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CN100543799C - Geologic structure deformation simulative experiment instrument - Google Patents

Geologic structure deformation simulative experiment instrument Download PDF

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CN100543799C
CN100543799C CNB2005101230868A CN200510123086A CN100543799C CN 100543799 C CN100543799 C CN 100543799C CN B2005101230868 A CNB2005101230868 A CN B2005101230868A CN 200510123086 A CN200510123086 A CN 200510123086A CN 100543799 C CN100543799 C CN 100543799C
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geological structure
experimental
structure deformation
deformation simulation
experiment instrument
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CN1790444A (en
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贾东
解国爱
吴晓俊
刘正
张庆龙
朱文斌
舒良树
卢华复
张岳桥
杨振宇
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Nanjing University
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Abstract

本发明所述的地质构造变形模拟实验仪,包括基架,在基架上设有显示地质构造的实验箱,该实验箱的两侧为透明平板,两端为可以前后移动的推板,推板由驱动机构驱动,在实验箱的上方设有砂斗,该砂斗安装在水平往复行走机构上。与现有技术相比,本发明的优点在于能够进行同沉积生长地层的构造变形模拟实验,既可以定量控制沉积岩层的模拟变形速率,又可以定量控制和模拟沉积速率,对构造变形过程中的应变状态实时动态观测。结构简单合理,使用方便,效果好。

The geological structure deformation simulation experiment instrument of the present invention comprises a base frame, on which an experimental box for displaying the geological structure is arranged. The board is driven by a driving mechanism, and a sand bucket is arranged above the test box, and the sand bucket is installed on a horizontal reciprocating walking mechanism. Compared with the prior art, the present invention has the advantage of being able to carry out structural deformation simulation experiments of syn-sedimentary growth strata, which can not only quantitatively control the simulated deformation rate of sedimentary rock layers, but also quantitatively control and simulate the sedimentation rate. Real-time dynamic observation of strain state. The structure is simple and reasonable, the use is convenient and the effect is good.

Description

地质构造变形模拟实验仪 Geological structure deformation simulation experiment instrument

一、技术领域 1. Technical field

本发明涉及一种沉积岩层变形构造模拟的实验设备,是通过模拟实验来展示自然界地质构造变形过程以及对变形过程中有限应变的动态观察和精确测量的模拟实验仪。尤其是可以用于模拟研究具有同沉积生长地层的构造变形过程,也就是模拟与沉积作用同步发育的岩层的变形过程。The invention relates to an experimental device for simulating deformation structure of sedimentary rock layer, which is a simulation experimental device for displaying the deformation process of natural geological structure and dynamic observation and accurate measurement of finite strain in the deformation process through simulation experiments. In particular, it can be used to simulate and study the structural deformation process of strata with syn-sedimentary growth, that is, to simulate the deformation process of rock strata that develop synchronously with sedimentation.

二、背景技术 2. Background technology

构造变形模拟是研究地质构造变形过程的一种重要的实验技术手段。上世纪80年代中期以来,构造变形物理模拟方法在国内外构造地质学研究领域取得了显著成效,一些国际著名大学和研究所纷纷建立了各自的相关实验室,例如,美国斯坦福大学、赖斯大学、缅因州大学、英国伦敦大学、瑞士伯尔尼大学和瑞典乌普萨拉大学等。在国内,中国石油大学(北京)1991年建立了构造物理模拟实验室,主要用于模拟含油气盆地构造和油气运移方面的实验研究,其实验室建设概要和部分成果在1999年公开出版的专著中做了一些介绍《盆地构造研究中的砂箱模拟实验方法,周建勋、漆家福和童亨茂,1999,地震出版社》;中国地震局地质研究所构造物理开放实验室,在岩石破裂和摩擦与地震震源物理过程、地震前兆特征与物理机理,地壳和上地幔岩石的物理性质和流变性质与地震成因机制及动力学等方面进行过大量的实验研究。然而,自然界地质构造的变形方式和过程是极其复杂的,每一种实验模拟设备都存在局限性,只能针对特定的研究对象和实验目的进行专门模拟实验研究。近年来,国内外构造地质学家十分重视研究具有同沉积生长地层的构造变形过程,强调沉积过程与构造变形过程之间的相互关系,但是目前现有的构造变形模拟实验设备都不能实现这一研究目的,并且缺乏对构造变形过程中有限应变状态的动态实时观察和记录。Structural deformation simulation is an important experimental technique for studying the deformation process of geological structures. Since the mid-1980s, the physical simulation method of structural deformation has achieved remarkable results in the field of structural geology research at home and abroad. Some internationally renowned universities and research institutes have established their own related laboratories, for example, Stanford University, Rice University , University of Maine, University of London, University of Bern, Switzerland, and Uppsala University, Sweden. In China, China University of Petroleum (Beijing) established a structural physics simulation laboratory in 1991, which is mainly used for experimental research on the simulation of oil and gas basin structure and oil and gas migration. The summary of the laboratory construction and some results were published in 1999. Some introductions have been made in the monograph "Sandbox Simulation Experiment Method in Basin Tectonic Research, Zhou Jianxun, Qi Jiafu and Tong Hengmao, 1999, Earthquake Press"; A large number of experimental studies have been carried out on the physical process of the earthquake source, the characteristics and physical mechanism of earthquake precursors, the physical and rheological properties of the crust and upper mantle rocks, and the mechanism and dynamics of earthquakes. However, the deformation mode and process of natural geological structures are extremely complex, and each experimental simulation equipment has limitations, and only special simulation experiments can be carried out for specific research objects and experimental purposes. In recent years, structural geologists at home and abroad have attached great importance to the study of the structural deformation process with syn-sedimentary growth strata, emphasizing the relationship between the depositional process and the structural deformation process, but the existing structural deformation simulation experimental equipment cannot realize this. There is a lack of dynamic real-time observation and recording of the finite strain state during structural deformation.

三、发明内容 3. Contents of the invention

1、发明目的:本发明的目的是针对现有技术中存在的不足,而提供的一种既方便实用,又精确合理的地质构造变形模拟实验仪。该实验仪既可以模拟同沉积生长地层构造变形过程,又可以对构造变形过程中的应变状态实现动态实时观察和记录。1. Purpose of the invention: the purpose of the present invention is to provide a convenient and practical, accurate and reasonable geological structure deformation simulation experimental instrument aimed at the deficiencies in the prior art. The experimental instrument can not only simulate the structural deformation process of the synsedimentary growth strata, but also realize dynamic real-time observation and recording of the strain state during the structural deformation process.

2、技术方案:为实现上述目的,本发明所述的地质构造变形模拟实验仪,包括基架,在基架上设有显示地质构造变形过程的实验箱,该实验箱的两侧为透明平板,两端为可以前后移动的推板,推板由驱动机构驱动,在实验箱的上方设有砂斗,该砂斗安装在水平往复行走机构上。2. Technical solution: In order to achieve the above object, the geological structure deformation simulation experiment instrument of the present invention comprises a base frame, and an experimental box showing the deformation process of the geological structure is arranged on the base frame, and the two sides of the experimental box are transparent flat plates , both ends are push plates that can move back and forth, the push plates are driven by the driving mechanism, and a sand bucket is arranged above the test box, and the sand bucket is installed on the horizontal reciprocating walking mechanism.

所述的水平往复行走机构是安装在实验箱两侧的水平轨道上的,砂斗安装在该水平轨道上,并由驱动机构驱动。The horizontal reciprocating mechanism is installed on the horizontal rails on both sides of the test box, and the sand bucket is installed on the horizontal rails and driven by the driving mechanism.

所述驱动机构由带有轨道的直线行走机构、伺服电机和减速器组成。The driving mechanism is composed of a linear traveling mechanism with a track, a servo motor and a reducer.

本发明的工作原理是:地质构造模拟综合实验仪是一套具有多种功能的专用设备。除了具有地质构造模拟实验所需要的拉张、挤压、拱升等功能外,还可自动均匀添加实验材料,并在实验材料表面生成规定的图案。所有的装置均集成在三张串联的工作台上,结构紧凑,便于操作、维修。整个装置的动力均由计算机控制的伺服电机提供。The working principle of the present invention is: the geological structure simulation comprehensive experimental instrument is a set of special equipment with multiple functions. In addition to the functions of tension, extrusion, and arching required for geological structure simulation experiments, it can also automatically add experimental materials uniformly and generate specified patterns on the surface of experimental materials. All the devices are integrated on three series-connected workbenches, which are compact in structure and easy to operate and maintain. The entire unit is powered by computer-controlled servo motors.

实验仪的中央为一用来盛放实验材料和做实验的实验箱。其箱体的两侧为透明的钢化玻璃,耐磨且便于观察实验过程,箱体的周边有不锈钢制作的框架,既能承受一定的压力,又不影响观察实验。两侧与底部有密封体,用来密封实验材料。在箱体的两端各设有电动缸,这是一个精度较高的机械装置,现在被广泛应用在机械手、机器人等各种机电一体化的设备上。在伺服电机的驱动下经过减速器的减速后,电动缸的推杆带动箱体两端的推板作水平往复运动,为实验提供充足的动力、合适的速度和精确的位移等运动控制作用。In the center of the experimental apparatus is an experimental box used to hold experimental materials and conduct experiments. Both sides of the box are made of transparent tempered glass, which is wear-resistant and easy to observe the experiment process. There is a frame made of stainless steel around the box, which can bear a certain pressure without affecting the observation experiment. There are sealing bodies on both sides and the bottom, which are used to seal the experimental materials. There are electric cylinders at both ends of the box, which is a high-precision mechanical device, and is now widely used in various mechatronic equipment such as manipulators and robots. Driven by the servo motor and decelerated by the reducer, the push rod of the electric cylinder drives the push plates at both ends of the box to reciprocate horizontally, providing sufficient power, suitable speed and precise displacement for the experiment.

同样底部也设有推板,并在伺服电机、减速器和电动缸的的驱动下作垂直上下的往复运动。但为了保证在断电的情况下保持实验状态不变,该伺服电机装有刹车,在系统停电时能迅速吸合。电动缸在计算机的控制下可做不同速度,不同方向的协调运动,从而达到研究人员的要求。Similarly, the bottom is also provided with a push plate, which reciprocates vertically up and down under the drive of the servo motor, reducer and electric cylinder. However, in order to ensure that the experimental state remains unchanged in the event of a power failure, the servo motor is equipped with a brake, which can quickly pull in when the system is powered off. Under the control of the computer, the electric cylinder can perform coordinated movements at different speeds and in different directions, so as to meet the requirements of researchers.

置于实验箱上部的加料装置(砂斗)在装上砂后,在伺服电机驱动下,其出砂口在实验箱两端之间沿轨道(直线单元1)来回往复运动,并在振动器的帮助下均匀地将实验材料布撒在实验箱里。通过调节出砂口的大小和砂斗移动速度的大小,可模拟不同沉积速率的沉积岩层的生成过程。The feeding device (sand bucket) placed on the upper part of the test box is loaded with sand, and driven by the servo motor, its sand outlet moves back and forth between the two ends of the test box along the track (linear unit 1), and the vibrator With the help of the test material evenly distributed in the test box. By adjusting the size of the sand outlet and the moving speed of the sand bucket, the generation process of sedimentary rock layers with different deposition rates can be simulated.

表面刻线自动生成装置,分别在伺服电机的驱动下,沿X方向轨道(直线单元1)、Y方向轨道(直线单元2)做协调运动,并通过微量泵,向模型表面注入颜料,生成相应的图案,供直接观察,从而达到测量有限应变的目的。The surface engraving automatic generation device, under the drive of the servo motor, makes coordinated movements along the X-direction track (linear unit 1) and the Y-direction track (linear unit 2), and injects pigments into the surface of the model through a micropump to generate corresponding The pattern is for direct observation, so as to achieve the purpose of measuring finite strain.

整个模拟实验仪用计算机控制,通过计算机的键盘、鼠标直接向实验仪发出指令,指挥协调实验仪各执行元件的动作。加装记录装置后,可记录实验过程和实验结果。其中计算机控制技术可采用现有技术予以实现。The whole simulation experiment instrument is controlled by computer, and commands are sent directly to the experiment instrument through the keyboard and mouse of the computer to command and coordinate the actions of the actuators of the experiment instrument. After installing the recording device, the experimental process and experimental results can be recorded. Wherein the computer control technology can be realized by adopting the existing technology.

3、有益效果:与现有技术相比,本发明的优点在于能够进行同沉积生长地层的构造变形模拟实验,既可以定量控制沉积岩层的模拟变形速率,又可以定量控制和模拟沉积速率,对构造变形过程中的应变状态实时动态观测。结构简单合理,使用方便,效果好。3. Beneficial effects: Compared with the prior art, the present invention has the advantage of being able to carry out the structural deformation simulation experiment of the same depositional growth strata, which can quantitatively control the simulated deformation rate of the sedimentary rock layer, and can also quantitatively control and simulate the deposition rate. Real-time dynamic observation of strain state during structural deformation. The utility model has the advantages of simple and reasonable structure, convenient use and good effect.

四、附图说明 4. Description of drawings

图1是本发明的结构示意图。Fig. 1 is a structural schematic diagram of the present invention.

图2是图1的俯视图。FIG. 2 is a top view of FIG. 1 .

图3是添加装置的结构示意图。Fig. 3 is a schematic structural view of the adding device.

图4是图3的侧视图。FIG. 4 is a side view of FIG. 3 .

图5是实验箱的结构示意图。Fig. 5 is a schematic diagram of the structure of the experiment box.

图6是图5的侧视图。FIG. 6 is a side view of FIG. 5 .

图7是本发明的控制原理图。Fig. 7 is a control principle diagram of the present invention.

五、具体实施方式 5. Specific implementation

本发明主要提供地质构造模拟实验所需的各种动作。如图所示,置于基架1上的实验箱2的底部用厚20mm的有机玻璃做衬里,外表用不锈钢制作,轻便、美观、耐用。为了便于观察实验的变化,两侧用带有刻度的厚10mm钢化玻璃做侧板,刻度最小间隔为1mm,四周用不锈钢做边框。两端推板3是活动的,用厚20mm有机玻璃制作,推板3的底边和两侧用毛毡做密封,保证实验时实验材料不会泄漏。实验箱的大小可根据实验的需要做成不同的规格。如尺寸为(长×宽×高,单位mm,下同):1600×800×400,1600×600×400、1600×600×200、1600×400×400、1600×400×300、1600×400×200、1600×200×400。根据需要还可在实验箱的底部留一活动推板5,用作拱升实验时使用。推板由驱动机构驱动,该驱动机构由电动缸6、伺服电机7和减速器8组成。The present invention mainly provides various actions required for geological structure simulation experiments. As shown in the figure, the bottom of the experimental box 2 placed on the base frame 1 is lined with plexiglass with a thickness of 20 mm, and the exterior is made of stainless steel, which is light, beautiful and durable. In order to facilitate the observation of the changes in the experiment, the sides are made of tempered glass with a thickness of 10 mm and scales, the minimum interval between the scales is 1 mm, and the frame is made of stainless steel. The push plates 3 at both ends are movable, made of plexiglass with a thickness of 20mm, and the bottom edge and both sides of the push plate 3 are sealed with felt to ensure that the experimental materials will not leak during the experiment. The size of the experimental box can be made into different specifications according to the needs of the experiment. For example, the size is (length×width×height, in mm, the same below): 1600×800×400, 1600×600×400, 1600×600×200, 1600×400×400, 1600×400×300, 1600×400 ×200, 1600×200×400. A movable push plate 5 can also be left at the bottom of the test box as required, which can be used for arching experiments. Push plate is driven by drive mechanism, and this drive mechanism is made up of electric cylinder 6, servo motor 7 and speed reducer 8.

实验箱的两端推板3可以是一个整体的,也可以分成两块。分成两块时,四块推板在四只水平安装的电动缸的推杆推动下做直线运动。根据实验的需要,推板3可以相向运动,也可以同向运动。可以匀速运动,也可变速运动。位移速度在0.001mm/s~2812.5mm/s之间可调。为了能适时地了解实验仪的工作情况,并加以控制,电动缸的控制采用计算机全程监视的控制方式,在计算机的屏幕上实时地显示实验仪的工作状况。在实验仪上有添加系统位移、速度的显示,位移显示精度不低于0.0001mm,速度显示精度不低于0.0001mm/s。每只电动缸的有效行程为750mm,最大推力为8000N。为了保障整个装置的安全运行,控制柜上装有急停按钮,发生以外时按下该按钮后,整个装置停止工作。计算机控制技术完全可以采用通常的控制技术。The push plate 3 at both ends of the experiment box can be a whole, also can be divided into two. When divided into two pieces, the four push plates move linearly under the push rods of four horizontally installed electric cylinders. According to the needs of the experiment, the push plates 3 can move in opposite directions or in the same direction. It can move at a constant speed or at a variable speed. The displacement speed is adjustable between 0.001mm/s~2812.5mm/s. In order to understand and control the working conditions of the experimental instrument in a timely manner, the control of the electric cylinder adopts the control method of computer monitoring throughout the whole process, and the working conditions of the experimental instrument are displayed in real time on the computer screen. The display of displacement and speed of the system is added to the experimental instrument, the displacement display accuracy is not less than 0.0001mm, and the speed display accuracy is not less than 0.0001mm/s. The effective stroke of each electric cylinder is 750mm, and the maximum thrust is 8000N. In order to ensure the safe operation of the whole device, an emergency stop button is installed on the control cabinet, and the whole device will stop working when the button is pressed in case of accident. The computer control technology can fully adopt the usual control technology.

为了使实验能尽量地再现自然真实的情况,需要将实验材料均匀地布撒在实验箱2内。为了实现这一功能,沿实验仪的两侧设有两根有效行程为1800mm长、载荷平台额定垂直载荷300公斤的直线水平轨道9(直线单元1)。载荷平台的移动速度在0.0001mm/s~191.92mm/s可调。位移显示精度不低于0.0001mm,速度显示精度不低于0.0001mm/s。实验材料添加装置安装在直线水平轨道9上。实验材料添加装置包括一个主要部分一砂斗4。直线水平轨道9驱动砂斗移动,实验材料就均匀地布撒在实验箱2内。砂斗4为不锈钢制作,用基架与直线水平轨道9(直线单元1)连接。在计算机的控制下匀速地往复运动,运动的同时打开出砂口将实验材料均匀地布撒在实验箱2里。为保证布撒的均匀,砂斗4上安装有振动器11,布砂时打开振动器,这样能保证落砂的均匀性。直线行走机构在计算机控制下,可方便地调整速度,以适应不同的材料。同时,砂斗4上还可安装数码照相机、数码摄相机等记录仪器10,用于记录实验过程。此外机架上还安装了划线装置,用于在实验前材料表面自动生成图案。In order to make the experiment reproduce the natural and real situation as much as possible, it is necessary to spread the experimental materials evenly in the experimental box 2 . In order to realize this function, two linear horizontal rails 9 (linear unit 1) with an effective stroke of 1800 mm long and a rated vertical load of 300 kg on the loading platform are provided along both sides of the tester. The moving speed of the loading platform is adjustable from 0.0001mm/s to 191.92mm/s. The displacement display accuracy is not lower than 0.0001mm, and the speed display accuracy is not lower than 0.0001mm/s. The experimental material adding device is installed on the straight horizontal track 9 . The experimental material adding device includes a main part—a sand bucket 4 . The straight horizontal track 9 drives the sand bucket to move, and the experimental materials are evenly distributed in the experimental box 2 . The sand bucket 4 is made of stainless steel, and is connected with the linear horizontal track 9 (linear unit 1) with a base frame. Under the control of the computer, it reciprocates at a uniform speed, and at the same time opens the sand outlet to spread the experimental materials evenly in the experimental box 2. In order to ensure the uniformity of spreading, a vibrator 11 is installed on the sand bucket 4, and the vibrator is turned on when distributing sand, so that the uniformity of sand falling can be guaranteed. The linear traveling mechanism is under computer control, and the speed can be adjusted conveniently to suit different materials. Simultaneously, recording instruments 10 such as a digital camera and a digital video camera can also be installed on the sand bucket 4 for recording the experimental process. In addition, a scribing device is installed on the rack to automatically generate patterns on the surface of the material before the experiment.

为了更好地观察实验对象变化的情况,需要在材料表面画出一定的图案。这就需要该装置能有一个二维(X-Y)方向协调运动的机构,但又不能使机构过于庞大,因而就利用材料添加装置中的直线行走机构(直线单元1)作为一个基本单元,在此基础上再加装另一个(Y)方向的与之垂直的直线行走机构(直线单元2)。其基本参数为:有效行程750mm、载荷平台额定垂直载荷300N,载荷平台的移动速度在0.0001mm/s~84.97mm/s可调,位移显示精度不低于0.0001mm,速度显示精度不低于0.0001mm/s。控制方式与(X)方向的直线行走机构(直线单元1)一样,由计算机统一进行。工作时X-Y方向的直线行走机构在程序的控制下,作协调运动,带动出墨架上的出墨头12作协调运动,出墨头在微量泵13的控制下注出一定量的颜料,喷洒在实验材料表面,形成所需图案。根据情况出墨量的大小可自行调节,直到获得满意的效果。In order to better observe the changes of the experimental object, it is necessary to draw a certain pattern on the surface of the material. This requires the device to have a two-dimensional (X-Y) direction coordinated movement mechanism, but the mechanism cannot be too large, so the linear walking mechanism (linear unit 1) in the material adding device is used as a basic unit, here On the basis, another (Y) direction vertical linear travel mechanism (linear unit 2) is installed. Its basic parameters are: effective stroke 750mm, rated vertical load of the load platform 300N, the moving speed of the load platform is adjustable from 0.0001mm/s to 84.97mm/s, the displacement display accuracy is not less than 0.0001mm, and the speed display accuracy is not less than 0.0001 mm/s. The control method is the same as that of the linear travel mechanism (linear unit 1) in the (X) direction, and is carried out uniformly by the computer. When working, the linear traveling mechanism in the X-Y direction performs coordinated movement under the control of the program, and drives the ink outlet head 12 on the ink outlet rack to make coordinated movements. The ink outlet head injects a certain amount of pigment under the control of the micro pump 13, sprays On the surface of the experimental material, a desired pattern is formed. According to the situation, the amount of ink output can be adjusted until a satisfactory effect is obtained.

整个驱动和控制装置的动力提供采用市电,交流220V,50Hz。每个运动单元均采用伺服电机驱动,然后经过减速器增扭后输出给各个执行元件(伺服电机)。控制部分采用工业计算机的中央控制系统,通过计算机控制的精确多维驱动装置及设置不同的初始模型,使实验装置方便地进行重复性和破坏性构造运动的模拟实验。The power supply of the entire drive and control device adopts commercial power, AC 220V, 50Hz. Each motion unit is driven by a servo motor, and then output to each actuator (servo motor) after increasing the torque through the reducer. The control part adopts the central control system of industrial computer, and through the precise multi-dimensional driving device controlled by the computer and setting different initial models, the experimental device can conveniently carry out the simulation experiment of repetitive and destructive structural movement.

控制部分由两块美国产的Baldor运动控制卡控制,每块卡可独立地控制四个单元的运动,可做直线和圆弧等多种插补运动,可模拟电子齿轮,电子凸轮。用VisualBasic,Visual C++等语言,可调用运动控制卡上的高级Mint语言功能。在专门编写的程序下可方便的控制每个方向的运动状态,程序可在Windows98/Windows2000/WindowsNT/Windows XP下运行,界面友好,使用方便。控制原理图见图7,包括伺服电机、运动控制工控电脑、显示设备、键盘、存储设备和输入设备,利用上述设备并采用常规技术即能实现上述控制技术。The control part is controlled by two Baldor motion control cards made in the United States. Each card can independently control the movement of four units, and can perform various interpolation movements such as straight line and arc, and can simulate electronic gears and electronic cams. Using VisualBasic, Visual C++ and other languages, the advanced Mint language functions on the motion control card can be called. The movement state of each direction can be conveniently controlled under the specially written program, the program can run under Windows98/Windows2000/WindowsNT/Windows XP, the interface is friendly and easy to use. The control principle diagram is shown in Figure 7, including servo motor, motion control industrial computer, display device, keyboard, storage device and input device. The above-mentioned control technology can be realized by using the above-mentioned equipment and conventional technology.

Claims (9)

1、一种地质构造变形模拟实验仪,其特征在于该实验仪包括基架(1),在基架(1)上设有显示地质构造的实验箱(2),该实验箱(2)的两侧为透明平板,两端为可以前后移动的推板(3),推板(3)由驱动机构驱动,在实验箱(2)的上方设有砂斗(4),该砂斗(4)安装在水平往复行走机构上。1, a kind of geological structure deformation simulation experimental instrument, it is characterized in that this experimental instrument comprises base frame (1), is provided with the experimental box (2) that shows geological structure on the base frame (1), the experimental box (2) Both sides are transparent plates, and both ends are push plates (3) that can move back and forth. The push plate (3) is driven by a driving mechanism. A sand bucket (4) is arranged above the test box (2). The sand bucket (4) ) is installed on the horizontal reciprocating walking mechanism. 2、根据权利要求1所述的地质构造变形模拟实验仪,其特征在于在实验箱(2)的底部设有可以上下移动的推板(5),该推板(5)由驱动机构驱动。2. The geological structure deformation simulation experiment instrument according to claim 1, characterized in that a push plate (5) that can move up and down is provided at the bottom of the test box (2), and the push plate (5) is driven by a driving mechanism. 3、根据权利要求1所述的地质构造变形模拟实验仪,其特征在于实验箱(2)两端的推板(3)分别由两块构成,并分别由驱动机构驱动。3. The geological structure deformation simulation experiment instrument according to claim 1, characterized in that the push plates (3) at both ends of the test box (2) are composed of two pieces respectively, and are respectively driven by a driving mechanism. 4、根据权利要求1所述的地质构造变形模拟实验仪,其特征在于所述的水平往复行走机构是安装在实验箱(2)两侧的水平轨道(9),砂斗(4)安装在该水平轨道上,并由驱动机构驱动。4. The geological structure deformation simulation experiment instrument according to claim 1, characterized in that the horizontal reciprocating mechanism is installed on the horizontal rails (9) on both sides of the experiment box (2), and the sand bucket (4) is installed on the The horizontal track, and driven by the drive mechanism. 5、根据权利要求1、2、3或4所述的地质构造变形模拟实验仪,其特征在于驱动机构是由带有推杆的电动缸(6)、伺服电机(7)和减速器(8)组成。5. The geological structure deformation simulation experiment instrument according to claim 1, 2, 3 or 4, characterized in that the driving mechanism is composed of an electric cylinder (6) with a push rod, a servo motor (7) and a reducer (8 )composition. 6、根据权利要求1所述的地质构造变形模拟实验仪,其特征在于在实验箱(2)侧面透明平板上设有显示地质厚度和地质构造变形量的刻度。6. The geological structure deformation simulation experiment instrument according to claim 1, characterized in that a scale showing the geological thickness and deformation amount of the geological structure is provided on the transparent plate on the side of the experimental box (2). 7、根据权利要求1所述的地质构造变形模拟实验仪,其特征在于在实验箱(2)的侧板与底板之间、两端推板与底板之间、推板与侧板之间设有密封件。7. The geological structure deformation simulation experiment instrument according to claim 1, characterized in that, between the side plate and the bottom plate of the experimental box (2), between the push plate and the bottom plate at both ends, and between the push plate and the side plate There are seals. 8、根据权利要求1所述的地质构造变形模拟实验仪,其特征在于在砂斗(4)上设有振动器(11)。8. The geological structure deformation simulation experiment instrument according to claim 1, characterized in that a vibrator (11) is provided on the sand bucket (4). 9、根据权利要求1所述的地质构造变形模拟实验仪,其特征在于在水平往复行走机构上设有与之垂直的前后运动机构,在地质表面形成所需图案的出墨头(12)安装在前后运动机构上,该出墨头(12)由微量泵(13)控制。9. The geological structure deformation simulation experiment instrument according to claim 1, characterized in that the horizontal reciprocating mechanism is provided with a forward and backward movement mechanism perpendicular to it, and the ink outlet head (12) that forms the required pattern on the geological surface is installed On the forward and backward movement mechanism, the ink outlet head (12) is controlled by a micropump (13).
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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1020547C (en) * 1985-09-02 1993-05-12 萨蒙西特公司 Suitcase and roller or caster assembly thereof
FR2706213A1 (en) * 1993-06-08 1994-12-16 Jeulin Sa Modelling device serving to simulate and visually represent geological phenomena
US6039571A (en) * 1998-12-11 2000-03-21 Hughes; Lillie Geographical area terrarium
JP2001305952A (en) * 2000-04-21 2001-11-02 Natl Inst Of Advanced Industrial Science & Technology Meti Particle behavior experiment observation device and its experiment observation method
CN2638170Y (en) * 2004-03-11 2004-09-01 石油大学(华东)石油仪器仪表研究所 Intelligent multifunction geological structure physical simulation experiment device
CN1538359A (en) * 2003-10-22 2004-10-20 中国科学院地质与地球物理研究所 A multifunctional three-dimensional structure simulation test device
CN2857006Y (en) * 2005-12-15 2007-01-10 南京大学 Physics analog experiment equipment for geologic structure deformation

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1020547C (en) * 1985-09-02 1993-05-12 萨蒙西特公司 Suitcase and roller or caster assembly thereof
FR2706213A1 (en) * 1993-06-08 1994-12-16 Jeulin Sa Modelling device serving to simulate and visually represent geological phenomena
US6039571A (en) * 1998-12-11 2000-03-21 Hughes; Lillie Geographical area terrarium
JP2001305952A (en) * 2000-04-21 2001-11-02 Natl Inst Of Advanced Industrial Science & Technology Meti Particle behavior experiment observation device and its experiment observation method
CN1538359A (en) * 2003-10-22 2004-10-20 中国科学院地质与地球物理研究所 A multifunctional three-dimensional structure simulation test device
CN2638170Y (en) * 2004-03-11 2004-09-01 石油大学(华东)石油仪器仪表研究所 Intelligent multifunction geological structure physical simulation experiment device
CN2857006Y (en) * 2005-12-15 2007-01-10 南京大学 Physics analog experiment equipment for geologic structure deformation

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