 is composed of two guide rails parallel to the surface of the base 1, and the magnetic suction seats 308 fixed at both ends of the guide rails can be built into the grooves on the top of the vertical side plate unit A2 and the vertical side plate unit B4 and adsorbed to them Fixed (magnetic force); the fixed box 306 is connected with the pusher, and a high-precision laser displacement sensor C309 is installed in the fixed box 306, and the fixed box 306 is stuck on the track 307, and is moved along the track 307 under the action of the pusher. The push rod device includes a push rod actuator C304 and a push rod C305 installed on the track, and the push rod C305 is connected with the fixed box 306; the pull rope encoder C310 is fixed on the push rod through the main seat as a On the actuator C304, one end of the cable port is fixed to the fixed box; the signal transmission line 303 and the power line 302 are both drawn out through the push rod actuator C304, and the other end is flexibly connected to the base 205 connected to the top of the iron plate body A206 through the plug 301 ; Both the laser displacement sensor C309 and the rope encoder C310 transmit signals to the control processor 7 through the signal transmission line C303.

本发明中,所述试样基座5包括水平接触球式的转盘,转盘的中心设有通过信号传输线D506与控制处理器7相连的旋转编码器503,旋转编码器503的作用是准确测量试样基座5旋转角度;所述转盘上部安装有高精度的称重仪512(可为带液晶显示屏513的电子式称重仪),称重仪512的板面中心设置有通过试样标记线507分隔的试样区,岩石试样6放置于试样区内,岩石试样6的中心与激光位移传感器A201、激光位移传感器B401、激光位移传感器C309共面;试样标记线507外侧的称重仪512上设有两组正对的夹紧机构,夹紧机构用于在旋转过程中夹紧岩石试样6。优选地,所述夹紧机构包括固定于称重仪512上的夹紧基座511、穿过夹紧基座511的连杆510、固定于连杆510端头的挡板514,以及设于夹紧基座511顶部的锁紧螺栓509;所述锁紧螺栓509伸入夹紧基座511的顶端,与连杆510顶紧固定;所述挡板514为弧形板,用于岩石试样6的夹紧。优选地,所述转盘包括转盘外圈502、转盘内圈504,以及设于转盘内圈504和转盘外圈502之间的滚珠505,转盘外圈502和转盘内圈504可相对转动。优选地,所述转盘的底部附有磁性限位板517,磁性限位板517与设于底座1上的铁挡板吸附锁定;所述铁挡板为两片(包括铁挡板一516和铁挡板二515),两片铁挡板位于转盘底面圆的一直径所在直线上,从而保证试样基座5可旋转角度范围为0-180°。本实施例中,所述转盘通过固定螺栓508与称重仪512相连;所述称重仪512为高精度的电子式称重仪(电源由内置电池提供),其测量精度达0.01g;称重仪512表面的试样标记线507为的5个直径间隔为1mm的同心圆,各同心圆的圆心与滑动测试平台单元3、垂直侧板单元A2、垂直侧板单元B4的激光位移传感器共面(也即与激光位移传感器A201、激光位移传感器B401、激光位移传感器C309共面);所述挡板514由摩擦材料制成且刚度较大,其为半径100mm的弧形板。In the present invention, the sample base 5 includes a horizontal contact ball turntable, and the center of the turntable is provided with a rotary encoder 503 connected to the control processor 7 through a signal transmission line D506. The function of the rotary encoder 503 is to accurately measure the test sample. 5 rotation angles of the sample base; the upper part of the turntable is equipped with a high-precision weighing instrument 512 (it can be an electronic weighing instrument with a liquid crystal display 513), and the center of the weighing instrument 512 is provided with a passing sample mark. In the sample area separated by the line 507, the rock sample 6 is placed in the sample area, and the center of the rock sample 6 is coplanar with the laser displacement sensor A201, the laser displacement sensor B401, and the laser displacement sensor C309; The weighing instrument 512 is provided with two groups of clamping mechanisms facing each other, and the clamping mechanisms are used to clamp the rock sample 6 during the rotation. Preferably, the clamping mechanism includes a clamping base 511 fixed on the weighing instrument 512, a connecting rod 510 passing through the clamping base 511, a baffle 514 fixed at the end of the connecting rod 510, and a The locking bolt 509 on the top of the clamping base 511; the locking bolt 509 extends into the top of the clamping base 511, and is tightly fixed with the connecting rod 510; the baffle plate 514 is an arc-shaped plate for rock testing Clamping of sample 6. Preferably, the turntable includes an outer turntable ring 502 , an inner turntable ring 504 , and a ball 505 disposed between the inner turntable ring 504 and the outer turntable ring 502 , and the outer turntable ring 502 and the inner turntable ring 504 are relatively rotatable. Preferably, a magnetic limiting plate 517 is attached to the bottom of the turntable, and the magnetic limiting plate 517 is adsorbed and locked with the iron baffle on the base 1; the iron baffle is two pieces (comprising iron baffle one 516 and Iron baffle two 515), two iron baffles are located on the straight line of a diameter of the bottom surface circle of the turntable, thereby ensuring that the rotatable angle range of the sample base 5 is 0-180 °. In this embodiment, the turntable is connected to the weighing instrument 512 through the fixing bolt 508; the weighing instrument 512 is a high-precision electronic weighing instrument (power supply is provided by a built-in battery), and its measurement accuracy reaches 0.01g; The sample marking line 507 on the surface of the weighing instrument 512 is 5 concentric circles with a diameter interval of 1mm, the center of each concentric circle is coplanar with the laser displacement sensors of sliding test platform unit 3, vertical side plate unit A2, and vertical side plate unit B4 (that is, with laser displacement sensor A201, laser The displacement sensor B401 and the laser displacement sensor C309 are coplanar); the baffle plate 514 is made of friction material and has relatively high rigidity, which is an arc-shaped plate with a radius of 100 mm.

本发明中,所述控制处理器7包含相连的处理中枢平台701和便携式控制器702,处理中枢平台701通过信号传输线与各传感器相连;所述便携式控制器702也可进行类似于中枢平台701对各推杆作动器的驱动操作,增加操作便捷性。本实施例中,所述控制处理器7可进行数据的储存、处理和检测过程的控制。In the present invention, the control processor 7 includes a connected processing central platform 701 and a portable controller 702, and the processing central platform 701 is connected to each sensor through a signal transmission line; The driving operation of each push rod actuator increases the convenience of operation. In this embodiment, the control processor 7 can control the process of data storage, processing and detection.

本发明还提供了一种圆柱形岩石试样检测方法,具体包括以下步骤:The present invention also provides a method for detecting a cylindrical rock sample, specifically comprising the following steps:

步骤一、提供如上所述自动化检测装置;Step 1, providing the automatic detection device as described above;

步骤二、通过试样基座5的试样标记线507,即的5个直径间隔为1mm的同心圆,对岩石试样6进行定位,保证岩石试样6的下端面圆心与同心圆的圆心(也即试样区的中心)重合;Step 2, passing through the sample marking line 507 of the sample base 5, namely 5 concentric circles with a diameter interval of 1mm are used to locate the rock sample 6 to ensure that the center of the lower face of the rock sample 6 coincides with the center of the concentric circles (that is, the center of the sample area);

步骤三、同步推动两个夹紧机构的连杆510,使连杆510端头的挡板514夹紧岩石试样6后,通过锁定螺栓509锁紧连杆510,固定岩石试样6;Step 3, synchronously push the connecting rods 510 of the two clamping mechanisms, after the baffle plate 514 at the end of the connecting rod 510 clamps the rock sample 6, lock the connecting rod 510 through the locking bolt 509, and fix the rock sample 6;

步骤四、旋转试样基座5,使底座1上的磁性限位板517与铁质挡板一516吸附固定,记录试样基座5上的称重仪512的读数;Step 4, rotate the sample base 5, make the magnetic limit plate 517 on the base 1 and the iron baffle plate 1 516 adsorb and fix, and record the reading of the weighing instrument 512 on the sample base 5;

步骤五、将轨道307两端方形的磁性吸座308对应放置于垂直侧板单元A2和垂直侧板单元B4顶部的凹槽内,并通过磁性吸座308的磁性吸附作用将滑动平台单元3吸附固定;将插头301插入连接基座205内,接通滑动平台单元3的电源线302和信号传输线303;Step 5. Place the square magnetic suction seats 308 at both ends of the track 307 in the grooves on the top of the vertical side plate unit A2 and the vertical side plate unit B4, and absorb the sliding platform unit 3 through the magnetic adsorption of the magnetic suction seats 308 Fixing; insert the plug 301 into the connection base 205, connect the power line 302 and the signal transmission line 303 of the sliding platform unit 3;

步骤六、通过控制处理器7同步启动推杆A202、推杆B402和推杆C305,并通过激光位移传感器A201测量测量岩石试样6的外壁至垂直侧板单元A2的距离,通过激光位移传感器B401测量岩石试样6的外壁至垂直侧板单元B4的距离,通过激光位移传感器C309测量岩石试样6顶部端面与滑动测试平台单元3的距离,其中,激光位移传感器A201测取的距离读数为a1、a2……an;激光位移传感器B401测取的距离读数为b1、b2……bn;激光位移传感器C309测取的岩石试样顶部多测点相对高度值为h1、h2、h3……hm;控制处理器7接收以上三组数据并分析处理,获得岩石试样6的直径参数及相对高度参数;控制处理器7的计算过程为:Step 6. Synchronously start push rod A202, push rod B402 and push rod C305 through the control processor 7, and measure the distance from the outer wall of the rock sample 6 to the vertical side plate unit A2 through the laser displacement sensor A201, and measure the distance through the laser displacement sensor B401 Measure the distance from the outer wall of the rock sample 6 to the vertical side plate unit B4, and measure the distance between the top end surface of the rock sample 6 and the sliding test platform unit 3 through the laser displacement sensor C309, wherein the distance reading measured by the laser displacement sensor A201 is a 1 , a 2 ... a n ; the distance readings measured by the laser displacement sensor B401 are b 1 , b 2 ... b n ; the relative height values of the multi-measuring points at the top of the rock sample measured by the laser displacement sensor C309 are h 1 , h 2 , h 3 ... h m ; the control processor 7 receives and analyzes the above three sets of data, and obtains the diameter parameter and the relative height parameter of the rock sample 6; the calculation process of the control processor 7 is:

1)激光位移传感器A201与激光位移传感器B401之间的距离为L1=200mm,控制处理器7内置计算程序D1=1/n{(L1-a1-b1)+(L1-a2-b2)+……+(L1-an-bn)}其中D1为岩石试样6的平均直径;Dmax1=Max|L1-ai-bi|,(i=1,2......n),Dmax1为岩石试样6直径的最大值;Dmin1=Min|L1-ai-bi|,(i=1,2......n),Dmin1为岩石试样6直径的最小值;通过计算程序得到岩石试样6的平均直径D1及岩石试样6直径的最大偏差值(Dmax1-Dmin1),当岩石试样6的直径偏差小于0.3mm时,表示该岩石试样6的直径符合规范标准;1) The distance between the laser displacement sensor A201 and the laser displacement sensor B401 is L 1 =200mm, and the control processor 7 has a built-in calculation program D 1 =1/n{(L 1 -a 1 -b 1 )+(L 1 - a 2 -b 2 )+…+(L 1 -a n -b n )} where D 1 is the average diameter of rock sample 6; D max1 =Max|L 1 -a i -b i |,(i =1,2...n), D max1 is the maximum diameter of the rock sample 6; D min1 =Min|L 1 -a i -b i |, (i=1,2.... ..n), D min1 is the minimum value of the diameter of the rock sample 6; the average diameter D1 of the rock sample 6 and the maximum deviation (D max1 -D min1 ) of the diameter of the rock sample 6 are obtained by the calculation program, when the rock When the diameter deviation of the sample 6 is less than 0.3 mm, it means that the diameter of the rock sample 6 meets the standard;

2)激光位移传感器C309测得称重仪512面板与滑动测试平台单元3之间的距离为L2=150mm,控制处理器7内置计算程序:H1=1/m{(L2-h1)+(L2-h2)++……+(L2-hm)},其中,H1为岩石试样6的平均高度;Hmax1=Max|(hi-hj)|,(i,j=1,2.....m,i≠j)(m值可自行选取,如当m=5时,即测点为对应直径的起始端点,1/4点,圆心,3/4点,终止端点),Hmax1为岩石试样6高度的最大偏差值;通过计算程序得到岩石试样6的平均高度H1及岩石试样高度的最大偏差值Hmax1,当岩石试样6的高度偏差小于0.3mm时,表示该岩石试样6的高度符合规范标准;2) The laser displacement sensor C309 measures the distance between the weighing instrument 512 panel and the sliding test platform unit 3 as L 2 =150mm, and the control processor 7 has a built-in calculation program: H 1 =1/m{(L 2 -h 1 )+(L 2 -h 2 )++...+(L 2 -h m )}, where H 1 is the average height of rock sample 6; H max1 =Max|(h i -h j )|, (i,j=1,2.....m,i≠j) (m value can be selected by yourself, for example, when m=5, the measuring point is the starting point of the corresponding diameter, 1/4 point, the center of the circle , 3/4 point, end point), H max1 is the maximum deviation value of the height of rock sample 6; the average height H 1 of rock sample 6 and the maximum deviation value H max1 of rock sample height are obtained by the calculation program, when the rock When the height deviation of the sample 6 is less than 0.3 mm, it means that the height of the rock sample 6 meets the standard;

步骤七、通过控制处理器7计算分析,获取岩石试样6的垂直度参数(面与线夹角)α1和α2;控制处理器7内置计算程序a1=arctan[|a1-an|/H1] a2=arctan[|b1-bn|/H1],其中H1为岩石试样6的平均高度;当α1和α2均小于0.25°时,表示岩石试样6的垂直度符合规范标准;Step 7. Through the calculation and analysis of the control processor 7, the verticality parameters (angle between the surface and the line) α 1 and α 2 of the rock sample 6 are obtained; the control processor 7 has a built-in calculation program a 1 =arctan[|a 1 -a n |/H 1 ] a 2 =arctan[|b 1 -b n |/H 1 ], where H 1 is the average height of rock sample 6; when both α 1 and α 2 are less than 0.25°, it means that the rock test The verticality of sample 6 meets the specification standard;

步骤八、将试样基座5旋转设定的角度,重复步骤五~步骤七;控制处理器7内置程序,试样基座5每次旋转的角度相同如每次旋转20°、30°或60°等,经多次旋转后可至180°;Step 8: Rotate the sample base 5 to a set angle, repeat steps 5 to 7; control the built-in program of the processor 7, and the angle of each rotation of the sample base 5 is the same, such as 20°, 30° or 60°, etc., it can reach 180° after multiple rotations;

步骤九、重复第八步,直至磁性限位板517与铁质挡板二515吸附固定,此时试样基座5旋转180°;Step 9, repeat the eighth step until the magnetic limiting plate 517 and the iron baffle plate 2 515 are adsorbed and fixed, and the sample base 5 is rotated 180° at this time;

步骤十、控制处理器7使各推杆复位,关闭各激光位移传感器;Step ten, the control processor 7 resets each push rod, and closes each laser displacement sensor;

步骤十一、控制处理器7通过汇总相对高度值h1~hz(z为最后相对高度测试编号)等以上参数检测岩石平整度和平行度,获取岩石试样的垂直度、直径、高度、密度等多种参数,并基于测取数据进行拟合,建立较为精确地岩石试样6的立体模型。Step 11, the control processor 7 detects the rock flatness and parallelism by summarizing the above parameters such as the relative height value h 1 ~ h z (z is the last relative height test number), and obtains the verticality, diameter, height, Density and other parameters, and fitting based on the measured data, to establish a more accurate three-dimensional model of the rock sample 6.

最后应说明的是,以上仅为本发明的优选实施例而已,并不用于限制本发明,尽管参照实施例对本发明进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换,但是凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。Finally, it should be noted that the above are only preferred embodiments of the present invention, and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the embodiments, those skilled in the art can still understand the foregoing The technical solutions recorded in each embodiment are modified, or some of the technical features are equivalently replaced, but within the spirit and principles of the present invention, any modifications, equivalent replacements, improvements, etc., shall be included in the present invention within the scope of protection.

Claims (10)

1. a kind of automatic detection device for cylindrical rock sample, which is characterized in that include mainly pedestal, perpendicular side plate Unit A, perpendicular side plate unit B, sample pedestal, sliding test platform unit and control processor, the perpendicular side plate unit A, Perpendicular side plate unit B and sample pedestal are mounted on pedestal, and perpendicular side plate unit A and perpendicular side plate unit B face are arranged in The both sides of sample pedestal;The sliding test platform level is set to the top of sample pedestal, perpendicular side plate unit A and perpendicular side plate Unit B is connected by sliding test platform;The control processor respectively with perpendicular side plate unit A, perpendicular side plate unit B, cunning Dynamic test platform and sample pedestal are connected.
2. being used for the automatic detection device of cylindrical rock sample as described in claim 1, which is characterized in that described vertical Side plate unit A includes iron plate body A, push rod A and push rod actuator A, and bottom and the pedestal of iron plate body A are connected, the top of iron plate body A Reserved groove;Mounting hole A, laser displacement sensor A built in mounting hole A, laser displacement sensor A are equipped in the iron plate body A It is fixed on push rod A, push rod A is connected with push rod actuator A;The push rod actuator A is equipped with drawstring encoder A, laser position Displacement sensor A and drawstring encoder A are connected with control processor.
3. being used for the automatic detection device of cylindrical rock sample as described in claim 1, which is characterized in that described vertical Side plate unit B includes iron plate body B, push rod B and push rod actuator B, and bottom and the pedestal of iron plate body B are connected, the top of iron plate body B Reserved groove;Mounting hole B, laser displacement sensor B built in mounting hole B, laser displacement sensor B are equipped in the iron plate body B It is fixed on push rod B, push rod B is connected with push rod actuator B;The push rod actuator B is equipped with drawstring encoder B, laser position Displacement sensor B and drawstring encoder B are connected with control processor.
4. being used for the automatic detection device of cylindrical rock sample as described in claim 1, which is characterized in that the sliding Test platform unit includes track, fixed bin, laser displacement sensor C, push rod device and magnetic suction base;The track is by two The guide rail composition parallel with susceptor surface, the magnetic suction base of guide rail both ends consolidation are built in perpendicular side plate unit A and perpendicular side plate The top of unit B;The fixed bin is connected with pushing meanss, and laser displacement sensor C is installed in fixed bin, and fixed bin inlay card exists On track, and slided along the length direction of track under the action of pushing meanss.
5. being used for the automatic detection device of cylindrical rock sample as claimed in claim 4, which is characterized in that the push rod Device includes installation push rod actuator C and push rod C in orbit, and push rod C is connected with fixed bin;The drawstring encoder C is solid Due on push rod actuator C, the laser displacement sensor C and drawstring encoder C are respectively connected with control processor.
6. being used for the automatic detection device of cylindrical rock sample as described in claim 1, which is characterized in that the sample Pedestal includes turntable, and the center of turntable is equipped with the rotary encoder being connected with control processor, and the turntable top is equipped with title Weight instrument, the plate face of weighing instrument are provided centrally with the sample area separated by sample marking line, and rock sample is positioned in sample area.
7. being used for the automatic detection device of cylindrical rock sample as claimed in claim 6, which is characterized in that the sample Weighing instrument plate face on the outside of mark line is equipped with the clamp system of two groups of faces, and clamp system in rotary course for clamping rock Stone sample.
8. being used for the automatic detection device of cylindrical rock sample as claimed in claim 7, which is characterized in that the clamping Mechanism include the clamp base being fixed on weighing instrument, across clamp base connecting rod, be fixed on the baffle of link end, and Clamping screw at the top of clamp base;The clamping screw stretches into the top of clamp base, and fixation is held out against with connecting rod.
9. being used for the automatic detection device of cylindrical rock sample as claimed in claim 6, which is characterized in that the turntable Ball including turntable outer ring, turntable inner ring, and between turntable inner ring and turntable outer ring, turntable outer ring and turntable inner ring It relatively rotates;The bottom of the turntable has magnetic limiting plate, and magnetic limiting plate is locked with the iron baffle absorption on pedestal; The iron baffle includes iron baffle one and iron baffle two, and iron baffle one and iron baffle two are located at where the diameter of a circle of turntable bottom surface directly On line.
10. a kind of cylindrical rock sample automated detection method, which is characterized in that include the following steps:
Step 1: providing automatic detection device described in claim 1;
Step 2: the sample marking line by sample pedestal positions rock sample, ensure the lower face circle of rock sample The heart is overlapped with the center of sample area;
Step 3: synchronous push two clamp systems to fix rock sample;
Step 4: spinning sample pedestal, makes the magnetic limiting plate on pedestal be fixed with the absorption of irony baffle one, records sample pedestal On weighing instrument reading;
Step 5: the rectangular magnetic suction base correspondence in track both ends is positioned at the top of perpendicular side plate unit A and perpendicular side plate unit B Groove in, and by magnetic suction base by sliding platform unit adsorb fix;
Step 6: by control processor synchronous averaging push rod A, push rod B and push rod C, and measured by laser displacement sensor A The outer wall of rock sample is measured to the distance of perpendicular side plate unit A, the outer wall of rock sample is measured by laser displacement sensor B To the distance of perpendicular side plate unit B, rock sample top end surface and sliding test platform list are measured by laser displacement sensor C The distance of member;Control processor receives above three groups of range data and analyzing processings, obtains the diameter of rock sample and relatively high Spend parameter;
It is analyzed Step 7: being calculated by control processor, obtains the verticality parameter of rock sample;
Step 8: by the angle of sample pedestal rotation setting, step 5~step 7 is repeated;
Step 9: the 8th step is repeated, until magnetic limiting plate is fixed with the absorption of irony baffle two;
Step 10: control processor makes each push rod reset, each laser displacement sensor is closed;
Step 11: control processor is by the flatness of the above parameter detecting rock sample, the depth of parallelism, verticality index and obtains It is fitted to density parameter, while based on data are measured, establishes the three-dimensional model of rock sample.
CN201810445930.6A 2018-05-11 2018-05-11 Automatic detection device and method for cylindrical rock sample Active CN108534836B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810445930.6A CN108534836B (en) 2018-05-11 2018-05-11 Automatic detection device and method for cylindrical rock sample

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810445930.6A CN108534836B (en) 2018-05-11 2018-05-11 Automatic detection device and method for cylindrical rock sample

Publications (2)

Publication Number Publication Date
CN108534836A true CN108534836A (en) 2018-09-14
CN108534836B CN108534836B (en) 2020-01-14

Family

ID=63477209

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810445930.6A Active CN108534836B (en) 2018-05-11 2018-05-11 Automatic detection device and method for cylindrical rock sample

Country Status (1)

Country Link
CN (1) CN108534836B (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111256558A (en) * 2020-02-27 2020-06-09 浙江博阳压缩机有限公司 Comprehensive detection device and method for air cylinder slide sheet groove
CN111912723A (en) * 2019-05-09 2020-11-10 深圳光启尖端技术有限责任公司 Puncture force testing method, puncture force testing device and system of sample to be tested
WO2022033058A1 (en) * 2020-08-11 2022-02-17 上纬新材料科技股份有限公司 Laser positioning device and method for assisting mechanical testing of frp plate manufacturing
CN114252333A (en) * 2021-12-08 2022-03-29 浙江浙交检测技术有限公司 A system and method for measuring petrophysical parameters

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101086443A (en) * 2006-06-08 2007-12-12 萨林技术有限公司 Device for determining precious stone shape
CN202486036U (en) * 2012-02-20 2012-10-10 马春德 A bamboo-type high-precision rock free expansion rate measuring device
CN104006748A (en) * 2014-05-15 2014-08-27 深圳市巨兆数码有限公司 Method and system for measuring size of flexible-packaging battery
CN105157569A (en) * 2015-08-31 2015-12-16 宁夏共享模具有限公司 Lost foam mould laser measuring machine
CN205120041U (en) * 2015-11-06 2016-03-30 绵阳诺金粉末冶金有限公司 Product size detection machine
CN106840033A (en) * 2017-03-13 2017-06-13 武汉理工大学 A kind of profile of steel rail detection means and method based on image procossing
CN206496725U (en) * 2017-03-07 2017-09-15 东华理工大学 Rock sample size verification instrument

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101086443A (en) * 2006-06-08 2007-12-12 萨林技术有限公司 Device for determining precious stone shape
CN202486036U (en) * 2012-02-20 2012-10-10 马春德 A bamboo-type high-precision rock free expansion rate measuring device
CN104006748A (en) * 2014-05-15 2014-08-27 深圳市巨兆数码有限公司 Method and system for measuring size of flexible-packaging battery
CN105157569A (en) * 2015-08-31 2015-12-16 宁夏共享模具有限公司 Lost foam mould laser measuring machine
CN205120041U (en) * 2015-11-06 2016-03-30 绵阳诺金粉末冶金有限公司 Product size detection machine
CN206496725U (en) * 2017-03-07 2017-09-15 东华理工大学 Rock sample size verification instrument
CN106840033A (en) * 2017-03-13 2017-06-13 武汉理工大学 A kind of profile of steel rail detection means and method based on image procossing

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111912723A (en) * 2019-05-09 2020-11-10 深圳光启尖端技术有限责任公司 Puncture force testing method, puncture force testing device and system of sample to be tested
CN111256558A (en) * 2020-02-27 2020-06-09 浙江博阳压缩机有限公司 Comprehensive detection device and method for air cylinder slide sheet groove
WO2022033058A1 (en) * 2020-08-11 2022-02-17 上纬新材料科技股份有限公司 Laser positioning device and method for assisting mechanical testing of frp plate manufacturing
CN114252333A (en) * 2021-12-08 2022-03-29 浙江浙交检测技术有限公司 A system and method for measuring petrophysical parameters

Also Published As

Publication number Publication date
CN108534836B (en) 2020-01-14

Similar Documents

Publication Publication Date Title
CN108534836B (en) Automatic detection device and method for cylindrical rock sample
CN110220439B (en) A crack measuring device for high-speed railway base inspection
CN220568715U (en) Probe positioning device
CN109668549A (en) A kind of laser measuring device for measuring of civil engineering test
CN201423556Y (en) A rotary measuring tool setting device
CN213897069U (en) Foundation settlement detector
CN201463816U (en) External conicity measuring device
CN217083623U (en) Detection apparatus for slider
CN215371962U (en) An angle adjustment bracket
CN108801122B (en) Use method of hemispherical valve sphere eccentricity measuring device
CN207866642U (en) Wear detector for bottom pivot mushroom head
CN211476957U (en) Center line spacing error detection device
CN207180575U (en) Construction engineering quality detector detection rule for verticality calibrating installation
CN211875477U (en) A semi-rigid material drying shrinkage test placement bracket
KR20130091390A (en) Goniometer of planar lightguide circuit
CN108662968B (en) Hemispherical valve sphere eccentric measuring device
CN118347389A (en) A building curtain wall flatness detection device
CN216160061U (en) Five-axis detection device of X-ray stress determinator
CN212988218U (en) Soft board thickness detection device
CN109975159A (en) A rapid test device for hardness unit of comprehensive test bench
CN202533067U (en) Angular instrument
CN208059741U (en) A kind of construction-engineering project management detection ruler
CN211235473U (en) Device for measuring underwater dynamic and static friction coefficients between plastic plate and steel plate
CN210862478U (en) A device for detecting thickness deviation at the edge of a lens
CN209763975U (en) Measure measuring device of ultrasonic wave test block hole degree of depth

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant