CN104792623A - Full-automatic rock point load test instrument - Google Patents
Full-automatic rock point load test instrument Download PDFInfo
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Abstract
本发明涉及测定岩石点载荷强度的实验装置,尤其涉及一种全自动岩石点载荷试验仪,包括液压千斤顶、活动液压加荷锥、固定加荷锥、电动液压装置和测量系统,液压千斤顶的液压缸通过加压液压管和排压液压管与电动液压装置相连通,活动液压加荷锥固定在液压千斤顶的活塞上方,固定加荷锥固定在载荷支架横梁,测量系统包括自动测量装置、液体流量传感器和液压传感器,液体流量传感器和液压传感器依次安装在加压液压管中;本发明提高了试验仪的效能和安全性,并实现了全自动载荷参数测量。
The invention relates to an experimental device for measuring rock point load strength, in particular to a fully automatic rock point load tester, comprising a hydraulic jack, a movable hydraulic loading cone, a fixed loading cone, an electro-hydraulic device and a measuring system, and a hydraulic jack of the hydraulic jack. The cylinder is connected with the electro-hydraulic device through the pressure hydraulic pipe and the pressure discharge hydraulic pipe. The movable hydraulic loading cone is fixed above the piston of the hydraulic jack, and the fixed loading cone is fixed on the load support beam. The measuring system includes automatic measuring device, liquid flow The sensor and the hydraulic sensor, the liquid flow sensor and the hydraulic sensor are sequentially installed in the pressurized hydraulic pipe; the invention improves the efficiency and safety of the tester, and realizes automatic load parameter measurement.
Description
技术领域 technical field
本发明涉及测定岩石点载荷强度的实验装置,尤其涉及一种全自动岩石点载荷试验仪。 The invention relates to an experimental device for measuring rock point load strength, in particular to an automatic rock point load tester.
背景技术 Background technique
点载荷试验是岩体工程中岩体分级(RMR、CSMR等)研究和强度参数的一个十分重要的指标,对各类大型岩体工程,特别是矿山和大型地下岩体工程的支护以及围岩稳定分析具有十分重要的作用。同时,点载荷试验不仅具有简易快捷,能进行原始状态的现场测试,具有工时少、费用低和便于大量试验的优点,还拥有能对不易进行常规试验的软岩与严重风化岩石的强度指标进行测试的特点。 Point load test is a very important index for the research of rock mass classification (RMR, CSMR, etc.) and strength parameters in rock mass engineering. Rock stability analysis plays a very important role. At the same time, the point load test is not only simple and fast, it can carry out on-site testing of the original state, it has the advantages of less man-hours, low cost and convenience for a large number of tests. Characteristics of the test.
岩石点荷载强度试验方法是国际岩石力学学会试验方法委员会于1972年建议采用的,1985年又对该方法进行了修正。其试验是将岩石试件置两个球形圆锥状压板之间,对试件施加集中荷载,直至破坏,然后根据破坏荷载求得岩石的点荷载强度,并以其点荷载强度作为岩石强度分类及岩体风化分类的指标,也可用于评价岩石强度的各向异性程度,预估与之相关的其它强度如单轴抗压强度和抗拉强度等指标,进而可计算出岩基的承载力。 The rock point load strength test method was recommended by the Test Method Committee of the International Society of Rock Mechanics in 1972, and was revised in 1985. The test is to place the rock specimen between two spherical conical pressure plates, apply a concentrated load to the specimen until it fails, and then obtain the point load strength of the rock according to the failure load, and use the point load strength as the rock strength classification and The index of rock mass weathering classification can also be used to evaluate the degree of anisotropy of rock strength, estimate other related strength indexes such as uniaxial compressive strength and tensile strength, and then calculate the bearing capacity of rock foundation.
现有的点荷载试验设备中,主要包括XD-2型携带式点荷载试验机和STDZ-2型携带式数显点荷载试验仪,两者结构类似。其中应用较普遍的XD-2型携带式点荷载试验机,主要由加荷系统、荷载测量系统组成。其加荷系统加荷系统包括加荷框架、加荷锥和加荷装置;加荷框架有足够的刚度,可保证在最大破坏荷载的反复作用下不会产生永久性扭曲;加荷锥球面曲率半径为5.0 mm,园锥的顶角为60°,采用坚硬材料制成;加荷装置采用手摇液压油泵,由千斤顶活塞将液压传到加荷锥,对试验施加荷载。荷载测量系统荷载测量系统采用的是DY-2000型数字测试仪。 The existing point load test equipment mainly includes XD-2 portable point load tester and STDZ-2 portable digital display point load tester, both of which have similar structures. Among them, the widely used XD-2 portable point load testing machine is mainly composed of a loading system and a load measuring system. Its loading system The loading system includes a loading frame, a loading cone and a loading device; the loading frame has sufficient rigidity to ensure that no permanent distortion will occur under the repeated action of the maximum destructive load; the spherical curvature of the loading cone The radius of the cone is 5.0 mm, the apex angle of the cone is 60°, and it is made of hard materials; the loading device uses a hand-operated hydraulic oil pump, and the hydraulic pressure is transmitted to the loading cone by the jack piston to apply the load to the test. Load measurement system The load measurement system uses the DY-2000 digital tester.
XD-2型携带式点荷载试验机能较快、较准确测定岩石的载荷强度,并能数字显示其强度值;然而,这类仪器存在的不足之处在于:(1)其加荷装置采用手摇液压油泵,试验量较大情况下,需要的人力劳动强度较大,且试验过程中,岩石易受压发生弹射,试验人员容易被岩石弹射击伤;(2)其荷载测量系统需采用DY-2000型数字测试仪独立设备,试验时,需组装,其测量系统设备结构较复杂,成本较大,安装拆卸较繁琐。 The XD-2 portable point load testing machine can quickly and accurately measure the load strength of the rock, and can digitally display its strength value; however, the shortcomings of this type of instrument are: (1) its loading device adopts manual Rocking a hydraulic oil pump requires a large amount of manpower when the test volume is large, and during the test process, the rock is easily ejected under pressure, and the test personnel are easily injured by the rock ejection; (2) the load measurement system needs to adopt DY The -2000 type digital tester is an independent device, and it needs to be assembled during the test. The structure of the measuring system equipment is relatively complicated, the cost is large, and the installation and disassembly are cumbersome.
为解改善以上不足,本发明提出了一种全自动岩石点载荷试验仪,其加荷系统引入电动加荷装置,并将点荷载测试仪中的加荷系统和荷载测量系统有机结合,旨在实现点载荷试验仪结构一体化,提高试验仪的效能和安全性,并实现全自动载荷参数测试。 In order to solve and improve the above deficiencies, the present invention proposes a fully automatic rock point load tester, whose loading system introduces an electric loading device, and organically combines the loading system and the load measurement system in the point load tester, aiming at Realize the structural integration of the point load tester, improve the performance and safety of the tester, and realize automatic load parameter testing.
发明内容 Contents of the invention
本发明所要解决的技术问题是:简化现有技术中的点载荷试验仪结构,实现点载荷试验仪结构一体化,提高试验仪的效能和安全性,并实现全自动载荷参数测试。 The technical problem to be solved by the present invention is to simplify the structure of the point load tester in the prior art, realize the structural integration of the point load tester, improve the efficiency and safety of the tester, and realize the automatic load parameter test.
为解决其技术问题本发明所采用的技术方案为:一种全自动岩石点载荷试验仪,包括加荷系统和测量系统,加荷系统包括液压千斤顶1、活动液压加荷锥2、固定加荷锥3、电动液压装置4、载荷支架横梁6和载荷支架7,液压千斤顶1的液压缸通过加压液压管9和排压液压管10与电动液压装置4相连通,活动液压加荷锥2固定在液压千斤顶1的活塞上方,固定加荷锥3固定在载荷支架横梁6,活动液压加荷锥2与固定加荷锥3共中心线,载荷支架横梁6固定安装在载荷支架7; In order to solve its technical problems, the technical solution adopted in the present invention is: a fully automatic rock point load tester, including a loading system and a measuring system, the loading system includes a hydraulic jack 1, a movable hydraulic loading cone 2, a fixed loading Cone 3, electro-hydraulic device 4, load support beam 6 and load support 7, the hydraulic cylinder of hydraulic jack 1 communicates with electro-hydraulic device 4 through pressure hydraulic pipe 9 and pressure discharge hydraulic pipe 10, and movable hydraulic loading cone 2 is fixed Above the piston of the hydraulic jack 1, the fixed loading cone 3 is fixed on the load bracket beam 6, the movable hydraulic loading cone 2 and the fixed loading cone 3 have the same center line, and the load bracket beam 6 is fixedly installed on the load bracket 7;
其特征在于:电动液压装置4包括储液罐12、液压泵13、传动杆14、偏心轮15、转动传动装置16和转动电机17,储液罐12的进液口连接排压液压管10,储液罐12的出液口通过安装有单向阀11的导液管与液压泵13进液口相连通,液压泵13的出液口连接加压液压管9,液压泵13的活塞通过传动杆与偏心轮15的偏心轴相连,偏心轮15通过转动传动装置16与转动电机17相连,加压液压管9和排压液压管10分别安装有单向阀11和电控排压阀18,测量系统包括自动测量装置5、液体流量传感器19和液压传感器20,液体流量传感器19和液压传感器20依次安装在加压液压管9中,液体流量传感器19和液压传感器20靠近液压千斤顶1进液口处,自动测量装置5包括功能控制板21、显示板22和单片机30,功能控制板21上设置有启动开关27、自动测量键28和手动调压钮29,显示板上22设置有最大载荷显示器23、最大载荷形变显示器24、瞬时载荷显示器25和瞬时载荷形变显示器26,液体流量传感器19、液压传感器20和功能控制板21通过信号导线接入单片机30信号输入接口,单片机30信号输出接口连接有电动液压装置4、电控排压阀18、最大载荷显示器23、最大载荷形变显示器24、瞬时载荷显示器25和瞬时载荷形变显示器26。 It is characterized in that: the electrohydraulic device 4 includes a liquid storage tank 12, a hydraulic pump 13, a transmission rod 14, an eccentric wheel 15, a rotating transmission device 16, and a rotating motor 17, and the liquid inlet of the liquid storage tank 12 is connected to the pressure discharge hydraulic pipe 10, The liquid outlet of the liquid storage tank 12 is connected with the liquid inlet of the hydraulic pump 13 through the catheter tube equipped with the check valve 11, the liquid outlet of the hydraulic pump 13 is connected with the pressurized hydraulic pipe 9, and the piston of the hydraulic pump 13 passes through the transmission The rod is connected with the eccentric shaft of the eccentric wheel 15, and the eccentric wheel 15 is connected with the rotating motor 17 through the rotating transmission device 16, and the pressure hydraulic pipe 9 and the pressure discharge hydraulic pipe 10 are respectively equipped with a one-way valve 11 and an electronically controlled pressure relief valve 18, The measuring system includes an automatic measuring device 5, a liquid flow sensor 19 and a hydraulic sensor 20, the liquid flow sensor 19 and the hydraulic sensor 20 are sequentially installed in the pressurized hydraulic pipe 9, and the liquid flow sensor 19 and the hydraulic sensor 20 are close to the liquid inlet of the hydraulic jack 1 The automatic measuring device 5 includes a function control board 21, a display board 22 and a single-chip microcomputer 30, the function control board 21 is provided with a start switch 27, an automatic measurement key 28 and a manual pressure regulating button 29, and the display board 22 is provided with a maximum load indicator 23, the maximum load deformation display 24, the instantaneous load display 25 and the instantaneous load deformation display 26, the liquid flow sensor 19, the hydraulic pressure sensor 20 and the function control panel 21 are connected to the single-chip microcomputer 30 signal input interface through the signal wire, and the single-chip microcomputer 30 signal output interface is connected with Electrohydraulic device 4 , electronically controlled pressure relief valve 18 , maximum load display 23 , maximum load deformation display 24 , instantaneous load display 25 and instantaneous load deformation display 26 .
作为进一步具体优化, 所述载荷支架7中部安装有岩石置放平台8,岩石置放平台8中部设有加荷窗口,加荷窗口中心位于活动液压加荷锥2与固定加荷锥3共同中心线上。 As a further specific optimization, a rock placement platform 8 is installed in the middle of the load support 7, a loading window is provided in the middle of the rock placement platform 8, and the center of the loading window is located at the common center of the movable hydraulic loading cone 2 and the fixed loading cone 3 on-line.
作为进一步具体优化, 所述载荷支架横梁6和岩石置放平台8均通过松紧螺丝结构固定在载荷支架7上,载荷支架横梁6和岩石置放平台8的高度可上下调节。 As a further specific optimization, the load support beam 6 and the rock placement platform 8 are fixed on the load support 7 through elastic screw structures, and the heights of the load support beam 6 and the rock placement platform 8 can be adjusted up and down.
作为进一步具体优化,所述单片机30内包含有较大容量的数据存储器(RAM),单片机30还连接有数据传输系统31,功能控制板21上还设置有数据输出键32。 As a further specific optimization, the single-chip microcomputer 30 includes a large-capacity data memory (RAM), and the single-chip microcomputer 30 is also connected to a data transmission system 31 , and a data output key 32 is also provided on the function control board 21 .
作为进一步具体优化,所述数据传输系统31为usb数据传输系统或者无线wifi数据传输系统。 As a further specific optimization, the data transmission system 31 is a usb data transmission system or a wireless wifi data transmission system.
工作步骤及原理:本发明进行岩石点载荷测试时,将待测岩石块置入已调和高度的岩石置放平台8上,并将测岩石块重心稳定在岩石置放平台8的加荷窗口中心线上;打开启动开关27,可开通试验仪电源。 Working steps and principle: when the present invention performs the rock point load test, the rock block to be tested is placed on the rock placement platform 8 whose height has been adjusted, and the center of gravity of the rock block to be tested is stabilized at the loading window center of the rock placement platform 8 Online; turn on the start switch 27 to turn on the power supply of the tester.
当启动自动测量键28,本发明的自动测量装置5可通过单片机30控制电动液压装置4的液压泵13逐步将压液压向液压千斤顶1液压缸内;液压千斤顶1缸内压液的不断增多,可使液压千斤顶1的活塞不断上升,其活塞的上升位移(d)与液压千斤顶1液压缸内的压液流入量(V)成正比:d= V/S,(其中S为活塞固定面积);因而其上升位移(d)可通过加压液压管9上液体流量传感器19的感应流量(V)计算出来,其计算过程通过单片机处理,并将其上升位移(d)显示在瞬时载荷形变显示器26中;当液压千斤顶1活塞上部的活动加压锥2受到岩石的应力时,其应力会传递到液压千斤顶1活塞,液压千斤顶1液压缸内的压液会产生相应的液压压强,不考虑液压千斤顶1活塞和活动加压锥2的重力对其活塞的作用,其液压千斤顶1液压缸内液压压强(P)与岩石应力(F)的关系:F=P*S(其中S为活塞固定面积),因而其岩石应力(F)可通过加压液压管9中液压传感器20的感应压强(P)计算出来,其计算过程通过单片机30处理,将岩石应力(F)的瞬时值显示在瞬时载荷显示器25,同时,单片机30通过累计比较两个相邻时间点的岩石应力(F)最大值,可将其测试过程的岩石应力(F)最大值储存在数据储存器内,并将岩石应力(F)最大值和相应的位移(d)分别显示在最大载荷显示器23和最大载荷形变显示器24上;当岩石形变破碎后,其应力的瞬间趋零可触发单片机30控制电动液压装置4的转动电机17停止转动,并控制电控排压阀18排压;整个测量过程自动进行,其测量数据全面且直观。 When starting the automatic measurement key 28, the automatic measurement device 5 of the present invention can gradually press the hydraulic pressure to the hydraulic jack 1 hydraulic cylinder by the hydraulic pump 13 of the electrohydraulic device 4 controlled by the single-chip microcomputer 30; The piston of the hydraulic jack 1 can be continuously raised, and the rising displacement (d) of the piston is proportional to the inflow of hydraulic fluid (V) in the hydraulic cylinder of the hydraulic jack 1: d= V/S, (where S is the fixed area of the piston) ; Thereby its rising displacement (d) can be calculated by the induction flow rate (V) of the liquid flow sensor 19 on the pressurized hydraulic pipe 9, and its calculation process is processed by a single-chip computer, and its rising displacement (d) is displayed on the instantaneous load deformation display 26; when the movable pressure cone 2 on the upper part of the piston of the hydraulic jack 1 receives the stress of the rock, the stress will be transmitted to the piston of the hydraulic jack 1, and the hydraulic pressure in the hydraulic cylinder of the hydraulic jack 1 will generate a corresponding hydraulic pressure, regardless of the hydraulic pressure. The effect of the gravity of the piston of jack 1 and the movable pressurizing cone 2 on its piston, the relationship between the hydraulic pressure (P) in the hydraulic cylinder of hydraulic jack 1 and the rock stress (F): F=P*S (wherein S is the fixed area of the piston ), so its rock stress (F) can be calculated by the induced pressure (P) of the hydraulic sensor 20 in the pressurized hydraulic pipe 9, and the calculation process is processed by the single-chip microcomputer 30, and the instantaneous value of the rock stress (F) is displayed in the instantaneous load Display 25, at the same time, the single-chip microcomputer 30 can store the rock stress (F) maximum value of its test process in the data memory by accumulatively comparing the rock stress (F) maximum value of two adjacent time points, and the rock stress ( F) The maximum value and the corresponding displacement (d) are displayed on the maximum load display 23 and the maximum load deformation display 24 respectively; when the rock is deformed and broken, the momentary stress of the rock can trigger the single-chip microcomputer 30 to control the rotation motor of the electrohydraulic device 4 17 stops rotating, and controls the electric control pressure relief valve 18 to discharge pressure; the whole measurement process is carried out automatically, and its measurement data is comprehensive and intuitive.
当需要手动控制时,将手动调压钮29调扭至所需压力值,其加荷系统加荷到对应压力值后停止加荷。 When manual control is required, the manual pressure regulating knob 29 is adjusted to the required pressure value, and the loading system stops loading after being loaded to the corresponding pressure value.
有益效果:本发明所述全自动岩石点载荷试验仪通过在加荷系统的加压液压管9中安装液体流量传感器19和液压传感器20,并通过自动测量装置5内单片机30的分析处理得出岩石形变量和岩石载荷强度,此测量结构相比现有的测量系统,结构更为简单,制造成本更小,并能较好地实现加荷系统和测量系统的一体化;同时,本发明引入了电动加荷装置4和自动测量装置5,测量过程自动进行,其测量数据全面、直观且可靠,能较大地降低试验劳动强度,提高工作效率,且试验人员能与待测岩石保持一定安全距离,避免被岩石弹射击伤。本发明整体结构相比于现有技术中的点载荷试验仪,简化了试验仪结构,实现了结构一体化,提高了试验仪的效能和安全性,并实现了全自动载荷参数测量。 Beneficial effects: the fully automatic rock point load tester of the present invention is obtained by installing a liquid flow sensor 19 and a hydraulic pressure sensor 20 in the pressurized hydraulic pipe 9 of the loading system, and through the analysis and processing of the single-chip microcomputer 30 in the automatic measuring device 5 Rock deformation and rock load strength, this measurement structure is simpler in structure and lower in manufacturing cost than the existing measurement system, and can better realize the integration of the loading system and the measurement system; at the same time, the present invention introduces The electric loading device 4 and the automatic measuring device 5 are installed, and the measurement process is carried out automatically. The measurement data is comprehensive, intuitive and reliable, which can greatly reduce the labor intensity of the test and improve work efficiency, and the test personnel can keep a certain safe distance from the rock to be tested. , to avoid being injured by rock bullets. Compared with the point load tester in the prior art, the overall structure of the present invention simplifies the structure of the tester, realizes structural integration, improves the efficiency and safety of the tester, and realizes automatic load parameter measurement.
附图说明 Description of drawings
图1为本发明结构示意图; Fig. 1 is a structural representation of the present invention;
图2为本发明液压千斤顶与电动液压装置的连接结构示意图; Fig. 2 is a schematic diagram of the connection structure between the hydraulic jack and the electro-hydraulic device of the present invention;
图3为本发明电动液压装置结构示意图; Fig. 3 is a structural schematic diagram of the electrohydraulic device of the present invention;
图4为本发明电路结构示意图; Fig. 4 is a schematic diagram of the circuit structure of the present invention;
图5为本发明自动测量装置结构示意图; Fig. 5 is the structural representation of automatic measuring device of the present invention;
图中:1为液压千斤顶、2为活动加压锥、3为固定加压锥、4为电动液压装置、5为自动测量装置、6为载荷支架横梁、7为载荷支架、8为岩石置放平台、9为加压液压管、10为排压液压管、11为单向阀、12为储液罐、13为液压泵、14为传动杆、15为偏心轮、16为转动传动装置、17为转动电机、18为电控排压阀、19为液体流量传感器、20为液压传感器、21为功能控制板、22为显示板、23为最大载荷显示器、24为最大载荷形变显示器、25为瞬时载荷显示器、26为瞬时载荷形变显示器、27为启动开关、28为自动测量键、29为手动调压钮、30为单片机、31为数据传输系统、32为数据输出键。 In the figure: 1 is a hydraulic jack, 2 is a movable pressurized cone, 3 is a fixed pressurized cone, 4 is an electro-hydraulic device, 5 is an automatic measuring device, 6 is a load support beam, 7 is a load support, 8 is a rock placement Platform, 9 is a pressurized hydraulic pipe, 10 is a pressure discharge hydraulic pipe, 11 is a one-way valve, 12 is a liquid storage tank, 13 is a hydraulic pump, 14 is a transmission rod, 15 is an eccentric wheel, 16 is a rotating transmission device, 17 Rotating motor, 18, electric pressure relief valve, 19, liquid flow sensor, 20, hydraulic sensor, 21, function control board, 22, display board, 23, maximum load display, 24, maximum load deformation display, 25, instantaneous Load display, 26 is the instantaneous load deformation display, 27 is the start switch, 28 is the automatic measurement key, 29 is the manual pressure regulating button, 30 is the single-chip microcomputer, 31 is the data transmission system, 32 is the data output key.
具体实施方式 Detailed ways
参照附图进一步说明实现本发明的实施方式(如图 1、图2 、图3、图4、图5所示): Refer to the accompanying drawings to further illustrate the implementation of the present invention (as shown in Figure 1, Figure 2, Figure 3, Figure 4, and Figure 5):
一种全自动岩石点载荷试验仪,包括加荷系统和测量系统,加荷系统包括液压千斤顶1、活动液压加荷锥2、固定加荷锥3、电动液压装置4、载荷支架横梁6和载荷支架7;液压千斤顶1的液压缸通过加压液压管9和排压液压管10与电动液压装置4相连通;活动液压加荷锥2固定在液压千斤顶1的活塞上方,固定加荷锥3固定在载荷支架横梁6,活动液压加荷锥2与固定加荷锥3共中心线,载荷支架横梁6固定安装在载荷支架7;电动液压装置4包括储液罐12、液压泵13、传动杆14、偏心轮15、转动传动装置16和转动电机17,储液罐12的进液口连接排压液压管10,储液罐12的出液口通过安装有单向阀11的导液管与液压泵13进液口相连通,液压泵13的出液口连接加压液压管9,液压泵13的活塞通过传动杆与偏心轮15的偏心轴相连,偏心轮15通过转动传动装置16与转动电机17相连;加压液压管9和排压液压管10分别安装有单向阀11和电控排压阀18;测量系统包括自动测量装置5、液体流量传感器19和液压传感器20,液体流量传感器19和液压传感器20依次安装在加压液压管9中,液体流量传感器19和液压传感器20靠近液压千斤顶1进液口处;自动测量装置5包括功能控制板21、显示板22和单片机30,功能控制板21上设置有启动开关27、自动测量键28和手动调压钮29,显示板上22设置有最大载荷显示器23、最大载荷形变显示器24、瞬时载荷显示器25和瞬时载荷形变显示器26,液体流量传感器19、液压传感器20和功能控制板21通过信号导线接入单片机30信号输入接口,单片机30信号输出接口连接有电动液压装置4、电控排压阀18、最大载荷显示器23、最大载荷形变显示器24、瞬时载荷显示器25和瞬时载荷形变显示器26。 A fully automatic rock point load tester, including a loading system and a measuring system, the loading system includes a hydraulic jack 1, a movable hydraulic loading cone 2, a fixed loading cone 3, an electrohydraulic device 4, a load support beam 6 and a load The bracket 7; the hydraulic cylinder of the hydraulic jack 1 communicates with the electrohydraulic device 4 through the pressure hydraulic pipe 9 and the pressure discharge hydraulic pipe 10; the movable hydraulic loading cone 2 is fixed above the piston of the hydraulic jack 1, and the fixed loading cone 3 is fixed On the load support beam 6, the movable hydraulic loading cone 2 and the fixed loading cone 3 have the same center line, and the load support beam 6 is fixedly installed on the load support 7; the electrohydraulic device 4 includes a liquid storage tank 12, a hydraulic pump 13, and a transmission rod 14 , eccentric wheel 15, rotating transmission device 16 and rotating motor 17, the liquid inlet of liquid storage tank 12 is connected with pressure discharge hydraulic pipe 10, and the liquid outlet of liquid storage tank 12 is connected with the hydraulic pressure by the guide pipe that one-way valve 11 is installed. The liquid inlet of the pump 13 is connected, the liquid outlet of the hydraulic pump 13 is connected with the pressurized hydraulic pipe 9, the piston of the hydraulic pump 13 is connected with the eccentric shaft of the eccentric wheel 15 through the transmission rod, and the eccentric wheel 15 is connected with the rotating motor through the rotating transmission device 16 17 connected; the pressurized hydraulic pipe 9 and the discharge hydraulic pipe 10 are respectively equipped with a check valve 11 and an electronically controlled pressure relief valve 18; the measuring system includes an automatic measuring device 5, a liquid flow sensor 19 and a hydraulic sensor 20, and the liquid flow sensor 19 and hydraulic sensor 20 are installed in the pressurized hydraulic pipe 9 in sequence, and the liquid flow sensor 19 and the hydraulic sensor 20 are near the liquid inlet of the hydraulic jack 1; The board 21 is provided with a start switch 27, an automatic measurement key 28 and a manual pressure regulating button 29, and the display board 22 is provided with a maximum load display 23, a maximum load deformation display 24, an instantaneous load display 25 and an instantaneous load deformation display 26, and the liquid flow The sensor 19, the hydraulic sensor 20 and the function control board 21 are connected to the signal input interface of the single-chip microcomputer 30 through signal wires, and the signal output interface of the single-chip microcomputer 30 is connected with an electrohydraulic device 4, an electronically controlled pressure relief valve 18, a maximum load display 23, and a maximum load deformation display 24. Instantaneous load display 25 and instantaneous load deformation display 26.
以下为本发明进一步具体优化实施: The following are further specific optimization implementations of the present invention:
所述载荷支架7中部安装有岩石置放平台8,岩石置放平台8中部设有加荷窗口,加荷窗口中心位于活动液压加荷锥2与固定加荷锥3共同中心线上。 A rock placement platform 8 is installed in the middle of the load support 7, and a loading window is provided in the middle of the rock placement platform 8, and the center of the loading window is located on the common center line of the movable hydraulic loading cone 2 and the fixed loading cone 3.
所述载荷支架横梁6和岩石置放平台8均通过松紧螺丝结构固定在载荷支架7上,载荷支架横梁6和岩石置放平台8的高度可上下调节。 The load bracket beam 6 and the rock placement platform 8 are all fixed on the load bracket 7 by elastic screw structure, and the height of the load bracket beam 6 and the rock placement platform 8 can be adjusted up and down.
所述单片机30内包含有较大容量的数据存储器(RAM),单片机30还连接有数据传输系统31,功能控制板21上还设置有数据输出键32。 The single-chip microcomputer 30 includes a large-capacity data memory (RAM), and the single-chip microcomputer 30 is also connected to a data transmission system 31 , and the function control board 21 is also provided with a data output key 32 .
所述数据传输系统31为usb数据传输系统或者无线wifi数据传输系统中的其中一种。 The data transmission system 31 is one of a usb data transmission system or a wireless wifi data transmission system.
Claims (5)
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| CN107101889A (en) * | 2017-06-16 | 2017-08-29 | 湖北武大珞珈工程结构检测咨询有限公司 | A kind of large-tonnage can rate controlling load apparatus |
| CN108398331A (en) * | 2018-02-23 | 2018-08-14 | 山东大学 | A kind of rock multiple information acquisition system and test method |
| CN108731899A (en) * | 2018-05-25 | 2018-11-02 | 中国船舶科学研究中心(中国船舶重工集团公司第七0二研究所) | Big load automatic releasing mechanism |
| CN110879175A (en) * | 2019-09-29 | 2020-03-13 | 浙江工业大学 | Replaceable loading head type load tester for calcareous sand |
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| CN112326476A (en) * | 2020-11-02 | 2021-02-05 | 武汉科技大学 | A kind of rock multi-field coupled rheological test method and equipment under dynamic load |
| CN112362482A (en) * | 2020-11-02 | 2021-02-12 | 山西银锋科技有限公司 | Rock point load test method |
| CN113640101A (en) * | 2021-09-08 | 2021-11-12 | 浙江岩创科技有限公司 | Rock sample point load tester and test method |
| CN113758919A (en) * | 2021-07-09 | 2021-12-07 | 广东粤海珠三角供水有限公司 | Tunnel bottom grouting model test device and test method |
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| CN106596896A (en) * | 2016-12-30 | 2017-04-26 | 山东大学 | On-site tunnel real-time surrounding rock classification system and method |
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| CN106680099B (en) * | 2017-02-17 | 2019-02-19 | 江苏金沙地理信息有限公司 | A kind of high-precision dot load test instrument with automatic detection function |
| CN107101889A (en) * | 2017-06-16 | 2017-08-29 | 湖北武大珞珈工程结构检测咨询有限公司 | A kind of large-tonnage can rate controlling load apparatus |
| CN108398331A (en) * | 2018-02-23 | 2018-08-14 | 山东大学 | A kind of rock multiple information acquisition system and test method |
| CN108731899A (en) * | 2018-05-25 | 2018-11-02 | 中国船舶科学研究中心(中国船舶重工集团公司第七0二研究所) | Big load automatic releasing mechanism |
| CN111220463A (en) * | 2019-09-06 | 2020-06-02 | 山东大学 | A system and method for predicting uniaxial compressive strength of rock |
| CN110879175A (en) * | 2019-09-29 | 2020-03-13 | 浙江工业大学 | Replaceable loading head type load tester for calcareous sand |
| CN112326476A (en) * | 2020-11-02 | 2021-02-05 | 武汉科技大学 | A kind of rock multi-field coupled rheological test method and equipment under dynamic load |
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| CN112326476B (en) * | 2020-11-02 | 2025-01-03 | 武汉科技大学 | A method and equipment for testing multi-field coupled rheological tests of rocks under dynamic loads |
| CN113758919A (en) * | 2021-07-09 | 2021-12-07 | 广东粤海珠三角供水有限公司 | Tunnel bottom grouting model test device and test method |
| CN113758919B (en) * | 2021-07-09 | 2024-06-18 | 广东粤海珠三角供水有限公司 | Tunnel bottom grouting model test device and test method |
| CN113640101A (en) * | 2021-09-08 | 2021-11-12 | 浙江岩创科技有限公司 | Rock sample point load tester and test method |
| CN114791390A (en) * | 2022-04-13 | 2022-07-26 | 山东省地质矿产勘查开发局第一地质大队(山东省第一地质矿产勘查院) | Detection apparatus for rock bearing capacity for geological survey |
| CN119985120A (en) * | 2025-02-18 | 2025-05-13 | 内蒙古工业大学 | A point load test device for measuring rock deformation parameters |
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