CN202584537U - Structural physical simulation experiment device of fault movement and associated fracture development of fault movement - Google Patents

Structural physical simulation experiment device of fault movement and associated fracture development of fault movement Download PDF

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CN202584537U
CN202584537U CN 201220228306 CN201220228306U CN202584537U CN 202584537 U CN202584537 U CN 202584537U CN 201220228306 CN201220228306 CN 201220228306 CN 201220228306 U CN201220228306 U CN 201220228306U CN 202584537 U CN202584537 U CN 202584537U
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load
bearing
simulation
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manual
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张云峰
李易霖
杨勉
柳波
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Northeast Petroleum University
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Abstract

The utility model relates to a structural physical simulation experiment device of fault movement and associated fracture development of fault movement and mainly aims to solve problems that a device in the prior art has poor visibility and low operation precision, and can not meet requirements for simulation of normal and reverse faults and faults with different inclined angles. The structural physical simulation experiment device is characterized by comprising a simulation system which is formed by a hydraulic manual displacement adjusting device, a load-bearing frame, a crane, a load-bearing top beam and a top-face hydraulic driving device; the load-bearing frame, the load-bearing top beam and a foundation form a main body frame of the simulation system; the hydraulic manual displacement adjusting device is fixedly mounted at a lower portion of the whole frame; the crane is fixed on the load-bearing top beam through a pulley; a fault slide block is placed in a simulation box body; a rotary shaft is connected with the simulation box body; the rotary shaft, a rotary bearing and a manual visual angle adjusting device are coordinated; a displacement sensor in a terminal control system is mounted at an inner portion of the simulation box body. All of the visual angle and the displacement of the devices can be adjusted wilfully, and test application effects are good.

Description

断层活动及其伴生裂缝发育的构造物理模拟实验装置Structural physical simulation experiment device for fault activity and associated fracture development

技术领域 technical field

 本实用新型涉及一种科研教学用物理模拟实验装置,更具体地是涉及一种断层活动及其伴生裂缝发育演化物理模拟实验装置。 The utility model relates to a physical simulation experiment device for scientific research and teaching, in particular to a physical simulation experiment device for fault activity and the development and evolution of associated fractures.

背景技术 Background technique

断层活动及其伴生裂缝发育的构造物理模拟实验装置属于断裂形成模拟新型装置,其目的在于将其于科研与教学当中。目前国内外对断层活动及其伴生裂缝发育的构造物理模拟较为稀少,且装置普遍存在以下不足:(1)断裂形成过程的可视程度较差,无法满足实验研究人员对断层活动及其伴生裂缝发育演化的监视。(2)操控精确程度较低。(3)无法同时满足对正、逆断层及不同倾角断层的模拟。 The structural physical simulation experimental device for fault activity and associated fracture development is a new type of fault formation simulation device, and its purpose is to use it in scientific research and teaching. At present, there are few structural physical simulations of fault activity and associated fracture development at home and abroad, and the devices generally have the following deficiencies: (1) The visibility of the fault formation process is poor, which cannot satisfy experimental researchers' understanding of fault activity and associated fractures. Monitoring of developmental evolution. (2) The control accuracy is low. (3) The simulation of normal and reverse faults and faults with different dip angles cannot be satisfied at the same time.

发明内容 Contents of the invention

为了解决背景技术中所提到的技术问题,本实用新型提供一种断层活动及其伴生裂缝发育的构造物理模拟实验装置,该装置可以对模拟过程的视角任意调整,可视性强,此外,该装置应用手动液压调整单元,既降低了装置的造价,更可依据实验研究人员的需求随意调整位移与有效应力的大小。 In order to solve the technical problems mentioned in the background technology, the utility model provides a structural physical simulation experiment device for fault activity and associated fracture development. The device can adjust the viewing angle of the simulation process arbitrarily, and has strong visibility. In addition, The device uses a manual hydraulic adjustment unit, which not only reduces the cost of the device, but also can adjust the displacement and effective stress at will according to the needs of experimental researchers.

本实用新型的技术方案是:该种断层活动及其伴生裂缝发育的构造物理模拟实验装置,包括由手动泵控制装置、平流泵控制装置、位移传感器、4组压力缸、压力缸压力仪表以及液压传输管线构成的终端控制系统,其独特之处在于:所述实验装置还包括一个模拟系统;所述模拟系统由液压式手动位移调节装置、承重构架、起重机、承重顶梁、顶面液压式传动装置、固定钢板、断层滑块、转动轴、转动轴承、手动视角调节装置、基座、底面液压式传动装置以及侧面液压式控压装置连接后构成。其中,所述承重构架、承重顶梁和基座构成模拟系统的主体框架;所述液压式手动位移调节装置固定安装在整体框架的左下方,起重机通过滑轮固定在承重顶梁上,起重机可在承重顶梁的下方做水平方向的自由移动; The technical scheme of the utility model is: the structural physical simulation experiment device for fault activity and associated fracture development, including a manual pump control device, an advection pump control device, a displacement sensor, 4 sets of pressure cylinders, a pressure cylinder pressure instrument and a hydraulic The terminal control system composed of transmission pipelines is unique in that: the experimental device also includes a simulation system; the simulation system consists of a hydraulic manual displacement adjustment device, a load-bearing frame, a crane, a load-bearing top beam, and a hydraulic transmission on the top surface. The device, the fixed steel plate, the tomographic slider, the rotating shaft, the rotating bearing, the manual viewing angle adjustment device, the base, the bottom hydraulic transmission device and the side hydraulic pressure control device are connected to form. Wherein, the load-bearing frame, the load-bearing top beam and the base constitute the main frame of the simulation system; the hydraulic manual displacement adjustment device is fixedly installed on the lower left side of the overall frame, and the crane is fixed on the load-bearing top beam through pulleys, and the crane can be placed on the load-bearing top. The lower part of the beam can move freely in the horizontal direction;

由若干块固定钢板固定连接后构成一个模拟箱体,所述断层滑块固定于连接在起重机上的缆绳上后以实现置入所述模拟箱体内,所述顶面液压式传动装置安装在模拟箱体的上表面侧面,液压式控压装置安装在模拟箱体左下方的表面上,而底面液压式传动装置则安装在模拟箱体的下表面;所述转动轴与模拟箱体相连接,转动轴、转动轴承以及手动视角调节装置相配合; A simulated box is composed of a number of fixed steel plates fixedly connected, the fault slide block is fixed on the cable connected to the crane to be placed in the simulated box, and the top hydraulic transmission device is installed in the simulated box. On the side of the upper surface of the box, the hydraulic pressure control device is installed on the lower left surface of the simulated box, while the bottom hydraulic transmission device is installed on the lower surface of the simulated box; the rotating shaft is connected with the simulated box, The rotating shaft, rotating bearing and manual viewing angle adjustment device are matched;

所述终端控制系统中的位移传感器安装在模所述拟箱体的内部。 The displacement sensor in the terminal control system is installed inside the simulated box.

本实用新型具有如下有益效果:本种实验装置具有二大特点:一是由多组可更换的框架构成,模拟不同倾角断层;二是可视化,能够直接拍摄断层活动及其伴生裂缝发育演化过程。具体实施时,本装置可以对模拟过程的视角任意调整,因此具有较强的可视性;另外,本实验装置应用手动液压调整装置,既降低了装置的造价,更可依据实验研究人员的需求随意调整位移与有效应力的大小。此外,本实验装置可以同时满足对正、逆断层及不同倾角断层的模拟。 The utility model has the following beneficial effects: the experimental device has two major features: one is composed of multiple sets of replaceable frames, simulating faults with different dip angles; the other is visualization, which can directly photograph fault activities and the development and evolution process of associated fractures. In practice, this device can adjust the viewing angle of the simulation process arbitrarily, so it has strong visibility; in addition, this experimental device uses a manual hydraulic adjustment device, which not only reduces the cost of the device, but also can meet the needs of experimental researchers. Feel free to adjust the size of displacement and effective stress. In addition, this experimental device can simultaneously satisfy the simulation of normal and reverse faults and faults with different dip angles.

附图说明: Description of drawings:

图1是本实用新型的组成示意图。 Fig. 1 is a schematic composition diagram of the utility model.

图中1-液压式手动位移调节装置,2-承重构架,3-起重机,4-承重顶梁,5-顶面液压式传动装置,6-固定钢板,7-断层滑块,8-转动轴,9-转动轴承,10-手动视角调节装置,11-基座,12-底面液压式传动装置,13-侧面液压式控压装置。 In the figure 1-hydraulic manual displacement adjustment device, 2-load-bearing frame, 3-crane, 4-load-bearing top beam, 5-top hydraulic transmission device, 6-fixed steel plate, 7-fault slider, 8-rotation shaft , 9-rotating bearing, 10-manual viewing angle adjustment device, 11-base, 12-bottom hydraulic transmission device, 13-side hydraulic pressure control device.

具体实施方式: Detailed ways:

下面结合附图对本实用新型作进一步说明: Below in conjunction with accompanying drawing, the utility model is further described:

由图1所示,该种断层活动及其伴生裂缝发育的构造物理模拟实验装置,包括由手动泵控制装置、平流泵控制装置、位移传感器、4组压力缸、压力缸压力仪表以及液压传输管线构成的终端控制系统,上述系统中,用手动泵控制装置与3号压力缸和4号压力缸相连,可控制两者压力大小,同时压力大小可显示在3与4号压力缸压力表相连;平流泵控制装置与1号压力缸与2号压力缸相连,可设定两压力缸的压力大小,此过程为机械自动控制,实验过程中的位移大小会显示在位移传感器中。以上两过程中所涉及的液压压力传输均由液压传输管线完成。本装置在现有技术基础上做出如下改进: As shown in Figure 1, the structural physical simulation experiment device for this kind of fault activity and associated fracture development includes a manual pump control device, an advection pump control device, displacement sensors, 4 sets of pressure cylinders, pressure cylinder pressure instruments, and hydraulic transmission pipelines The terminal control system constituted, in the above system, the manual pump control device is connected with No. 3 pressure cylinder and No. 4 pressure cylinder, which can control the pressure of the two, and the pressure can be displayed on the pressure gauge of No. 3 and No. 4 pressure cylinders; The advection pump control device is connected to No. 1 pressure cylinder and No. 2 pressure cylinder, and the pressure of the two pressure cylinders can be set. This process is mechanically controlled automatically, and the displacement during the experiment will be displayed in the displacement sensor. The hydraulic pressure transmission involved in the above two processes is completed by the hydraulic transmission pipeline. This device makes the following improvements on the basis of the prior art:

所述实验装置还包括一个模拟系统;所述模拟系统由液压式手动位移调节装置1、承重构架2、起重机3、承重顶梁4、顶面液压式传动装置5、固定钢板6、断层滑块7、转动轴8、转动轴承9、手动视角调节装置10、基座11、底面液压式传动装置12以及侧面液压式控压装置13连接后构成。其中,所述承重构架2、承重顶梁4和基座11构成模拟系统的主体框架;所述液压式手动位移调节装置1固定安装在整体框架的左下方,起重机3通过滑轮固定在承重顶梁4上,起重机3可在承重顶梁4的下方做水平方向的自由移动。 The experimental device also includes a simulation system; the simulation system consists of a hydraulic manual displacement adjustment device 1, a load-bearing frame 2, a crane 3, a load-bearing top beam 4, a top hydraulic transmission device 5, a fixed steel plate 6, and a fault slider 7. The rotating shaft 8, the rotating bearing 9, the manual viewing angle adjustment device 10, the base 11, the bottom hydraulic transmission device 12 and the side hydraulic pressure control device 13 are connected to form. Wherein, the load-bearing frame 2, the load-bearing top beam 4 and the base 11 constitute the main frame of the simulation system; the hydraulic manual displacement adjustment device 1 is fixedly installed on the lower left side of the overall frame, and the crane 3 is fixed on the load-bearing top beam through pulleys. 4, the crane 3 can move freely in the horizontal direction under the load-bearing top beam 4.

此外,由若干块固定钢板6固定连接后构成一个模拟箱体,所述断层滑块7固定于连接在起重机3上的缆绳上后以实现置入所述模拟箱体内,所述顶面液压式传动装置5安装在模拟箱体的上表面侧面,侧面液压式控压装置13安装在模拟箱体左下方的表面上,而底面液压式传动装置12则安装在模拟箱体的下表面;所述转动轴8与模拟箱体相连接,转动轴8、转动轴承9以及手动视角调节装置10相配合;所述终端控制系统中的位移传感器安装在模所述拟箱体的内部。 In addition, several pieces of fixed steel plates 6 are fixedly connected to form a simulated box, and the fault slider 7 is fixed on the cable connected to the crane 3 to be placed in the simulated box. The transmission device 5 is installed on the side of the upper surface of the simulated box body, the side hydraulic pressure control device 13 is installed on the surface of the lower left side of the simulated box body, and the bottom surface hydraulic transmission device 12 is installed on the lower surface of the simulated box body; The rotating shaft 8 is connected with the simulated box, and the rotating shaft 8, the rotating bearing 9 and the manual viewing angle adjustment device 10 cooperate; the displacement sensor in the terminal control system is installed inside the simulated box.

本种实验装置,由于模拟装置的整体装载在以承重构架、承重顶梁和基座为主体的骨架内;起重机通过滚动滑轮固定在承重顶梁上,其可以沿承重顶梁的下部自由左右移动,主要应用于沙箱主体的装、拆过程;固定钢板主要对模拟装置起到固定作用;转动轴、转动轴承与手动视角调节装置的配合则实现了对实验视角的手动调节;液压式手动位移调节装置通过手动调节注入液体量控制侧面液压式控压装置,使其处于恒定压力值。液压式传动装置通过终端控制系统调整,顶面液压式传动装置与底面液压式传动装置用以实现对断层上盘滑块位移大小的调整,侧面液压式控压装置用以实现对箱体模拟过程中围压的有效控制。 This kind of experimental device, because the whole of the simulation device is loaded in the skeleton with the load-bearing frame, the load-bearing top beam and the base as the main body; It is applied to the assembly and disassembly process of the main body of the sandbox; the fixed steel plate mainly plays a role in fixing the simulation device; the cooperation of the rotating shaft, the rotating bearing and the manual viewing angle adjustment device realizes the manual adjustment of the experimental viewing angle; the hydraulic manual displacement adjustment device Control the side hydraulic pressure control device by manually adjusting the amount of injected liquid to keep it at a constant pressure value. The hydraulic transmission device is adjusted through the terminal control system, the top hydraulic transmission device and the bottom hydraulic transmission device are used to adjust the displacement of the upper plate of the fault, and the side hydraulic pressure control device is used to realize the box simulation process Effective control of ambient pressure.

对于终端控制系统,可设定两压力缸的压力大小,此过程为机械自动控制,实验过程中的位移大小会显示在位移传感器中,以上两过程中所涉及的液压压力传输均由液压传输管线完成。 For the terminal control system, the pressure of the two pressure cylinders can be set. This process is mechanically controlled automatically. The displacement during the experiment will be displayed in the displacement sensor. The hydraulic pressure transmission involved in the above two processes is controlled by the hydraulic transmission pipeline. Finish.

本实验装置按照如下步骤操作: The experimental device operates according to the following steps:

第一步、装载所需断层滑块。实验模拟之前,依据实验要求与实验目的,选用符合要求的断层滑块。首先卸下固定钢板,其次将选用断层滑块固定于连接在起重机上的缆绳上,通过控制起重机与水平方向的位移大小与纵向吊起滑块的位移大小,将断层滑块装载于模拟装置中,最后将固定钢板固定于模拟箱体上。 The first step is to load the required fault slider. Before the experimental simulation, according to the experimental requirements and the purpose of the experiment, the fault sliders that meet the requirements are selected. First remove the fixed steel plate, and then fix the selected fault slider on the cable connected to the crane, and load the fault slider in the simulation device by controlling the displacement of the crane in the horizontal direction and the displacement of the vertical lifting slider , and finally fix the fixed steel plate on the simulated box.

第二步、 岩石样品装载。首先利用手动位移调节装置1将两个断层滑块相对位移调节为零,并将箱体调整为水平,此后将准备好的岩石样品摆放于上下盘断层滑块中即可。 The second step is rock sample loading. First, use the manual displacement adjustment device 1 to adjust the relative displacement of the two fault sliders to zero, and adjust the box to be horizontal, and then place the prepared rock samples in the upper and lower fault sliders.

第三步、位移与视角调整。依据实验要求所模拟的断层性质,通过手动视角调节装置1与手动视角调节装置10调整断层位移与模拟箱体与水平面夹角。手动视角调节装置1 将液体通过液压传输管线导入至顶、底面液压式传动装置,从而转化为位移,控制断层位移的大小,调解过程中的位移大小和液体压力大小通过箱体内部的位移传感器,最终显示在模拟装置的终端显示面板上。 The third step, displacement and viewing angle adjustment. According to the nature of the simulated fault according to the experimental requirements, the displacement of the fault and the angle between the simulated box and the horizontal plane are adjusted through the manual viewing angle adjustment device 1 and the manual viewing angle adjustment device 10 . The manual angle of view adjustment device 1 introduces the liquid to the top and bottom hydraulic transmission devices through the hydraulic transmission pipeline, thereby converting it into displacement and controlling the displacement of the fault. The displacement and liquid pressure during the adjustment process pass through the displacement sensor inside the box. Finally displayed on the terminal display panel of the simulation device.

第四步、 实验现象与数据采集分析。实验过程中的即时数据与实验现象需通过实验人员严格按照相关流程记录,包括每一个实验现象所对应的时间以及各类数据的采集。 The fourth step, experimental phenomena and data collection and analysis. The real-time data and experimental phenomena during the experiment must be recorded by the experimenters in strict accordance with the relevant procedures, including the time corresponding to each experimental phenomenon and the collection of various data.

在具体实验时,模拟滑块可模拟30°、45°、60°和75°四种倾角正断层和逆断层,也可以通过主箱体旋转,模拟四个方位的走滑断层。 In specific experiments, the simulation slider can simulate normal faults and reverse faults with four dip angles of 30°, 45°, 60° and 75°, and can also simulate strike-slip faults in four directions by rotating the main box.

此外,需要在主实验仓内放置预先制作好的层状地层模型,在液压系统作用下可使其产生断层及伴生裂缝,随着断距的增大,裂缝发育程度必然会发生变化,详细记录这些变化。改变地层厚度、岩性、成岩程度、断层倾角、断距、断移速率等边界条件,重复上述实验,统计裂缝产状参数,例如倾向、倾度、密度、宽度和延伸长度等。根据大量实验结果,建立实验条件下,裂缝发育程度和断层、岩性之间的定量关系,利用构造模拟实验结果,设定边界条件,进行数值模拟,分析断层和裂缝应力场及其变化机制。 In addition, it is necessary to place a prefabricated layered stratum model in the main experiment chamber, which can generate faults and associated fractures under the action of the hydraulic system. As the fault distance increases, the degree of fracture development will inevitably change. Detailed records these changes. Change the boundary conditions such as stratum thickness, lithology, diagenetic degree, fault dip angle, fault distance, fault displacement rate, etc., repeat the above experiment, and count fracture occurrence parameters, such as inclination, inclination, density, width and extension length, etc. Based on a large number of experimental results, the quantitative relationship between the degree of fracture development and faults and lithology under experimental conditions is established. Using the results of structural simulation experiments, boundary conditions are set, numerical simulations are carried out, and stress fields of faults and fractures and their change mechanisms are analyzed.

Claims (1)

1. faulting and associated fracture thereof the simulation experiment of tectonics physics device of growing; Comprise by manual pump control device, constant-flux pump control device, displacement transducer, 4 groups of terminal control systems that pressure cylinder, pressure cylinder manometer and hydraulic pressure transfer line constitute, it is characterized in that:
Said experimental provision also comprises a simulation system; Said simulation system connects the back by fluid pressure type manual displacement regulating device (1), load-bearing frame (2), crane (3), load-bearing back timber (4), end face hydraulic transmission device (5), fixation steel plate (6), tomography slide block (7), rotation axis (8), rolling bearing (9), manual view angle adjusting device (10), pedestal (11), bottom surface hydraulic transmission device (12) and side fluid pressure type pressure control device (13) and constitutes; Wherein, said load-bearing frame (2), load-bearing back timber (4) and pedestal (11) constitute the main body frame of simulation system; Said fluid pressure type manual displacement regulating device (1) is fixedly mounted on the lower left of general frame, and crane (3) is fixed on the load-bearing back timber (4) through pulley, and crane (3) can move freely in the below horizontal direction of load-bearing back timber (4);
Be fixedly connected the back by some fixation steel plates (6) and constitute an analog unit; After being fixed on the hawser that is connected on the crane (3), said tomography slide block (7) inserts in the said analog unit with realization; Said end face hydraulic transmission device (5) is installed in the upper surface side of analog unit; Side fluid pressure type pressure control device (13) is installed on the surface of analog unit lower left, and bottom surface hydraulic transmission device (12) then is installed in the lower surface of analog unit; Said rotation axis (8) is connected with analog unit, and rotation axis (8), rolling bearing (9) and manual view angle adjusting device (10) match;
Displacement transducer in the said terminal control system is installed in the inside of the said plan casing of mould.
CN 201220228306 2012-05-21 2012-05-21 Structural physical simulation experiment device of fault movement and associated fracture development of fault movement Expired - Fee Related CN202584537U (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106875804A (en) * 2017-03-15 2017-06-20 浙江大学 A kind of experimental rig and method for simulating the positive reverse fault movement of Rock And Soil

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106875804A (en) * 2017-03-15 2017-06-20 浙江大学 A kind of experimental rig and method for simulating the positive reverse fault movement of Rock And Soil

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