CN113533157A - A variable-opening detachable slit device for visualization experiments - Google Patents

A variable-opening detachable slit device for visualization experiments Download PDF

Info

Publication number
CN113533157A
CN113533157A CN202110748683.9A CN202110748683A CN113533157A CN 113533157 A CN113533157 A CN 113533157A CN 202110748683 A CN202110748683 A CN 202110748683A CN 113533157 A CN113533157 A CN 113533157A
Authority
CN
China
Prior art keywords
fissure
fracture
variable
opening
buffer
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
CN202110748683.9A
Other languages
Chinese (zh)
Other versions
CN113533157B (en
Inventor
徐文杰
胡英涛
詹良通
李金龙
陈云敏
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.)
Zhejiang University ZJU
Original Assignee
Zhejiang University ZJU
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 Zhejiang University ZJU filed Critical Zhejiang University ZJU
Priority to CN202110748683.9A priority Critical patent/CN113533157B/en
Publication of CN113533157A publication Critical patent/CN113533157A/en
Application granted granted Critical
Publication of CN113533157B publication Critical patent/CN113533157B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/0806Details, e.g. sample holders, mounting samples for testing
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02PCLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
    • Y02P90/00Enabling technologies with a potential contribution to greenhouse gas [GHG] emissions mitigation
    • Y02P90/70Combining sequestration of CO2 and exploitation of hydrocarbons by injecting CO2 or carbonated water in oil wells

Landscapes

  • Chemical & Material Sciences (AREA)
  • Dispersion Chemistry (AREA)
  • Physics & Mathematics (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Investigating Materials By The Use Of Optical Means Adapted For Particular Applications (AREA)
  • Testing Resistance To Weather, Investigating Materials By Mechanical Methods (AREA)

Abstract

本发明公开了一种用于可视化实验的变开度可拆卸裂隙装置,该装置包括可视化控制单元、变开度控制单元、边界控制及数据监测单元、粗糙度模拟单元等;可视化控制单元包括透明的裂隙上盘;变开度控制单元包含边界密封组件、变开度组件和不透明的裂隙下盘;边界控制及数据监测单元包括出入流组件、缓冲腔组件等。本发明装置用于实现裂隙开度大小的精确控制、裂隙边界的有效密封和实验过程中裂隙内部可视物理参量的变化,通过缓冲腔组件实现出入水流重分布,通过数据监测组件监测不同剖面位置的水压力或电阻率变化,通过粗糙度模拟单元模拟不同特征的裂隙粗糙度。该装置制作简单易行、重复性好、强度大、精度高,所得裂隙的平均开度值准确可靠。

Figure 202110748683

The invention discloses a variable-opening detachable crack device for visualization experiments. The device includes a visual control unit, a variable-opening control unit, a boundary control and data monitoring unit, a roughness simulation unit, and the like; the visual control unit includes a transparent The upper wall of the fissure; the variable opening degree control unit includes the boundary sealing component, the variable opening degree component and the opaque lower fissure plate; the boundary control and data monitoring unit includes the inflow and outflow component, the buffer cavity component and so on. The device of the invention is used to realize the precise control of the opening of the fissure, the effective sealing of the fissure boundary and the change of the visible physical parameters inside the fissure during the experiment, realize the redistribution of the incoming and outgoing water flow through the buffer cavity component, and monitor the different profile positions through the data monitoring component. The change of water pressure or resistivity, and the fracture roughness of different characteristics is simulated by the roughness simulation unit. The device is simple and easy to manufacture, has good repeatability, high strength and high precision, and the average opening value of the obtained fractures is accurate and reliable.

Figure 202110748683

Description

Variable-opening detachable fracture device for visual experiment
Technical Field
The invention belongs to the field of fractured rock mass tests, and particularly relates to a variable-opening detachable fracture device for a visual experiment.
Background
In recent years, with the start-up construction of major underground projects such as carbon dioxide geological storage, large-scale water conservancy and hydropower engineering, underground water resource development and management, high-level radioactive waste geological disposal and the like, disasters such as seepage damage, pollutant leakage and the like in fractured rock mass become important issues of major concern in engineering and theoretical circles. The single fracture is used as a foundation for researching a discrete fracture network rock mass, and the average fracture opening and the fracture roughness of the single fracture have important influences on seepage and solute transport mechanisms in rock fractures, so that the research on the influences of the single fracture variable opening and the roughness on fluid flow and solute transport processes in the fractured rock mass has important significance on improving safe and stable operation of large underground engineering such as nuclear waste disposal, underground pollutant treatment and the like. For the above major engineering problems, the method generally has the characteristics of large burial depth, complex ground stress conditions, large water pressure and the like, and how to conveniently and accurately change the opening degree and the crack roughness of the crack and how to ensure the sealing performance and the model strength of the model boundary under the action of high stress and high water pressure of the crack model is not deeply researched at present. Moreover, visualization of seepage or pollutant migration processes is difficult to realize by adopting real fracture materials, and the research on rock fracture visualization is rare.
In the disclosed technology, a high-temperature fracture seepage simulation device (application number 201711423221.X) capable of changing the fracture opening degree is used for uniformly placing ceramic support balls in the fractures among rock blocks and the fractures between the fractures; a variable-opening-degree rough crack for a visualization experiment and a manufacturing method thereof (application number 201910238486.5) change the average opening degree of the crack by placing rigid gaskets with different thicknesses between water stop baffles at two sides of an upper disc and a lower disc of the crack; a device capable of quantitatively adjusting rock rough fracture opening degree and a using method thereof (application number 201911396537.3) are characterized in that two clamping devices are used for clamping an upper disc and a lower disc of a fracture sample respectively, and different fracture opening degrees are obtained through adjustment of an electric lifting platform. Although the three methods can change the opening degree of the fracture, inevitable damage caused by insufficient strength of the model cannot ensure that the same distance is increased at each position of the fracture, the adjustment of the opening degree of the fracture is complex, the operation is inconvenient, the real-time monitoring of the change of physical parameters (such as water pressure) in the fracture is difficult to realize, the boundary sealing performance under the action of high water pressure is difficult to ensure, and the like, and the method is difficult to apply in experimental design.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention aims to provide a variable-opening detachable fracture device for a visualization experiment. The device can utilize the high strength of rigid gasket, the elasticity and the self sealss nature characteristics of sealing strip, combines designability and the manufacturability of materials such as aluminum plate or organic glass, realizes accurate control of crack aperture size, the effective sealing at crack boundary, realizes the change of the inside visible physical parameter of crack in the experimentation to and the water pressure or the resistivity change of the inside different section positions of crack in the real-time supervision experimentation, improved the repeatability and the experimental result test accuracy nature of crack model experiment greatly.
In order to achieve the purpose, the technical scheme adopted by the invention is as follows: a variable-opening detachable fracture device for a visual experiment comprises a visual control unit, a variable-opening control unit, a boundary control and data monitoring unit, a roughness simulation unit, a model base and a fracture space;
the visual control unit comprises a transparent fracture upper disc and a fixed template and is used for observing the change of physical parameters in the fracture in the experimental process;
the variable-opening control unit comprises a boundary sealing assembly, a variable-opening assembly and an opaque crack lower disc;
the boundary control and data monitoring unit comprises an inflow and outflow component, a buffer cavity component and a data monitoring component;
the roughness simulation unit comprises a rigid gasket with a certain shape and thickness;
a closed-loop groove with a certain depth is formed in the lower surface of the fracture upper disc; the closed-loop range of the closed-loop groove is larger than the area enclosed by the buffer cavity assembly and the crack space;
the boundary sealing assembly comprises a sealing strip with a certain diameter and a sealing glue with a certain bonding strength, the sealing glue is bonded at a closed-loop interface after the sealing strip is filled in the closed-loop groove, a closed-loop boundary with a certain elasticity is formed, and the closed-loop range of the closed-loop boundary is the key for realizing crack sealing;
the variable opening assembly comprises a rigid gasket with a certain thickness and is used for adjusting and controlling the opening of the crack;
a straight hole with a certain size is formed in one circle of the periphery of the upper fracture disc, a bolt sink groove with a certain size is formed in one circle of the periphery of the fixed template, a threaded hole with a certain size is formed in one circle of the periphery of the lower fracture disc, an opening with a certain size is formed in one circle of the periphery of the rigid gasket, the threaded holes correspond to the hole positions of the opening, the straight hole and the bolt sink groove one by one, the lower fracture disc, the rigid gasket, the upper fracture disc and the fixed template are connected through bolts, and the fracture space is constructed by utilizing the bolt tightening, the self-sealing characteristic of the sealing strip and the high-strength characteristic of the rigid gasket, so that the sealing of the fracture space can be realized, and the liquid leakage in the seepage or pollutant migration experiment process can be avoided; the opening degree of the crack space can be adjusted by replacing rigid gaskets with different thicknesses, so that variable opening degree control is realized;
the middle of the fixed template is hollowed and combined with the fracture upper disc to realize the visualization of the fracture space.
Further, the material of the upper disc of the crack can be selected from organic glass; the material of the fixed template can be selected from stainless steel, aluminum or organic glass, and is preferably aluminum; the material of the crack lower disc can be selected from stainless steel or aluminum materials, and is preferably aluminum materials.
Further, the cross-sectional shape of the closed-loop groove may be an inverted triangle, a quadrangle, or a semicircle, preferably a semicircle.
Further, the sealing strip can be a material with good elasticity and self-sealing performance, such as a sealing rubber strip and a sealing silica gel strip, and is preferably a sealing silica gel strip; the sealant can be silica gel with better adhesive property, and is preferably mold silicone rubber.
Furthermore, buffer grooves with certain specification and size are arranged at two ends of the lower surface of the upper disc with the crack, and the cross section of each buffer groove is quadrilateral.
Furthermore, buffer grooves with certain specifications and sizes are arranged at two ends of the upper surface of the lower disc of the crack, a plurality of through flow inlet and outlet ports are respectively arranged at two ends of the upper surface of the lower disc of the crack and used for connecting the flow inlet and outlet components, and a plurality of through sensor connecting ports are further arranged on the lower disc of the crack along the length direction and used for connecting the data monitoring components.
Furthermore, the inflow and outflow assembly can be connected with the inflow and outflow port by replacing connecting joints with different sizes, so that the combination with an external inflow and outflow device is realized, and experiments are carried out.
Furthermore, the data monitoring assembly comprises sensors such as a pore water pressure sensor and a high-density resistivity probe, and can be used for monitoring the water pressure or resistivity change of different section positions in the experimental process.
Further, the buffer cavity assembly comprises a buffer cavity and a water flow buffer assembly, and is used for realizing water flow redistribution and enabling water flow to uniformly flow into and out of the fracture model; the buffer cavity consists of a buffer groove of the upper disc of the crack and a buffer groove of the lower disc of the crack, and comprises an inflow buffer cavity and an outflow buffer cavity; the water flow buffering component can be made of porous materials such as sponge.
Further, the shape of the rigid gasket can be circular, quadrilateral or triangular, and the roughness of the crack channel is simulated by arranging different numbers of the rigid gaskets at different positions in the crack.
Furthermore, the model base is connected with the fixed template and the fracture lower plate through bolts, so that the fracture model can be vertically or horizontally placed.
The invention has the beneficial effects that:
1. the invention can realize the visualization of the experimental process and create conditions for observing the migration process of pollutants.
2. The invention utilizes the high-strength rigid gasket to control the opening size of the crack, and the obtained average opening value of the crack is accurate and reliable.
3. The invention is convenient to disassemble and assemble, and can quickly adjust to obtain a fracture model with any fracture opening.
4. The invention utilizes the characteristics of elasticity and self-sealing property of the sealing strip, and can efficiently realize the sealing property of the crack model boundary.
5. The invention has high integral strength, safety and reliability, and can be combined with the hypergravity centrifugal simulation technology to carry out related experiments in the hypergravity environment.
6. The invention has the advantages of simple and easy manufacture, good repeatability, high strength, high precision, easy installation and low cost.
7. The invention has important significance for researching the fluid seepage and solute migration process in fractured rock mass.
Drawings
Fig. 1 is a perspective view of a variable-opening detachable slit device for visualization experiments provided by an embodiment of the invention;
FIG. 2 is a front view of a variable-opening detachable slit device for visualization experiments provided by an embodiment of the invention;
FIG. 3 is a left side view of a variable opening detachable slit apparatus for visualization experiments provided by an embodiment of the present invention;
FIG. 4 is a rear view of a variable opening detachable slit apparatus for visualization experiments provided by embodiments of the present invention;
FIG. 5 is a top view of a variable opening detachable slit apparatus for visualization experiments according to an embodiment of the present invention;
in the figure: the device comprises a roughness simulation unit I, a model base II, a fracture space III, a fracture upper disc 1, a closed loop groove 1-1, a straight through hole 1-2, a buffer groove 1-3, a fixed template 2, a bolt sinking groove 2-1, a fracture lower disc 3, a fracture lower disc threaded hole 3-1, an inflow and outflow port 3-2, a sensor connecting port 3-3, a buffer groove 3-4, a sealing strip 4, a rigid gasket 5-1, a rigid gasket opening 5-2, a buffer cavity 6-1 and a water flow buffer assembly 6-2.
Detailed Description
The technical solution of the present invention is further described in detail below with reference to the accompanying drawings and specific embodiments.
As shown in fig. 1 to 5, the variable-opening detachable fracture device for the visualization experiment provided in this embodiment includes a visualization control unit, a variable-opening control unit, a boundary control and data monitoring unit, a roughness simulation unit I, a model base II, and a fracture space III; the visual control unit comprises a transparent fracture upper disc 1 and a fixed template 2 and is used for observing the change of physical parameters in the fracture in the experimental process; the variable-opening control unit comprises a boundary sealing assembly, a variable-opening assembly and an opaque crack lower disc 3; the boundary control and data monitoring unit comprises an inflow and outflow component, a buffer cavity component and a data monitoring component; the roughness simulation unit I comprises a rigid gasket with a certain shape and thickness.
A closed-loop groove 1-1 with a certain depth is formed in the lower surface of the transparent crack upper disc 1 and used for placing the sealing strip 4; the closed loop extent of the closed loop recess 1-1 is greater than the area enclosed by the buffer chamber assembly and the crevice space III.
The boundary sealing assembly comprises a sealing strip 4 with a certain diameter and a sealing glue with a certain bonding strength, the sealing glue is used for bonding at a closed-loop interface after the sealing strip 4 is filled in the closed-loop groove 1-1, a closed-loop boundary with a certain elasticity can be formed, and the closed-loop range of the closed-loop boundary is the key for realizing crack sealing.
The variable opening assembly comprises a rigid gasket 5-1 with a certain thickness and is used for adjusting and controlling the size of the opening of the crack.
A circle of the periphery of the transparent crack upper disc 1 is provided with a straight through hole 1-2 with a certain size, a circle of the periphery of the fixed template 2 is provided with a bolt sink 2-1 with a certain size, a circle of the periphery of the opaque crack lower disc 3 is provided with a threaded hole 3-1 with a certain size, a circle of the periphery of the rigid gasket 5-1 is provided with an opening 5-2 with a certain size, the threaded hole 3-1 is in one-to-one correspondence with the hole positions of the opening 5-2, the straight through hole 1-2 and the bolt sink 2-1, the crack lower plate 3, the rigid gasket 5-1, the crack upper plate 1 and the fixed template 2 are connected through bolts, and a crack space III is formed by utilizing the tightening of the bolts, the self-sealing property of the sealing strip and the high-strength characteristic of the rigid gasket, the crack space III can be sealed, and liquid leakage in the process of carrying out seepage or pollutant migration experiment is avoided; the opening size of the crack space III can be adjusted by replacing the rigid gaskets 5-1 with different thicknesses, so that variable opening control is realized.
The middle of the fixed template 2 is hollowed and combined with the transparent fracture upper plate 1 to realize the visualization of the fracture space III.
The material of the upper plate 1 in the crack can be selected from organic glass; the material of the fixed template 2 can be selected from stainless steel, aluminum or organic glass, and is preferably aluminum; the material of the crack lower disc 3 can be selected from stainless steel or aluminum materials, and is preferably aluminum materials.
The cross-sectional shape of the closed-loop groove 1-1 may be an inverted triangle, a quadrangle, or a semicircle, preferably a semicircle.
The sealing strip 4 can be a sealing rubber strip, a sealing silica gel strip and other materials with good elasticity and self-sealing performance, and is preferably a sealing silica gel strip; the sealant can be silica gel with better adhesive property, and is preferably mold silicon rubber.
Buffer grooves 1-3 with certain specification and dimension are arranged at two ends of the lower surface of the transparent crack upper disc 1, and the cross section of each buffer groove 1-3 is quadrilateral.
Buffer grooves 3-4 with certain specification and size are arranged at two ends of the upper surface of the opaque crack lower disc 3, 4 through flow in and out ports 3-2 are respectively arranged at two ends and are used for connecting a flow in and out component, and at least 5 through sensor connecting ports 3-3 are also arranged along the length direction of the opaque crack lower disc 5 and are used for connecting a data monitoring component.
The inflow and outflow assembly can be connected with the inflow and outflow port 3-2 by replacing connecting joints with different sizes, so that the combination with an external inflow and outflow device is realized, and an experiment is carried out.
The data monitoring assembly comprises sensors such as a pore water pressure sensor and a high-density resistivity probe, and can be used for monitoring the water pressure or resistivity change of different section positions in the experimental process.
The buffer cavity assembly comprises a buffer cavity 6-1 and a water flow buffer assembly 6-2 and is used for realizing water flow redistribution and enabling water flow to uniformly flow into and out of the fracture model; the buffer cavity 6-1 is formed by buffer grooves 1-3 of the upper disc of the crack and buffer grooves 3-4 of the lower disc of the crack, and the buffer cavity 6-1 comprises an inflow buffer cavity and an outflow buffer cavity; the water flow buffering component 6-2 can be a porous material such as sponge.
The shape of the rigid gasket can be circular, quadrilateral or triangular, and the roughness of a crack channel is simulated by arranging different numbers of rigid gaskets at different positions in the crack.
The model base II is connected with the fixed template 2 and the opaque crack lower plate 3 through bolts, so that the crack model can be vertically or horizontally placed.
The working process of the device of the invention is as follows:
firstly, horizontally placing the upper surface of a fracture lower disc on an operation platform in an upward mode, and placing a rigid gasket with a circular section on the upper surface of the fracture lower disc according to a certain arrangement sequence to simulate the roughness of a fracture channel; secondly, placing a rigid gasket with a certain thickness on the upper surface of the crack lower plate, and simulating the opening size of the crack; then, the lower surface of the fracture upper disc is horizontally placed on an operation platform in an upward mode, sealing strips with certain diameters are filled in an annular groove of the fracture upper disc, high-strength sealing glue is used for bonding connection at a closed-loop interface to form a closed-loop boundary with certain elasticity, and then sponge is filled in a buffer groove of the fracture upper disc; then, the upper fracture plate is turned over, the through holes of the upper fracture plate and the threaded holes of the lower fracture plate are in one-to-one correspondence and are attached, and the protruding parts of the sponge are filled in the buffer grooves of the lower fracture plate to form a complete buffer cavity, so that the water flow weight distribution in the test process is ensured, and the water flow uniformly flows into and out of the fracture model; then, horizontally placing a fixed template on the upper surface of the crack upper disc, sequentially penetrating a bolt sink groove of the fixed template, a through hole of the crack upper disc, a through hole of a rigid gasket and a threaded hole of a crack lower disc by using a screw rod for bolt tightening connection, constructing a crack space and realizing the sealing of the crack space by using the self-sealing characteristic of a sealing strip and the high-strength characteristic of the rigid gasket, thereby avoiding liquid leakage in the process of carrying out seepage or pollutant migration experiments; and finally, connecting the model base with the fixed template and the fracture lower disc through bolts, vertically placing the completely assembled fracture model, simultaneously connecting the water level control system with the inflow and outflow ports positioned on the fracture lower disc respectively through the connecting joints, controlling the water levels at two ends of the fracture model, and connecting the pore water pressure sensor with the sensor connecting port of the fracture lower disc for monitoring the pore pressure change inside the fracture in the test process in real time. After the connection is finished, a water level control system is started to carry out a fracture seepage test, and the seepage process inside the fracture is observed through a transparent fracture upper disc.
One skilled in the art can, using the teachings of the present invention, readily make various changes and modifications to the invention without departing from the spirit and scope of the invention as defined by the appended claims. Any modifications and equivalent variations of the above-described embodiments, which are made in accordance with the technical spirit and substance of the present invention, fall within the scope of protection of the present invention as defined in the claims.

Claims (10)

1.一种用于可视化实验的变开度可拆卸裂隙装置,其特征在于,包括可视化控制单元、变开度控制单元、边界控制及数据监测单元、粗糙度模拟单元(I)、模型底座(II)及裂隙空间(III);1. a variable opening detachable fissure device for visualization experiment, is characterized in that, comprises visual control unit, variable opening control unit, boundary control and data monitoring unit, roughness simulation unit (1), model base ( II) and the fissure space (III); 所述可视化控制单元包括透明的裂隙上盘(1)和固定模板(2),用于观察实验过程中裂隙内部物理参量的变化;所述变开度控制单元包含边界密封组件、变开度组件和不透明的裂隙下盘(3);所述边界控制及数据监测单元包括出入流组件、缓冲腔组件和数据监测组件;所述粗糙度模拟单元(I)包括刚性垫圈;The visual control unit includes a transparent upper plate of the fracture (1) and a fixed template (2), which are used to observe changes of physical parameters inside the fracture during the experiment; the variable opening degree control unit includes a boundary sealing component, a variable opening degree component and an opaque fissure bottom plate (3); the boundary control and data monitoring unit includes an inflow and outflow assembly, a buffer cavity assembly and a data monitoring assembly; the roughness simulation unit (1) includes a rigid gasket; 所述裂隙上盘(1)下表面设置有闭环凹槽(1-1);所述闭环凹槽(1-1)的闭环范围大于所述缓冲腔组件和所述裂隙空间(III)所围合的区域;A closed-loop groove (1-1) is provided on the lower surface of the upper fracture plate (1); the closed-loop range of the closed-loop groove (1-1) is larger than that enclosed by the buffer cavity assembly and the fracture space (III) combined area; 所述边界密封组件包括密封条(4)和密封胶,所述闭环凹槽(1-1)填充所述密封条(4)后,在闭环接口处用所述密封胶进行粘结,形成具有一定弹性的闭环边界;The boundary sealing assembly includes a sealing strip (4) and a sealant, and after the closed-loop groove (1-1) is filled with the sealing strip (4), the closed-loop interface is bonded with the sealant to form a sealing strip (4). A certain elastic closed-loop boundary; 所述变开度组件包括刚性垫片(5-1),用于调整、控制裂隙开度的大小;The variable opening degree component includes a rigid gasket (5-1), which is used to adjust and control the size of the opening degree of the fissure; 所述裂隙上盘(1)周边一圈设置若干直通孔(1-2),所述固定模板(2)周边一圈设置若干螺栓沉槽(2-1),所述裂隙下盘(3)周边一圈设置若干螺纹孔(3-1),所述刚性垫片(5-1)周边一圈设置若干开孔(5-2),所述螺纹孔(3-1)与所述开孔(5-2)、所述直通孔(1-2)、所述螺栓沉槽(2-1)的孔位一一对应,通过螺栓将所述裂隙下盘(3)、所述刚性垫片(5-1)、所述裂隙上盘(1)和所述固定模板(2)连接,利用螺栓拧紧、密封条自密封特性和刚性垫片的高强度特点,构造成裂隙空间(III),可实现裂隙空间(III)的密封;所述裂隙空间(III)的开度大小通过更换不同厚度的刚性垫片(5-1)进行调整,实现变开度控制;A plurality of straight through holes (1-2) are arranged around the circumference of the upper plate of the crack (1), a plurality of bolt sink grooves (2-1) are arranged around the circumference of the fixed template (2), and the lower plate of the crack (3) A number of threaded holes (3-1) are arranged around the periphery, and a number of openings (5-2) are arranged around the rigid gasket (5-1), and the threaded holes (3-1) are connected to the openings. (5-2) The through holes (1-2) and the holes of the bolt sink grooves (2-1) correspond one by one, and the lower plate (3) and the rigid gasket of the fissure are connected by bolts. (5-1), the upper plate of the crack (1) and the fixed template (2) are connected, and the crack space (III) is constructed by using the bolt tightening, the self-sealing characteristics of the sealing strip and the high strength characteristics of the rigid gasket, The sealing of the crevice space (III) can be realized; the opening degree of the crevice space (III) can be adjusted by replacing rigid gaskets (5-1) with different thicknesses, so as to realize the variable opening degree control; 所述固定模板(2)中间掏空,与所述裂隙上盘(1)组合,实现所述裂隙空间(III)的可视化。The fixed template (2) is hollowed out in the middle, and is combined with the upper plate of the crack (1) to realize the visualization of the crack space (III). 2.根据权利要求1所述的用于可视化实验的变开度可拆卸裂隙装置,其特征在于,所述裂隙上盘(1)的材料可以选自有机玻璃;所述固定模板(2)的材料可以选自不锈钢、铝材或有机玻璃;所述裂隙下盘(3)的材料可以选自不锈钢或铝材。2. The detachable slit device for visualization experiment according to claim 1, characterized in that, the material of the upper disk (1) of the slit can be selected from plexiglass; the material of the fixed template (2) The material can be selected from stainless steel, aluminum or plexiglass; the material of the lower disc (3) of the fissure can be selected from stainless steel or aluminum. 3.根据权利要求1所述的用于可视化实验的变开度可拆卸裂隙装置,其特征在于,所述闭环凹槽(1-1)的截面形状可以是倒三角形、四边形或半圆形。3. The variable-opening detachable fracture device for visualization experiments according to claim 1, characterized in that, the cross-sectional shape of the closed-loop groove (1-1) can be an inverted triangle, a quadrilateral, or a semicircle. 4.根据权利要求1所述的用于可视化实验的变开度可拆卸裂隙装置,其特征在于,所述裂隙上盘(1)下表面两端设置有缓冲槽(1-3),所述缓冲槽(1-3)的截面形状为四边形。4. The variable-opening detachable fissure device for visualization experiments according to claim 1, characterized in that, buffer grooves (1-3) are provided on both ends of the lower surface of the upper plate (1) of the fissure, and the The cross-sectional shape of the buffer groove (1-3) is a quadrangle. 5.根据权利要求1所述的用于可视化实验的变开度可拆卸裂隙装置,其特征在于,所述裂隙下盘(3)上表面两端设置有缓冲槽(3-4),两端分别设置有若干贯通的出入流口(3-2),用于连接出入流组件,所述裂隙下盘(3)沿长度方向还设置有若干贯通的传感器连接口(3-3),用于连接数据监测组件。5. The variable-opening detachable fissure device according to claim 1, characterized in that, buffer grooves (3-4) are provided on both ends of the upper surface of the lower plate (3) of the fissure, and both ends are provided with buffer grooves (3-4). A plurality of through inflow and outflow ports (3-2) are respectively provided for connecting the inflow and outflow components, and the lower plate (3) of the fissure is also provided with a plurality of through sensor connection ports (3-3) along the length direction for connecting the inflow and outflow components. Connect the data monitoring components. 6.根据权利要求1所述的用于可视化实验的变开度可拆卸裂隙装置,其特征在于,所述出入流组件可通过更换不同大小的连接接头,与所述出入流口(3-2)连接,实现与外界出入流装置组合,开展实验。6. The variable opening detachable slit device for visualization experiments according to claim 1, wherein the inflow and outflow components can be connected with the inflow and outflow ports (3-2) by replacing connecting joints of different sizes. ) connection to realize the combination with the external inflow and outflow devices to carry out experiments. 7.根据权利要求1所述的用于可视化实验的变开度可拆卸裂隙装置,其特征在于,所述数据监测组件包括孔隙水压力传感器、高密度电阻率探头等传感器,用于监测实验过程中不同剖面位置的水压力或电阻率的变化。7. The variable-opening detachable fissure device according to claim 1, wherein the data monitoring component comprises sensors such as a pore water pressure sensor, a high-density resistivity probe, etc., for monitoring the experimental process Changes in water pressure or resistivity at different profile locations in 8.根据权利要求1所述的用于可视化实验的变开度可拆卸裂隙装置,其特征在于,所述缓冲腔组件包括缓冲腔(6-1)和水流缓冲组件(6-2),用于实现水流重分布,使水流均匀地流入与流出裂隙模型;所述缓冲腔(6-1)由裂隙上盘的缓冲槽(1-3)和裂隙下盘的缓冲槽(3-4)共同组成,所述缓冲腔(6-1)包括入流缓冲腔和出流缓冲腔;所述水流缓冲组件(6-2)可以是海绵等多孔材料。8. The variable-opening detachable slit device for visualization experiments according to claim 1, wherein the buffer chamber assembly comprises a buffer chamber (6-1) and a water flow buffer assembly (6-2), In order to realize the redistribution of water flow, so that the water flow evenly flows into and out of the fracture model; the buffer cavity (6-1) is composed of the buffer groove (1-3) of the upper wall of the fracture and the buffer groove (3-4) of the lower wall of the fracture. The buffer cavity (6-1) includes an inflow buffer cavity and an outflow buffer cavity; the water flow buffer component (6-2) may be a porous material such as sponge. 9.根据权利要求1所述的用于可视化实验的变开度可拆卸裂隙装置,其特征在于,所述刚性垫圈的形状可以是圆形、四边形或三角形,通过在裂隙内部不同位置设置不同数量的所述刚性垫圈,模拟裂隙通道的粗糙度。9. The detachable slit device for visualization experiments according to claim 1, wherein the shape of the rigid washer can be a circle, a quadrilateral or a triangle, by setting different numbers at different positions inside the slit The rigid washer of , simulates the roughness of the fracture channel. 10.根据权利要求1所述的用于可视化实验的变开度可拆卸裂隙装置,其特征在于,所述模型底座(VI)与所述固定模板(2)、所述裂隙下盘(5)通过螺栓连接,可实现裂隙模型的竖直摆放或水平摆放。10. The variable-opening detachable fissure device for visualization experiments according to claim 1, wherein the model base (VI), the fixed template (2), the fissure bottom plate (5) Through bolt connection, the fracture model can be placed vertically or horizontally.
CN202110748683.9A 2021-07-02 2021-07-02 Variable-opening detachable fracture device for visual experiment Active CN113533157B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110748683.9A CN113533157B (en) 2021-07-02 2021-07-02 Variable-opening detachable fracture device for visual experiment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110748683.9A CN113533157B (en) 2021-07-02 2021-07-02 Variable-opening detachable fracture device for visual experiment

Publications (2)

Publication Number Publication Date
CN113533157A true CN113533157A (en) 2021-10-22
CN113533157B CN113533157B (en) 2022-08-23

Family

ID=78097658

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110748683.9A Active CN113533157B (en) 2021-07-02 2021-07-02 Variable-opening detachable fracture device for visual experiment

Country Status (1)

Country Link
CN (1) CN113533157B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114518311A (en) * 2022-02-21 2022-05-20 河北工业大学 Visual controllable rough single-crack seepage simulation device and use method thereof
CN115372221A (en) * 2022-07-13 2022-11-22 浙江大学 3D printing variable-opening fracture model and method for seepage experiment
CN115372222A (en) * 2022-07-13 2022-11-22 浙江大学 Device for variable-aperture network fractured rock mass seepage experiment

Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1068599A (en) * 1976-07-12 1979-12-25 Philip R. Bunnelle Subterranean drilling and slurry mining
FR2757947A1 (en) * 1996-12-30 1998-07-03 Inst Francais Du Petrole METHOD FOR DETERMINING THE EQUIVALENT PERMEABILITY OF A FRACTURE NETWORK IN A MULTI-LAYER UNDERGROUND MEDIUM
CN103411751A (en) * 2013-08-13 2013-11-27 中国科学院武汉岩土力学研究所 Visual intersected fracture flowing water grouting test device and method
CN105158141A (en) * 2015-09-08 2015-12-16 河海大学 Recyclable coarse fracture high velocity seepage testing apparatus
CN106645158A (en) * 2017-02-28 2017-05-10 武汉大学 Device for rock mass crack three-phase flow displacement dispersion capturing study and testing method
CN108007845A (en) * 2017-12-25 2018-05-08 中国地质大学(武汉) A kind of high temperature fracture seepage simulator for changing fracture opening
CN108195738A (en) * 2017-12-22 2018-06-22 中国矿业大学(北京) A kind of three-dimensional fracture permeability apparatus of the wide adjustable interior visible of gap
CN109186935A (en) * 2018-08-08 2019-01-11 武汉大学 A kind of visual test device and method of analog crossover fracture seepage
CN109883925A (en) * 2019-03-27 2019-06-14 武汉大学 Rough fissure with variable opening for visualization experiment and method of making the same
US20190204288A1 (en) * 2017-12-28 2019-07-04 Taiyuan University Of Technology Supercritical CO2 Reactor and Test System of Creepage, Diffusion and Erosion of Rock Mass
CN110376351A (en) * 2019-06-28 2019-10-25 浙江大学 A kind of pollution sources boundary point level control device and the airborne contaminant transportation experimental rig of centrifuge
CN110376352A (en) * 2019-06-28 2019-10-25 浙江大学 A kind of waterpower boundary point level control device
CN111157422A (en) * 2019-12-30 2020-05-15 中国地质大学(武汉) A device capable of quantitatively adjusting the opening of rough cracks in rock and using method thereof
CN111307689A (en) * 2020-04-12 2020-06-19 北京工业大学 A model and method for simulating rough undulating fracture surface and fracture opening of rock mass
CN111504872A (en) * 2020-04-16 2020-08-07 武汉大学 Variable-opening detachable simulated crack test device and test method
CN212568387U (en) * 2020-07-17 2021-02-19 中国地质大学(北京) A Visualized Test System for Simulating Multiphase Seepage in Rough Single-Crossed Fractures
CN112595644A (en) * 2020-11-19 2021-04-02 昆明理工大学 Model device and method for simulating rough and fluctuant crack surface and crack opening degree of rock mass
CN112903557A (en) * 2021-01-20 2021-06-04 东南大学 Visual measuring device and method for flow velocity and flow field in rock fracture seepage process

Patent Citations (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1068599A (en) * 1976-07-12 1979-12-25 Philip R. Bunnelle Subterranean drilling and slurry mining
FR2757947A1 (en) * 1996-12-30 1998-07-03 Inst Francais Du Petrole METHOD FOR DETERMINING THE EQUIVALENT PERMEABILITY OF A FRACTURE NETWORK IN A MULTI-LAYER UNDERGROUND MEDIUM
CN103411751A (en) * 2013-08-13 2013-11-27 中国科学院武汉岩土力学研究所 Visual intersected fracture flowing water grouting test device and method
CN105158141A (en) * 2015-09-08 2015-12-16 河海大学 Recyclable coarse fracture high velocity seepage testing apparatus
CN106645158A (en) * 2017-02-28 2017-05-10 武汉大学 Device for rock mass crack three-phase flow displacement dispersion capturing study and testing method
CN108195738A (en) * 2017-12-22 2018-06-22 中国矿业大学(北京) A kind of three-dimensional fracture permeability apparatus of the wide adjustable interior visible of gap
CN108007845A (en) * 2017-12-25 2018-05-08 中国地质大学(武汉) A kind of high temperature fracture seepage simulator for changing fracture opening
US20190204288A1 (en) * 2017-12-28 2019-07-04 Taiyuan University Of Technology Supercritical CO2 Reactor and Test System of Creepage, Diffusion and Erosion of Rock Mass
CN109186935A (en) * 2018-08-08 2019-01-11 武汉大学 A kind of visual test device and method of analog crossover fracture seepage
CN109883925A (en) * 2019-03-27 2019-06-14 武汉大学 Rough fissure with variable opening for visualization experiment and method of making the same
CN110376351A (en) * 2019-06-28 2019-10-25 浙江大学 A kind of pollution sources boundary point level control device and the airborne contaminant transportation experimental rig of centrifuge
CN110376352A (en) * 2019-06-28 2019-10-25 浙江大学 A kind of waterpower boundary point level control device
CN111157422A (en) * 2019-12-30 2020-05-15 中国地质大学(武汉) A device capable of quantitatively adjusting the opening of rough cracks in rock and using method thereof
CN111307689A (en) * 2020-04-12 2020-06-19 北京工业大学 A model and method for simulating rough undulating fracture surface and fracture opening of rock mass
CN111504872A (en) * 2020-04-16 2020-08-07 武汉大学 Variable-opening detachable simulated crack test device and test method
CN212568387U (en) * 2020-07-17 2021-02-19 中国地质大学(北京) A Visualized Test System for Simulating Multiphase Seepage in Rough Single-Crossed Fractures
CN112595644A (en) * 2020-11-19 2021-04-02 昆明理工大学 Model device and method for simulating rough and fluctuant crack surface and crack opening degree of rock mass
CN112903557A (en) * 2021-01-20 2021-06-04 东南大学 Visual measuring device and method for flow velocity and flow field in rock fracture seepage process

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
WANG CY 等: "A model III rate-dependent bridged crack with surface elasticity", 《MECHANICS MATERIALS》 *
包春燕 等: "石灰石破坏过程声发射及裂隙渗流特性研究", 《中国优秀硕士学位论文全文数据库工程科技II辑》 *
张凯文: "微裂隙注浆浆液渗流特性试验研究", 《中国优秀硕士学位论文全文数据库工程科技II辑》 *
李金龙 等: "高家堡煤矿煤层顶板注浆加固堵水技术探讨", 《煤田地质与勘探》 *

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114518311A (en) * 2022-02-21 2022-05-20 河北工业大学 Visual controllable rough single-crack seepage simulation device and use method thereof
CN114518311B (en) * 2022-02-21 2024-03-26 河北工业大学 Visual simulation device capable of controlling coarse single-crack seepage and application method thereof
CN115372221A (en) * 2022-07-13 2022-11-22 浙江大学 3D printing variable-opening fracture model and method for seepage experiment
CN115372222A (en) * 2022-07-13 2022-11-22 浙江大学 Device for variable-aperture network fractured rock mass seepage experiment
CN115372221B (en) * 2022-07-13 2023-06-16 浙江大学 A 3D printing variable opening fracture model and method for seepage experiments
CN115372222B (en) * 2022-07-13 2023-09-12 浙江大学 A device for seepage experiments in rock mass with variable opening network fissures

Also Published As

Publication number Publication date
CN113533157B (en) 2022-08-23

Similar Documents

Publication Publication Date Title
CN111983197B (en) Fracture rock mass grouting simulation visualization test system and test method considering stress effect
CN113533157A (en) A variable-opening detachable slit device for visualization experiments
CN106324226B (en) Monitor seepage action of ground water, sedimentation perfusion one laboratory testing rig and method
CN102928556B (en) Device and method for large-size visual physical simulation of fingering of acid liquid in acid fracturing crack
CN204827440U (en) Simulation crack oil reservoir gel particle evaluation experimental apparatus
CN103411751A (en) Visual intersected fracture flowing water grouting test device and method
CN107893652A (en) The hydraulic fracturing analogue experiment installation and method of the enhanced geothermal system of hot dry rock
CN211669011U (en) Fractured rock mass stress simulation device
CN108333098A (en) Shale gas reservoir micro-fractures high-temperature and high-pressure visual air water two phase fluid flow experimental provision
CN104007050B (en) A kind of vibration control unsaturated soil column test system
CN105865874B (en) A kind of sample preparation device suitable for sandy soil laboratory test
CN101871876A (en) Visual multifunctional fracture seepage simulation experiment platform
CN206132761U (en) Monitoring groundwater seepage flow, subside fill integrative indoor test device
CN106198932A (en) The experimental provision of water petrofacies interaction and method in a kind of simulation rock crack
CN115372222A (en) Device for variable-aperture network fractured rock mass seepage experiment
CN205941290U (en) Visual analog system of coarse fracture network seepage flow ration
CN202693576U (en) Simulation device of unsaturated soil body leaching and seepage field
CN111474326A (en) Karst grouting simulation experiment device and karst grouting visual simulation experiment method based on 3D printing
CN112630121B (en) Device and method for testing permeability of fractured surrounding rock of deep chamber under stress action
CN102749278A (en) Method for testing depth of influence of acid rain on red clay on the basis of pH value test
CN111351744B (en) A test device for simulating the seepage characteristics of pore-crack dual medium
CN106248907B (en) A kind of swollen tester sample bucket of salt
CN116378621B (en) A mine-level fracturing full-process simulation experiment device and method
CN108519476B (en) Simulation method and device for water and soil leakage process in karst bedrock fissures
CN107271342A (en) Simulation can filling fracture Seepage of Rock Masses process testing device containing ground water reservoir

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