CN116242559A - In-situ leaching uranium mining cementing cement sheath sealing performance testing device - Google Patents

In-situ leaching uranium mining cementing cement sheath sealing performance testing device Download PDF

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CN116242559A
CN116242559A CN202310268217.XA CN202310268217A CN116242559A CN 116242559 A CN116242559 A CN 116242559A CN 202310268217 A CN202310268217 A CN 202310268217A CN 116242559 A CN116242559 A CN 116242559A
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pipeline
pressure
pressure relief
perforation
cement sheath
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赵龙昊
李召坤
廖文胜
杨立志
李星浩
张宇
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Beijing Research Institute of Chemical Engineering and Metallurgy of CNNC
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Beijing Research Institute of Chemical Engineering and Metallurgy of CNNC
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M3/00Investigating fluid-tightness of structures
    • G01M3/02Investigating fluid-tightness of structures by using fluid or vacuum
    • G01M3/26Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors
    • 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
    • Y02P10/00Technologies related to metal processing
    • Y02P10/20Recycling

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Abstract

The invention provides a device for detecting sealing performance of a cementing surface of an in-situ leaching uranium mining well cementation cement sheath, which relates to the technical field of in-situ leaching uranium mining, and comprises a surrounding rock simulation structure, a sheath body, a top cover and a bottom cover, wherein the top cover is in sealing connection with an upper port of the sheath body, and the bottom cover is in sealing connection with a lower port of the sheath body; the well cementation simulation structure comprises a cement collar, a PVC (polyvinyl chloride) shaft and a packer, wherein a detection module comprises a pressurizing unit and a control center, the pressurizing unit comprises a pressurizing pipeline, a first valve and a first pressure gauge, one end of the pressurizing pipeline is communicated with the liquid injection pipe, the first valve and the first pressure gauge are arranged on the pressurizing pipeline, the other end of the pressurizing pipeline is connected with a liquid pumping unit, and the control center is connected with the first pressure gauge. The invention realizes the measurement of the pressure and the cross flow range of the cross flow of the PVC shaft-cement sheath when the fracturing fluid is fractured, and better realizes the well cementation and micro-fracturing processes when the indoor reduced uranium ore is fractured, thereby being used for guiding the development of compact sandstone uranium ore.

Description

地浸采铀固井水泥环胶结面密封性能测试装置In-situ leaching uranium mining cementing cement sheath sealing performance testing device

技术领域technical field

本发明涉及地浸采铀技术领域,具体而言,涉及一种地浸采铀固井水泥环胶结面密封性能测试装置。The invention relates to the technical field of in-situ leaching uranium mining, in particular to a device for testing the sealing performance of a cement sheath cemented surface in in-situ leaching uranium mining.

背景技术Background technique

随着我国物性好的常规砂岩铀矿地浸开发的进行,现有和新勘探的铀资源逐渐从浅层向深层,从高渗透到低渗透发展,出现难采、低效、高成本的突出问题。微压裂能够通过高压流体在井筒周围形成微裂缝,对物性较差的深部低渗铀矿进行储层改造,最终利用密集的缝网联通注采井,有效提升致密铀矿砂岩的地浸开发效果。With the in-situ leaching development of conventional sandstone uranium deposits with good physical properties in my country, the existing and newly explored uranium resources are gradually developing from shallow to deep, and from high permeability to low permeability. question. Micro-fracturing can form micro-fractures around the wellbore through high-pressure fluids, transform the deep low-permeability uranium deposits with poor physical properties, and finally use dense fracture networks to connect injection and production wells, effectively improving the in-situ leaching development of tight uranium sandstone Effect.

地浸采铀的套管多为PVC井筒,在微压裂时由于PVC井筒和水泥的润湿性与压缩系数不同,固井后的第一胶结面强度较差,极易在高压流体的作用下产生窜流,进而导致铀矿微压裂造缝失败。因此需要在室内测试PVC井筒和水泥之间的第一胶结面密封性能的装置,现有的测试装置只能模拟钢套管的固井工况以及水泥环成形的过程,无法对压裂液进行压裂时PVC井筒-水泥环窜流的压力和窜流范围进行测量,除此之外对于PVC井筒-水泥环的射孔压裂过程也无法模拟。Casings for in-situ leaching uranium production are mostly PVC wellbores. During micro-fracturing, due to the difference in wettability and compressibility between PVC wellbore and cement, the strength of the first cemented surface after cementing is poor, and it is easy to be exposed to high-pressure fluid Channeling flow is generated, which leads to the failure of uranium ore micro-fracturing. Therefore, a device for testing the sealing performance of the first cemented surface between the PVC wellbore and cement is needed indoors. The existing test device can only simulate the cementing conditions of the steel casing and the process of cement sheath formation, and cannot test the fracturing fluid. The pressure and flow range of PVC wellbore-cement sheath channeling are measured during fracturing. In addition, the perforation and fracturing process of PVC wellbore-cement sheath cannot be simulated.

发明内容Contents of the invention

本发明的目的在于提供一种地浸采铀固井水泥环胶结面密封性能测试装置,以改善上述问题。为了实现上述目的,本发明采取的技术方案如下:The object of the present invention is to provide a test device for the sealing performance of the cement sheath cemented surface in uranium leaching well cementing, so as to improve the above problems. In order to achieve the above object, the technical scheme that the present invention takes is as follows:

本申请提供了地浸采铀固井水泥环胶结面密封性能检测装置,包括:This application provides a device for testing the sealing performance of the cement sheath cemented surface in in-situ leaching uranium mining cementing, including:

围岩模拟结构,包括套体、顶盖和底盖,所述顶盖与套体的上端口密封连接,所述底盖与套体的下端口密封连接;The surrounding rock simulation structure includes a casing, a top cover and a bottom cover, the top cover is sealingly connected with the upper port of the casing, and the bottom cover is sealingly connected with the lower port of the casing;

固井模拟结构,包括水泥环、PVC井筒和封隔器,所述水泥环为在所述PVC井筒外表面成形的环形结构,所述PVC井筒、水泥环和套体由内向外依次嵌套,所述封隔器包括封隔器本体以及与封隔器本体连接的注液管,所述封隔器本体嵌套在所述PVC井筒的中空腔体内;The cementing simulation structure includes a cement sheath, a PVC wellbore and a packer. The cement sheath is an annular structure formed on the outer surface of the PVC wellbore. The PVC wellbore, cement sheath and casing are nested sequentially from the inside to the outside. The packer includes a packer body and a liquid injection pipe connected to the packer body, and the packer body is nested in the hollow cavity of the PVC wellbore;

检测模块,包括加压单元和控制中心,所述加压单元包括加压管路、第一阀门和第一压力表,所述加压管路的一端与所述注液管连通,所述第一阀门和第一压力表设置于加压管路上,所述加压管路另一端连接泵液单元,所述控制中心与第一压力表连接。The detection module includes a pressurization unit and a control center, the pressurization unit includes a pressurization pipeline, a first valve and a first pressure gauge, one end of the pressurization pipeline communicates with the liquid injection pipe, and the first A valve and the first pressure gauge are arranged on the pressurized pipeline, the other end of the pressurized pipeline is connected with the pumping unit, and the control center is connected with the first pressure gauge.

进一步地,所述PVC井筒的底端为封闭端,所述中空腔体的下段为布设有射孔的射孔段,所述检测模块还包括第一泄压单元、第二泄压单元,其中:Further, the bottom end of the PVC wellbore is a closed end, the lower section of the hollow cavity is a perforation section where perforations are arranged, and the detection module also includes a first pressure relief unit and a second pressure relief unit, wherein :

第一泄压单元,包括第一泄压管路、第二阀门和第二压力表,所述第一泄压管路的一端与套体顶部连通,所述第一泄压管路的另一端与外界大气连通,所述第二阀门和第二压力表设置于所述第一泄压管路上;The first pressure relief unit includes a first pressure relief pipeline, a second valve and a second pressure gauge, one end of the first pressure relief pipeline communicates with the top of the casing, and the other end of the first pressure relief pipeline communicated with the outside atmosphere, the second valve and the second pressure gauge are arranged on the first pressure relief pipeline;

第二泄压管路,包括第二泄压管路、第三阀门和第三压力表,所述第二泄压管路的一端与套体底部连通,所述第二泄压管路的另一端与外界大气连通,所述第三阀门和第三压力表设置于所述第二泄压管路上;The second pressure relief pipeline includes a second pressure relief pipeline, a third valve and a third pressure gauge, one end of the second pressure relief pipeline communicates with the bottom of the casing, and the other end of the second pressure relief pipeline One end communicates with the outside atmosphere, and the third valve and the third pressure gauge are arranged on the second pressure relief pipeline;

所述第二压力表、第三压力表分别与控制中心连接。The second pressure gauge and the third pressure gauge are respectively connected with the control center.

进一步地,所述第一泄压管路的另一端连有第一废液罐,所述第二泄压管路的另一端连有第二废液罐。Further, the other end of the first pressure relief pipeline is connected with a first waste liquid tank, and the other end of the second pressure relief pipeline is connected with a second waste liquid tank.

进一步地,所述加压管路旁侧延伸出泄压支路与第一泄压管路的另一端汇合,所述泄压支路上设有第四阀门。Further, a pressure relief branch extends from the side of the pressurization pipeline to join the other end of the first pressure relief pipeline, and a fourth valve is arranged on the pressure relief branch.

进一步地,所述射孔段上设有多个射孔开设区域,所述射孔开设区域包括若干个射孔,每个所述射孔开设区域周向一圈的外表面上布设有电极片组,所述中空腔体内壁的底面上设有公共电极,所述电极片组和公共电极分别与电源的正负极连接,所述电极片组连有导电性能检测单元,所述导电性能检测单元和电源分别与控制中心连接。Further, the perforation section is provided with a plurality of perforation opening areas, and the perforation opening area includes several perforations, and electrode sheets are arranged on the outer surface of each of the perforation opening areas. group, the bottom surface of the inner wall of the hollow cavity is provided with a common electrode, the electrode sheet group and the common electrode are respectively connected to the positive and negative poles of the power supply, the electrode sheet group is connected to a conductivity detection unit, and the conductivity detection unit The unit and the power supply are respectively connected with the control center.

进一步地,所述电极片组包括在射孔开设区域周向一圈的外表面上由内向外逐圈设置的电极片簇,每圈电极片簇包括周向间隔设置的电极片,所述导电性能检测单元包括采样电阻、运算放大器和无线传输模块,每个所述电极片均连有采样电阻,每个所述采样电阻均连有运算放大器,所述无线传输模块上设有若干个信号输入端口,每个所述运算放大器与无线传输模块中对应的信号输入端口相连,所述无线传输模块与控制中心信号连接。Further, the electrode sheet group includes electrode sheet clusters arranged circle by circle from inside to outside on the outer surface of a circle of the perforation opening area, and each circle of electrode piece clusters includes electrode pieces arranged at intervals in the circumferential direction. The performance detection unit includes a sampling resistor, an operational amplifier and a wireless transmission module, each of the electrode sheets is connected with a sampling resistor, each of the sampling resistors is connected with an operational amplifier, and the wireless transmission module is provided with several signal input Each of the operational amplifiers is connected to a corresponding signal input port in the wireless transmission module, and the wireless transmission module is connected to the control center for signals.

进一步地,所述泵液单元包括第一泵体、中间罐和第三废液罐,所述第一泵体与中间罐的底部通过泵液管连通,所述中间罐的顶部与加压管路通过进液管连通,所述第三废液罐与中间罐的底部通过出液管连通,所述泵液管、进液管和出液管上均设有阀门,所述第一泵体与控制中心连接。Further, the liquid pump unit includes a first pump body, an intermediate tank and a third waste liquid tank, the first pump body communicates with the bottom of the intermediate tank through a pump liquid pipe, and the top of the intermediate tank communicates with the pressurization pipe The road is connected through the liquid inlet pipe, and the bottom of the third waste liquid tank is connected with the middle tank through the liquid outlet pipe. The pump liquid pipe, the liquid inlet pipe and the liquid outlet pipe are all equipped with valves, and the first pump body Connect with the control center.

进一步地,还包括温度控制模块,所述温度控制模块包括第一温度控制单元,所述第一温度控制单元包括第一温度调节器、第一加热电偶和第一温度表,所述第一温度调节器和第一温度表分别与控制中心连接,所述第一加热电偶包裹在所述加压管的外部。Further, it also includes a temperature control module, the temperature control module includes a first temperature control unit, the first temperature control unit includes a first temperature regulator, a first heating couple and a first temperature gauge, the first The temperature regulator and the first temperature gauge are respectively connected to the control center, and the first heating couple is wrapped outside the pressurized tube.

进一步地,还包括围压模拟单元,所述套体包括外部套体以及嵌套于外部套体的内部胶套,所述围压模拟单元包括围压管路和第四压力表,所述围压管路的一端与外部套体与内部胶套之间的空间连通,所述围压管路的另一端外接第二泵体,所述第四压力表与外部套体与内部胶套之间的空间连通,所述第四压力表、第二泵液单元分别与控制中心连接。Further, it also includes a confining pressure simulation unit, the sleeve body includes an outer sleeve body and an inner rubber sleeve nested in the outer sleeve body, the confining pressure simulation unit includes a confining pressure pipeline and a fourth pressure gauge, the enclosure One end of the pressure pipeline communicates with the space between the outer sleeve body and the inner rubber sleeve, the other end of the confining pressure pipeline is externally connected to the second pump body, and the fourth pressure gauge is connected to the space between the outer sleeve body and the inner rubber sleeve. The space is connected, and the fourth pressure gauge and the second pumping unit are respectively connected with the control center.

进一步地,所述温度控制模块还包括第二温度控制单元,所述第二温度控制单元包括第二温度调节器、第二加热电偶和第二温度表,所述第二温度调节器和第二温度表分别与控制中心连接,所述第二加热电偶包裹在所述套体的外部。Further, the temperature control module also includes a second temperature control unit, the second temperature control unit includes a second temperature regulator, a second heating couple and a second temperature gauge, the second temperature regulator and the second temperature gauge The two thermometers are respectively connected to the control center, and the second heating couple is wrapped outside the casing.

进一步地,所述封隔器本体的外壁上设有外螺纹段,所述中空腔体的内壁设有与所述外螺纹段相适配的内螺纹段。Further, an external thread section is provided on the outer wall of the packer body, and an internal thread section matching the external thread section is provided on the inner wall of the hollow cavity.

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

本发明通过围岩模拟结构模拟地层围岩结构,通过固井模拟结构模拟地浸采铀固井结构水泥环、PVC井筒和封隔器,通过所述检测模块中加压单元和控制中心,实现在测试PVC井筒和水泥环之间的第一胶结面密封性能的基础之上,对压裂液进行压裂时PVC井筒-水泥环窜流的压力进行测量,更好地在室内还原铀矿压裂时固井与微压裂过程,从而用于指导致密砂岩铀矿的开发。The present invention simulates the surrounding rock structure of the formation through the surrounding rock simulation structure, and simulates the cement sheath, PVC wellbore and packer of the in-ground leaching and mining uranium cementing structure through the cementing simulation structure, and through the pressurization unit and the control center in the detection module, realize On the basis of testing the sealing performance of the first cemented surface between the PVC wellbore and the cement sheath, measure the pressure of the PVC wellbore-cement sheath channeling when the fracturing fluid is fracturing, so as to better restore the uranium mine pressure indoors Fracture-time cementing and micro-fracturing processes are used to guide the development of dense sandstone uranium deposits.

本发明的其他特征和优点将在随后的说明书阐述,并且,部分地从说明书中变得显而易见,或者通过实施本发明实施例了解。本发明的目的和其他优点可通过在所写的说明书、权利要求书、以及附图中所特别指出的结构来实现和获得。Additional features and advantages of the invention will be set forth in the description which follows, and in part will be apparent from the description, or may be learned by practice of the invention. The objectives and other advantages of the invention may be realized and attained by the structure particularly pointed out in the written description and claims hereof as well as the appended drawings.

附图说明Description of drawings

为了更清楚地说明本发明实施例的技术方案,下面将对实施例中所需要使用的附图作简单地介绍,应当理解,以下附图仅示出了本发明的某些实施例,因此不应被看作是对范围的限定,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他相关的附图。In order to illustrate the technical solutions of the embodiments of the present invention more clearly, the accompanying drawings used in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of the present invention, and thus It should be regarded as a limitation on the scope, and those skilled in the art can also obtain other related drawings based on these drawings without creative work.

图1为本发明地浸采铀固井水泥环胶结面密封性能测试装置的结构示意图。Fig. 1 is a schematic structural view of the test device for the sealing performance of cement sheath cemented surface in uranium leaching well cementing of the present invention.

图2为具体实施方式中水泥环的成形装置示意图。Fig. 2 is a schematic diagram of a cement sheath forming device in a specific embodiment.

图3为本发明中PVC井筒的结构示意图。Fig. 3 is a schematic structural view of a PVC shaft in the present invention.

图4为本发明中封隔器的结构示意图。Fig. 4 is a structural schematic diagram of the packer in the present invention.

图5为本发明中围岩模拟结构和固井模拟结构的装配结构示意图。Fig. 5 is a schematic diagram of the assembly structure of the surrounding rock simulation structure and the cementing simulation structure in the present invention.

图6为射孔压裂模拟实验结果之一中第一压力表的压力变化示意图。Fig. 6 is a schematic diagram of the pressure change of the first pressure gauge in one of the perforation and fracturing simulation experiment results.

图7为射孔压裂模拟实验结果之一中第二压力表的压力变化示意图。Fig. 7 is a schematic diagram of the pressure change of the second pressure gauge in one of the perforation and fracturing simulation experiment results.

图8为射孔压裂模拟实验结果之一中第三压力表的压力变化示意图。Fig. 8 is a schematic diagram of the pressure change of the third pressure gauge in one of the perforation and fracturing simulation experiment results.

图9为射孔压裂模拟实验结果之二中第一压力表的压力变化示意图。Fig. 9 is a schematic diagram of the pressure change of the first pressure gauge in the second result of the perforation and fracturing simulation experiment.

图10为射孔压裂模拟实验结果之二中第二压力表的压力变化示意图。Fig. 10 is a schematic diagram of the pressure change of the second pressure gauge in the second perforation and fracturing simulation experiment result.

图11为射孔压裂模拟实验结果之二中第三压力表的压力变化示意图。Fig. 11 is a schematic diagram of the pressure change of the third pressure gauge in the second result of the perforation and fracturing simulation experiment.

图12为本发明中射孔开设区域布设方式一的结构示意图。Fig. 12 is a structural schematic diagram of the first arrangement of the perforation opening area in the present invention.

图13为本发明中射孔开设区域周围压裂液的窜流区域图之一。Fig. 13 is one of the cross-flow area diagrams of fracturing fluid around the perforation opening area in the present invention.

图14为本发明中射孔开设区域周围压裂液的窜流区域图之二。Fig. 14 is the second diagram of the channeling area of fracturing fluid around the perforation opening area in the present invention.

图15为本发明中射孔开设区域周围压裂液的窜流区域图之三。Fig. 15 is the third diagram of the channeling area of fracturing fluid around the perforation opening area in the present invention.

图16为本发明中电流监测单元的结构原理示意图。Fig. 16 is a schematic diagram of the structure and principle of the current monitoring unit in the present invention.

图17为本发明中电流监测单元与微控制器的连接结构示意图。Fig. 17 is a schematic diagram of the connection structure between the current monitoring unit and the microcontroller in the present invention.

图中标记:1、PVC井筒;2、内螺纹段;3、射孔段;4、实心底座;5、快速接头;6、第一密封螺栓;7、旋转卡槽;8、第一密封塞;9、封隔器本体;10、外螺纹段;11、注液管;12、水泥环;13、水泥环外套筒;14、筛管外油性纸;15、套筒内油性纸;16、固定底座;17、顶盖;18、水泥;19、套体;20、底盖;21、第二密封塞与第二密封螺栓;22、第二泄压口;23、第一泄压口;24、注液口;25、第三密封塞与第三密封螺栓;26、连接成功的快速接头;27、第四密封塞与第四密封螺栓;28、第一压力表;29、第二压力表;30、第三压力表;31、第四压力表;32、第一温度表;33、第二温度表;34、第一加热电偶;35、第二加热电偶;36、第一泄压管路;37、第二泄压管路;38、泄压支路;39、射孔;40、电极片簇;41、监测模块;42、第一导线;43、第二导线;44、充电口;45、第三导线;46、第四导线;47、电极片;48、采样电阻;49、公用电极;50、电源;51、运算放大器;52、微控制器;101、第一废液罐;102、夹持器;103、第二温度调节器;104、第二泵体;105、第二废液罐;191、外部套体;192、内部胶套;201、第一温度调节器;202、加压管路;203、中间罐;204、第一泵体;205、第三废液罐;301、控制中心。Marks in the figure: 1. PVC shaft; 2. Internal thread section; 3. Perforation section; 4. Solid base; 5. Quick connector; 6. First sealing bolt; 7. Rotary card slot; 8. First sealing plug ;9. Packer body; 10. External thread section; 11. Liquid injection pipe; 12. Cement sheath; 13. Outer sleeve of cement annulus; 14. Oily paper outside screen; 15. Oily paper inside sleeve; 16 , fixed base; 17, top cover; 18, cement; 19, casing; 20, bottom cover; 21, second sealing plug and second sealing bolt; 22, second pressure relief port; 23, first pressure relief port ;24, liquid injection port; 25, the third sealing plug and the third sealing bolt; 26, the quick joint that is successfully connected; 27, the fourth sealing plug and the fourth sealing bolt; 28, the first pressure gauge; 29, the second Pressure gauge; 30, the third pressure gauge; 31, the fourth pressure gauge; 32, the first thermometer; 33, the second thermometer; 34, the first heating couple; 35, the second heating couple; 36, the first 1. Pressure relief pipeline; 37. Second pressure relief pipeline; 38. Pressure relief branch; 39. Perforation; 40. Electrode sheet cluster; 41. Monitoring module; 42. First wire; 43. Second wire; 44. Charging port; 45. Third wire; 46. Fourth wire; 47. Electrode sheet; 48. Sampling resistor; 49. Common electrode; 50. Power supply; 51. Operational amplifier; 52. Microcontroller; 101. The first 1. Waste liquid tank; 102. Holder; 103. Second temperature regulator; 104. Second pump body; 105. Second waste liquid tank; 191. External casing; 192. Internal rubber sleeve; 201. First Temperature regulator; 202, pressurized pipeline; 203, intermediate tank; 204, first pump body; 205, third waste liquid tank; 301, control center.

具体实施方式Detailed ways

为使本发明实施例的目的、技术方案和优点更加清楚,下面将结合本发明实施例中的附图,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本发明一部分实施例,而不是全部的实施例。通常在此处附图中描述和示出的本发明实施例的组件可以以各种不同的配置来布置和设计。因此,以下对在附图中提供的本发明的实施例的详细描述并非旨在限制要求保护的本发明的范围,而是仅仅表示本发明的选定实施例。基于本发明中的实施例,本领域普通技术人员在没有作出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments It is a part of embodiments of the present invention, but not all embodiments. The components of the embodiments of the invention generally described and illustrated in the figures herein may be arranged and designed in a variety of different configurations. Accordingly, the following detailed description of the embodiments of the invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely represents selected embodiments of the invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of the present invention.

应注意到:相似的标号和字母在下面的附图中表示类似项,因此,一旦某一项在一个附图中被定义,则在随后的附图中不需要对其进行进一步定义和解释。同时,在本发明的描述中,术语“第一”、“第二”等仅用于区分描述,而不能理解为指示或暗示相对重要性。本发明中术语“射孔密度”指的是每米长度内所射孔眼的数量,单位为孔/米,术语“相位角”指的是相邻两个射孔开设区域的射孔弹之间的夹角叫做相位角。It should be noted that like numerals and letters denote similar items in the following figures, therefore, once an item is defined in one figure, it does not require further definition and explanation in subsequent figures. Meanwhile, in the description of the present invention, the terms "first", "second", etc. are only used to distinguish descriptions, and cannot be understood as indicating or implying relative importance. In the present invention, the term "perforation density" refers to the number of perforations per meter length, and the unit is hole/m. The term "phase angle" refers to the difference between the perforation charges in two adjacent perforation areas. The included angle is called the phase angle.

本具体实施方式中,所述固井模拟结构的制作方法如下:In this specific embodiment, the manufacturing method of the cementing simulation structure is as follows:

首先,确定实验用水泥浆的水灰比、PVC井筒的参数和固井模拟装置参数,本实施例选用模拟的水灰比为1:1.5,PVC井筒的参数包括:内径优选为135mm、外径优选为145mm、内螺纹段2的高度优选为24cm、射孔段3的高度优选为2cm、射孔的孔径优选为5mm,射孔均匀布置在所述射孔段3上,射孔数量共计60个,所述PVC井筒1的底端为封闭端,所述PVC底端为实心底座4,所述实心底座4与内螺纹段2等高均优选为24cm,PVC井筒1的总高优选为50cm;固井模拟装置参数:水泥环外套筒13的内径优选为150mm,外径优选为155mm、固定底座16的内径优选为156mm。First, determine the water-cement ratio of the cement slurry used in the experiment, the parameters of the PVC wellbore and the parameters of the cementing simulation device. 145mm, the height of the internal thread section 2 is preferably 24cm, the height of the perforation section 3 is preferably 2cm, the perforation aperture is preferably 5mm, the perforations are evenly arranged on the perforation section 3, and the number of perforations is 60 in total , the bottom end of the PVC shaft 1 is a closed end, the bottom end of the PVC is a solid base 4, the solid base 4 and the internal thread section 2 are preferably equal in height to 24cm, and the total height of the PVC shaft 1 is preferably 50cm; Parameters of the cementing simulation device: the inner diameter of the outer sleeve 13 of the cement sheath is preferably 150 mm, the outer diameter is preferably 155 mm, and the inner diameter of the fixed base 16 is preferably 156 mm.

之后,将PVC井筒1按照图2的方式垂直放置于固井模拟装置固定底座16的正中心,将水泥环外套筒13垂直放置于固定底座16上;分别将水泥环外套筒内油性纸15和筛管外油性纸14分别完整紧密贴靠在水泥环外套筒13内侧以射孔段3外侧,以防止水泥浆从筛管处泄露到加压空腔内,并避免水泥浆凝固后胶结到水泥环外套筒13难以取出样品的问题,将封隔器本体9旋入PVC井筒1,旋紧后加固第一密封塞8和第一密封螺栓6,将水泥浆注入到固井模拟装置环空内,经过养护胶结后将样品从固井模拟装置中完整取出,所述样品即为固井模拟结构,所述固井模拟结构包括水泥环12、PVC井筒1和封隔器,所述水泥环12为在所述PVC井筒1外表面成形的环形结构,所述PVC井筒1、水泥环12和套体19由内向外依次嵌套,所述封隔器包括封隔器本体9以及与封隔器本体9连接的注液管11,所述封隔器本体9嵌套在所述PVC井筒1的中空腔体内。Afterwards, place the PVC wellbore 1 vertically on the center of the fixed base 16 of the cementing simulation device as shown in Figure 2, and place the cement sheath outer sleeve 13 vertically on the fixed base 16; 15 and the oily paper 14 outside the screen tube are completely and tightly attached to the inner side of the outer sleeve 13 of the cement sheath and the outer side of the perforation section 3 to prevent the cement slurry from leaking from the screen tube into the pressurized cavity, and to avoid the cement slurry after solidification. To solve the problem that it is difficult to take out the sample when cemented to the outer sleeve 13 of the cement sheath, the packer body 9 is screwed into the PVC wellbore 1, and the first sealing plug 8 and the first sealing bolt 6 are reinforced after tightening, and the cement slurry is injected into the cementing simulation In the annulus of the device, the sample is completely taken out from the cementing simulation device after being cured and cemented. The sample is the cementing simulation structure, and the cementing simulation structure includes the cement sheath 12, the PVC wellbore 1 and the packer. The cement sheath 12 is an annular structure formed on the outer surface of the PVC wellbore 1, the PVC wellbore 1, the cement sheath 12 and the casing 19 are nested sequentially from inside to outside, and the packer includes a packer body 9 and A liquid injection pipe 11 connected to the packer body 9 nested in the hollow cavity of the PVC wellbore 1 .

其中,所述PVC井筒1如图3所示,包括实心底座4、射孔段3、内螺纹段2,所述内螺纹段2与封隔器本体9上的外螺纹段10相适配,用于将封隔器本体9旋入PVC井筒1内的内螺纹段2,与所述实心底座4组成一个加压空腔,所述封隔器本体9的高度为5cm,材质为PVC,所述射孔段3用于模拟压裂射孔后的压裂液压裂,按照实际射孔段长度设计所述射孔段3的长度,孔径在1mm~1cm之间,所述实心底座4为PVC材质的实心底座,所述实心底座4与所述射孔段3连接,所述射孔段3再连接内螺纹段2,所述PVC井筒总高度为40cm~80cm,所述筛管段高度在1mm~10cm之间,所述实心底座4与所述螺纹段等高。Wherein, the PVC wellbore 1, as shown in Figure 3, includes a solid base 4, a perforation section 3, and an internal thread section 2, and the internal thread section 2 is adapted to the external thread section 10 on the packer body 9, The internal thread section 2 for screwing the packer body 9 into the PVC wellbore 1 forms a pressurized cavity with the solid base 4. The height of the packer body 9 is 5 cm, and the material is PVC. The perforation section 3 is used to simulate the fracturing hydraulic fracturing after the fracturing perforation, the length of the perforation section 3 is designed according to the actual length of the perforation section, the aperture is between 1 mm and 1 cm, and the solid base 4 is PVC material, the solid base 4 is connected to the perforation section 3, and the perforation section 3 is connected to the internal thread section 2, the total height of the PVC wellbore is 40cm-80cm, and the height of the screen section is 1mm Between ~10cm, the solid base 4 is at the same height as the threaded section.

如图4所示,所述模拟封隔器包括快速接头5、第一密封螺栓6、第一密封塞8、外螺纹段10、旋转卡槽7、注液管11。As shown in FIG. 4 , the simulated packer includes a quick joint 5 , a first sealing bolt 6 , a first sealing plug 8 , an external thread section 10 , a swivel slot 7 , and a liquid injection pipe 11 .

如图1所示,本具体实施方式提供了一种地浸采铀固井水泥环胶结面密封性能检测装置,包括:As shown in Figure 1, this embodiment provides a device for detecting the sealing performance of the cement sheath cemented surface in in-situ leaching mining uranium well cementing, including:

上述装有固井模拟结构的围岩模拟结构;The above-mentioned surrounding rock simulation structure equipped with a cementing simulation structure;

检测模块,所述检测模块包括:A detection module, the detection module comprising:

加压单元和控制中心301,所述加压单元包括加压管路202、第一阀门和第一压力表28,所述加压管路202的一端与所述注液管11连通,所述第一阀门和第一压力表28设置于加压管路202上,所述加压管路202另一端连接泵液单元,所述控制中心301与第一压力表28连接;A pressurization unit and a control center 301, the pressurization unit includes a pressurization pipeline 202, a first valve and a first pressure gauge 28, one end of the pressurization pipeline 202 communicates with the liquid injection pipe 11, the The first valve and the first pressure gauge 28 are arranged on the pressure pipeline 202, the other end of the pressure pipeline 202 is connected to the pumping unit, and the control center 301 is connected to the first pressure gauge 28;

第一泄压单元和第二泄压单元,所述第一泄压单元包括第一泄压管路36、第二阀门和第二压力表29,所述第一泄压管路36的一端与套体19顶部连通,所述第一泄压管路36的另一端与外界大气连通,所述第二阀门和第二压力表29设置于所述第一泄压管路36上;所述第二泄压管路37包括第二泄压管路37、第三阀门和第三压力表30,所述第二泄压管路37的一端与套体19底部连通,所述第二泄压管路37的另一端与外界大气连通,所述第三阀门和第三压力表30设置于所述第二泄压管路37上,所述第二压力表29、第三压力表30分别与控制中心301连接,所述第一泄压管路36的另一端连有第一废液罐101,所述第二泄压管路37的另一端连有第二废液罐105,所述加压管路202旁侧延伸出泄压支路38与第一泄压管路36的另一端汇合,所述泄压支路38上设有第四阀门,所述泵液单元包括第一泵体204、中间罐203和第三废液罐205,所述第一泵体204与中间罐203的底部通过泵液管连通,所述中间罐203的顶部与加压管路202通过进液管连通,所述第三废液罐205与中间罐203的底部通过出液管连通,所述泵液管、进液管和出液管上均设有阀门,所述第一泵体204与控制中心301连接,其中,所述套体19包括外部套体191以及嵌套于外部套体191的内部胶套192。A first pressure relief unit and a second pressure relief unit, the first pressure relief unit includes a first pressure relief pipeline 36, a second valve and a second pressure gauge 29, one end of the first pressure relief pipeline 36 is connected to The top of the casing 19 communicates, the other end of the first pressure relief pipeline 36 communicates with the outside atmosphere, the second valve and the second pressure gauge 29 are arranged on the first pressure relief pipeline 36; The second pressure relief pipeline 37 includes a second pressure relief pipeline 37, a third valve and a third pressure gauge 30. One end of the second pressure relief pipeline 37 communicates with the bottom of the casing 19, and the second pressure relief pipeline The other end of the road 37 communicates with the outside atmosphere. The third valve and the third pressure gauge 30 are arranged on the second pressure relief pipeline 37. The second pressure gauge 29 and the third pressure gauge 30 are respectively connected with the control The center 301 is connected, the other end of the first pressure relief pipeline 36 is connected with the first waste liquid tank 101, the other end of the second pressure relief pipeline 37 is connected with the second waste liquid tank 105, the pressurized A pressure relief branch 38 extends from the side of the pipeline 202 and merges with the other end of the first pressure relief pipeline 36. The pressure relief branch 38 is provided with a fourth valve, and the pumping unit includes a first pump body 204 , an intermediate tank 203 and a third waste liquid tank 205, the first pump body 204 communicates with the bottom of the intermediate tank 203 through a pump liquid pipe, and the top of the intermediate tank 203 communicates with the pressurization pipeline 202 through a liquid inlet pipe, The third waste liquid tank 205 communicates with the bottom of the intermediate tank 203 through a liquid outlet pipe. The pump liquid pipe, liquid inlet pipe and liquid outlet pipe are all provided with valves. The first pump body 204 is connected to the control center 301 connection, wherein, the sleeve 19 includes an outer sleeve 191 and an inner rubber sleeve 192 nested in the outer sleeve 191 .

温度控制模块,所述温度控制模块包括第一温度控制单元和第二温度控制单元,所述第一温度控制单元包括第一温度调节器201、第一加热电偶34和第一温度表32,所述第一温度调节器201和第一温度表32分别与控制中心301连接,所述第一加热电偶34包裹在所述加压管的外部,所述第二温度控制单元包括第二温度调节器103、第二加热电偶35和第二温度表33,所述第二温度调节器103和第二温度表33分别与控制中心301连接,所述第二加热电偶35包裹在所述套体19的外部;A temperature control module, the temperature control module includes a first temperature control unit and a second temperature control unit, the first temperature control unit includes a first temperature regulator 201, a first heating couple 34 and a first temperature gauge 32, The first temperature regulator 201 and the first temperature gauge 32 are respectively connected to the control center 301, the first heating couple 34 is wrapped outside the pressurized tube, and the second temperature control unit includes a second temperature control unit. The regulator 103, the second heating couple 35 and the second temperature gauge 33, the second temperature regulator 103 and the second temperature gauge 33 are respectively connected with the control center 301, and the second heating couple 35 is wrapped in the the outside of the casing 19;

围压模拟单元,所述围压模拟单元包括围压管路和第四压力表31,所述围压管路的一端与外部套体191与内部胶套192之间的空间连通,所述围压管路的另一端外接第二泵体104,所述第四压力表31与外部套体191与内部胶套192之间的空间连通,所述第四压力表31、第二泵液单元分别与控制中心301连接。A confining pressure simulation unit, the confining pressure simulation unit includes a confining pressure pipeline and a fourth pressure gauge 31, one end of the confining pressure pipeline communicates with the space between the outer casing 191 and the inner rubber sleeve 192, the confining pressure The other end of the pressure pipeline is externally connected to the second pump body 104, the fourth pressure gauge 31 communicates with the space between the outer sleeve body 191 and the inner rubber sleeve 192, and the fourth pressure gauge 31 and the second pump liquid unit are respectively Connect with the control center 301.

其中,所述顶盖17上设有注液口24和第一泄压口23,所述底盖20上设有第二泄压口22,将所述快速接头5与注液口24连接构成连接成功的快速接头26,旋入顶盖17和底盖20,将第一泄压口23与第二泄压口22分别通过管线连接到底盖20与顶盖17,并旋紧第二密封塞与第二密封螺栓21、第三密封塞与第三密封螺栓25、第四密封塞与第四密封螺栓27,关闭所有阀门,其中将所述第一泄压口23与第一泄压管路36连通,所述第二泄压口22与第二泄压管路37连通,所述注液口24与所述加压管路202连通。Wherein, the top cover 17 is provided with a liquid injection port 24 and a first pressure relief port 23, and the bottom cover 20 is provided with a second pressure relief port 22, and the quick connector 5 is connected with the liquid injection port 24 to form a The quick connector 26 that is successfully connected is screwed into the top cover 17 and the bottom cover 20, the first pressure relief port 23 and the second pressure relief port 22 are respectively connected to the bottom cover 20 and the top cover 17 through pipelines, and the second sealing plug is tightened and the second sealing bolt 21, the third sealing plug and the third sealing bolt 25, the fourth sealing plug and the fourth sealing bolt 27, close all valves, wherein the first pressure relief port 23 and the first pressure relief pipeline 36 , the second pressure relief port 22 is in communication with the second pressure relief pipeline 37 , and the liquid injection port 24 is in communication with the pressurization pipeline 202 .

如图5所示,将取出的样品放入夹持器102内部的套体19中,所述夹持器102即为围岩模拟结构,所述围岩模拟结构包括套体19、顶盖17和底盖20,所述顶盖17与套体19的上端口密封连接,所述底盖20与套体19的下端口密封连接。利用所述快速接头5将所述加压管路202与所述注液管11连接,向加压空腔内注液增压,所述第一密封螺栓6与第一密封塞8以保持所述封隔器在高压(30MPa以上)下密封状态,维持所述加压空腔的压力,所述外螺纹段10与所述PVC井筒1的内螺纹段2螺纹适配吻合,所述封隔器的注液管11可在30MPa以上压力下正常工作,所述旋转卡槽7用于旋紧所述封隔器与所述PVC井筒1。As shown in Figure 5, put the sample taken out into the sleeve body 19 inside the holder 102, the holder 102 is the surrounding rock simulation structure, and the surrounding rock simulation structure includes a sleeve body 19, a top cover 17 And the bottom cover 20, the top cover 17 is in sealing connection with the upper port of the sleeve body 19, and the bottom cover 20 is in sealing connection with the lower port of the sleeve body 19. Use the quick connector 5 to connect the pressurizing pipeline 202 with the liquid injection pipe 11, inject liquid and pressurize into the pressurized cavity, and the first sealing bolt 6 and the first sealing plug 8 maintain the The packer is in a sealed state under high pressure (above 30MPa), and the pressure of the pressurized cavity is maintained. The external threaded section 10 fits and coincides with the thread of the internal threaded section 2 of the PVC wellbore 1, and the packing The liquid injection pipe 11 of the packer can work normally under the pressure above 30MPa, and the said rotating clamping groove 7 is used for tightening said packer and said PVC wellbore 1.

所述射孔段3上设有多个射孔开设区域,所述射孔开设区域包括若干个射孔39,每个所述射孔开设区域周向一圈的外表面上布设有电极片组,所述中空腔体内壁的底面上设有公共电极,所述电极片组和公共电极49分别与电源50的正负极连接,所述电极片组连有导电性能检测单元,所述导电性能检测单元和电源50分别与控制中心301连接。The perforation section 3 is provided with a plurality of perforation opening areas, and the perforation opening area includes several perforations 39, and an electrode sheet group is arranged on the outer surface of each of the perforation opening areas in the circumferential direction. , the bottom surface of the inner wall of the hollow cavity is provided with a common electrode, the electrode sheet group and the common electrode 49 are respectively connected to the positive and negative electrodes of the power supply 50, the electrode sheet group is connected to a conductivity detection unit, and the conductivity The detection unit and the power supply 50 are respectively connected to the control center 301 .

所述电极片组包括在射孔开设区域周向一圈的外表面上由内向外逐圈设置的电极片簇40,每圈电极片簇40包括周向间隔设置的电极片47,所述导电性能检测单元包括采样电阻48、运算放大器51和无线传输模块,每个所述电极片47均连有采样电阻48,每个所述采样电阻48均连有运算放大器51,所述无线传输模块上设有若干个信号输入端口,每个所述运算放大器与无线传输模块中对应的信号输入端口相连,所述无线传输模块与控制中心301信号连接。The electrode sheet group includes electrode sheet clusters 40 arranged circle by circle from inside to outside on the outer surface of the perforation opening area, and each circle of electrode piece clusters 40 includes electrode sheets 47 arranged at intervals in the circumferential direction. The performance detection unit comprises a sampling resistor 48, an operational amplifier 51 and a wireless transmission module, each of the electrode sheets 47 is connected with a sampling resistor 48, each of the sampling resistors 48 is connected with an operational amplifier 51, and the wireless transmission module Several signal input ports are provided, and each operational amplifier is connected to a corresponding signal input port in the wireless transmission module, and the wireless transmission module is connected to the control center 301 for signals.

所述无线传输模块可直接将是否窜流的信息传输到控制中心301,进行集中数据处理,刻画第一胶结面的窜流范围。The wireless transmission module can directly transmit the information on whether there is channeling to the control center 301 for centralized data processing to describe the channeling range of the first cemented surface.

其中,所述多个射孔开设区域中至少包括两个不同射孔密度的射孔开设区域,在所述两个不同射孔密度的射孔开设区域中,其中一个射孔开设区域的射孔密度是另外一个射孔开设区域的射孔密度的1.3-2.6倍。多个射孔开设区域中至少包括两个不同射孔密度的射孔开设区域,由此可以对应模拟地浸采铀的地层存在不同渗透率和孔隙率。Wherein, the multiple perforation opening areas include at least two perforation opening areas with different perforation densities, and among the two perforation opening areas with different perforation densities, the perforation in one of the perforation opening areas The density is 1.3-2.6 times the perforation density of another perforation area. The plurality of perforation opening areas include at least two perforation opening areas with different perforation densities, so that different permeability and porosity can exist in formations corresponding to simulated in-situ leaching mining of uranium.

其中,相邻两圈电极片簇40上的电极片彼此呈错位设置。Wherein, the electrode sheets on two adjacent circles of electrode sheet clusters 40 are arranged in a misalignment with each other.

以下通过电极片在射孔开设区域上的几种不同的布设方式对本发明作进一步说明:The present invention will be further described by several different ways of laying out electrode sheets on the perforation opening area below:

布设方式一:Layout method one:

如图12所示为射孔段3的展开示意图,所述射孔段3上设有两个射孔开设区域,两个射孔开设区域的相位角为180°,其中一个射孔开设区域包括竖直方向间隔设置的4个射孔39,该射孔开设区域周向一圈的外表面上由内向外逐圈设置有A、B、C、D、E和F共六圈电极片簇40,A圈依次间隔设置有电极片A1、A2…,B圈依次间隔设置有电极片B1、B2…,C圈依次间隔设置有电极片C1、C2…,D圈依次间隔设置有电极片D1、D2…,E圈依次间隔设置有电极片每个电极片D1、D2…,F圈依次间隔设置有电极片F1、F2…;另外一个射孔开设区域包括竖直方向间隔设置的6个射孔39,该射孔开设区域周向一圈的外表面上由内向外逐圈设置有A’、B’、C’、D’、E’和F’共六圈电极片簇40,A’圈依次间隔设置有电极片A’1、A’2…,B’圈依次间隔设置有电极片B’1、B’2…,C’圈依次间隔设置有电极片C’1、C’2…,D’圈依次间隔设置有电极片D’1、D’2…,E’圈依次间隔设置有电极片E’1、E’2…,F’圈依次间隔设置有电极片F’1、F’2…,每个所述射孔开设区域周向一圈的外表面上布设有电极片组,所述中空腔体内壁的底面上设有公共电极,所述电极片组和公共电极49分别与电源50的正负极连接,所述电极片组包括在射孔开设区域周向一圈的外表面上由内向外逐圈设置的电极片簇40,每圈电极片簇40包括周向间隔设置的电极片47,,相邻两圈电极片簇40上的电极片彼此呈错位设置。As shown in Figure 12, it is a schematic diagram of the expansion of the perforation section 3. There are two perforation opening areas on the perforation section 3, and the phase angle of the two perforation opening areas is 180°. One of the perforation opening areas includes Four perforations 39 are arranged at intervals in the vertical direction, and six rings of electrode clusters 40 in total, A, B, C, D, E, and F, are arranged on the outer surface of the circumference of the perforation area from inside to outside. Circle A is provided with electrode sheets A1, A2..., Circle B is provided with electrode sheets B1, B2... at intervals, Circle C is provided with electrode sheets C1, C2... at intervals, and Circle D is provided with electrode sheets D1, Electrodes D1, D2..., and F1, F2... are arranged at intervals in circles D2 and E; the other perforation opening area includes 6 perforations arranged at intervals in the vertical direction 39. A total of six electrode clusters 40, A', B', C', D', E', and F', are arranged on the outer surface of the circumference of the perforation area from the inside to the outside. The electrode sheets A'1, A'2... are arranged at intervals in sequence, the electrode sheets B'1, B'2... are arranged at intervals in the circle B', and the electrode sheets C'1, C'2... are arranged in intervals in the circle C' , the D' circle is successively provided with electrode sheets D'1, D'2..., the E' circle is sequentially provided with electrode sheets E'1, E'2..., and the F' circle is sequentially provided with electrode sheets F'1, F'2..., an electrode sheet group is arranged on the outer surface of the circumference of each perforation opening area, and a common electrode is arranged on the bottom surface of the inner wall of the hollow cavity, and the electrode sheet group and the common electrode 49 They are respectively connected to the positive and negative poles of the power supply 50, and the electrode sheet group includes electrode sheet clusters 40 that are arranged circle by circle from inside to outside on the outer surface of a circle of the perforation opening area, and each circle of electrode piece clusters 40 includes circumferential The electrode sheets 47 , which are arranged at intervals, the electrode sheets on the electrode sheet clusters 40 of two adjacent circles are arranged in a misalignment with each other.

如图16所示,每个所述电极片47均连有采样电阻48,每个所述采样电阻48均连有运算放大器51,每个所述运算放大器51与无线传输模块中对应的信号输入端口相连,电极片47、公共电极49、采样电阻48、运算放大器51和电源50共同构成一个电流监测单元,所有电流监测单元共用电源50和公共电极49。As shown in Figure 16, each of the electrode sheets 47 is connected with a sampling resistor 48, and each of the sampling resistors 48 is connected with an operational amplifier 51, and each of the operational amplifiers 51 is connected to the corresponding signal input in the wireless transmission module. The ports are connected, the electrode sheet 47, the common electrode 49, the sampling resistor 48, the operational amplifier 51 and the power supply 50 together form a current monitoring unit, and all the current monitoring units share the power supply 50 and the common electrode 49.

如图17所示,所述无线传输模块与控制中心301信号连接,所述无线传输模块为内置有Zigbee集成电路的微控制器52,微控制器52上设有对应每个电流监测单元的信号输入端口。As shown in Figure 17, described wireless transmission module is connected with control center 301 signal, and described wireless transmission module is built-in microcontroller 52 of Zigbee integrated circuit, is provided with the signal corresponding to each electric current monitoring unit on microcontroller 52 input port.

在向PVC井筒1的中空腔体内注入压裂液之后,控制中心301控制打开电源,公用电极先接触到压裂液,压裂液在中空腔体内逐渐注入,当压裂液在射孔开设区域周围出现窜流,相应射孔开设区域周围布设的电极片47、所述公共电极49之间会形成电流回路,电流流经电阻形成压差经过运算放大器51放大后输出监测信号,每个电流监测单元输出电压,进入微控制器52的不同信号输入端口,微控制器52根据不同的输入端口对应各电极片47的设置位置,并将有电流信号的电极片47的位置信息通过Zigbee模块转化为无线信号发射到控制中心301,控制中心301将接收有电流信号的电极片47的位置信息并通过接受到的位置信息对射孔39周围的压裂液窜流范围进行绘图如图13-15所示。After injecting fracturing fluid into the hollow cavity of the PVC wellbore 1, the control center 301 controls to turn on the power supply, the common electrode first contacts the fracturing fluid, and the fracturing fluid is gradually injected into the hollow cavity. Channeling occurs around, and a current loop will be formed between the electrode sheet 47 arranged around the corresponding perforation opening area and the common electrode 49. The current flows through the resistance to form a pressure difference, which is amplified by the operational amplifier 51 and then outputs a monitoring signal. Each current monitoring The unit output voltage enters different signal input ports of the micro-controller 52, and the micro-controller 52 corresponds to the setting position of each electrode sheet 47 according to different input ports, and the position information of the electrode sheet 47 with the current signal is converted into The wireless signal is transmitted to the control center 301, and the control center 301 will receive the position information of the electrode piece 47 with the current signal and use the received position information to map the fracturing fluid channeling range around the perforation 39 as shown in Figure 13-15 Show.

结合图12和图2所示,本发明中将电源以及导电性能检测单元共同集成为监测模块41,监测模块41预埋在所述实心底座4内部,所述电源为充电电源,实心底座4的底部设有充电电源的充电口44,所述导电性能检测单元与控制中心301之间信号连接,所述电源的开关为远程控制开关,所述电源的远程控制开关与控制中心301之间为远程控制连接,PVC井筒1在制备过程中将电极片簇40嵌设在PVC井筒1上射孔段3的外表面上,所述公用电极嵌设在中空腔体内壁的底面上,将连接电极片组与电源的第一导线42、连接公共电极和电源之间的第二导线43、连接充电电源和充电口44的第三导线45和连接电极片组与导电性能检测单元的第四导线46均预埋在PVC井筒1的内部。As shown in Figure 12 and Figure 2, in the present invention, the power supply and the conductivity detection unit are integrated into a monitoring module 41, and the monitoring module 41 is pre-buried inside the solid base 4, the power supply is a charging power supply, and the solid base 4 The bottom is provided with the charging port 44 of the charging power supply, the signal connection between the conductivity detection unit and the control center 301, the switch of the power supply is a remote control switch, and the remote control switch of the power supply and the control center 301 are remote control switches. Control connection, during the preparation process of the PVC wellbore 1, the electrode sheet cluster 40 is embedded on the outer surface of the perforation section 3 on the PVC wellbore 1, the common electrode is embedded on the bottom surface of the inner wall of the hollow cavity, and the connecting electrode sheet The first wire 42 connecting the group and the power supply, the second wire 43 connecting the common electrode and the power supply, the third wire 45 connecting the charging power supply and the charging port 44, and the fourth wire 46 connecting the electrode sheet group and the conductivity detection unit are all Embedded in the inside of the PVC shaft 1.

布设方式二:Layout method two:

与布设方式一的区别在于,所述射孔段3上两个射孔开设区域的相位角为90°。The difference from the first layout method is that the phase angle of the two perforation opening areas on the perforation section 3 is 90°.

布设方式三:Layout method three:

与布设方式一的区别在于,所述射孔段3上两个射孔开设区域的相位角为45°。The difference from the first arrangement is that the phase angle of the two perforation areas on the perforation section 3 is 45°.

布设方式四:Layout method four:

与布设方式一的区别在于,所述射孔段3上两个射孔开设区域的相位角为30°。The difference from the layout method 1 is that the phase angle of the two perforation opening areas on the perforation section 3 is 30°.

布设方式五:Layout method five:

与布设方式一的区别在于,所述射孔段3上设有三个射孔开设区域,相邻两个射孔开设区域的相位角为120°,其中有两个射孔开设区域的射孔密度相同,并且这两个射孔开设区域的射孔密度均大于剩余的一个射孔开设区域,三个射孔开设区域周向一圈的外表面上由内向外逐圈设置的电极片簇40布设方式与布设方式一相同。The difference from the layout method 1 is that the perforation section 3 is provided with three perforation opening areas, the phase angle between two adjacent perforation opening areas is 120°, and the perforation density of the two perforation opening areas is The same, and the perforation density of these two perforation opening areas is greater than that of the remaining one perforation opening area, and the electrode sheet clusters 40 arranged circle by circle from inside to outside on the outer surface of the three perforation opening areas The method is the same as the layout method 1.

布设方式六:Layout method six:

与布设方式一的区别在于,所述射孔段3上设有四个射孔开设区域,相邻两个射孔开设区域的相位角为90°使得四个射孔开设区域呈两组中心对称的射孔开设区域,其中一组中心对称的射孔开设区域中的两个射孔开设区域的射孔密度相同,另一组中心对称的射孔开设区域中的两个射孔开设区域的射孔密度相同,所述其中一组中心对称的射孔开设区域的射孔密度大于另外一组中心对称的射孔开设区域的射孔密度。The difference from the layout method 1 is that the perforation section 3 is provided with four perforation opening areas, and the phase angle between two adjacent perforation opening areas is 90° so that the four perforation opening areas are center-symmetrical in two groups The perforation area of the center symmetric perforation area, in which the perforation density of the two perforation areas in one group of centrosymmetric perforation areas is the same, and the perforation density of the two perforation areas in the other group of The perforation density is the same, and the perforation density of one group of center-symmetrical perforation areas is greater than that of the other group of center-symmetrical perforation areas.

以下通过布置方式一的具体实验操作流程为例对本发明作进一步说明:The present invention will be further described by taking the specific experimental operation process of layout mode 1 as an example below:

打开第二泵体104用于给样品加围压,所述样品即为固井模拟结构,以模拟地层围岩的围压,本实施例围压设置为2MP;Open the second pump body 104 to add confining pressure to the sample, the sample is a cementing simulation structure to simulate the confining pressure of the surrounding rock of the formation, and the confining pressure in this embodiment is set to 2MP;

打开第二温度调节器103用于给样品加温,保持样品恒温环境,本实施例温度设置40℃,由此模拟地层温度;Turn on the second temperature regulator 103 to heat the sample and maintain a constant temperature environment for the sample. In this embodiment, the temperature is set to 40°C, thereby simulating the formation temperature;

打开第一温度调节器201,以维持从中间罐203中注入到固井模拟结构内的液体温度,本实施例温度设置为40℃,由此模拟压裂液温度;Turn on the first temperature regulator 201 to maintain the temperature of the liquid injected from the intermediate tank 203 into the cementing simulation structure. In this embodiment, the temperature is set to 40°C, thereby simulating the temperature of the fracturing fluid;

打开储集压裂液的中间罐203的顶部和底部的阀门,本实施例压裂液选用0.1%滑溜水;Open the top and bottom valves of the tundish 203 storing the fracturing fluid. The fracturing fluid in this embodiment is 0.1% slick water;

打开设置在第一温度调节器201与注液口24之间的阀门,设置第一泵体204泵速为10~30ml/min,本实施例泵速为20ml/min开始向加压空腔内定流速的方式注入40℃恒温的压裂液。Open the valve between the first temperature regulator 201 and the liquid injection port 24, set the pump speed of the first pump body 204 to 10-30ml/min, and the pump speed of this embodiment is 20ml/min to start to set the temperature in the pressurized cavity. The fracturing fluid with a constant temperature of 40°C was injected in the way of flow rate.

利用控制中心301检测围岩模拟结构的温度T2、注入液温度T1、第一泄压口压力P2、第二泄压口压力P3、固井模拟结构的围压P4、加压空腔内压力P1,当加压空腔内压力开始增加时,降低第一泵体204流速为1~10ml/min,本实施例第一泵体204的泵速为3ml/min。Use the control center 301 to detect the temperature T2 of the surrounding rock simulation structure, the temperature T1 of the injection fluid, the pressure P2 of the first pressure relief port, the pressure P3 of the second pressure relief port, the confining pressure P4 of the cementing simulation structure, and the pressure P1 in the pressurized cavity , when the pressure in the pressurized cavity starts to increase, reduce the flow rate of the first pump body 204 to 1-10 ml/min, and the pump speed of the first pump body 204 in this embodiment is 3 ml/min.

控制中心301持续检测记录P1随时间变化的数值,若出现压力突然降低的情况,记录骤降之前的压力P’,该压力则为固井模拟结构在利用压裂液进行压裂时窜流的压力,即为固井模拟结构中水泥环胶结面的液测胶结强度。The control center 301 continuously detects and records the value of P1 changing with time. If there is a sudden drop in pressure, record the pressure P' before the sudden drop. This pressure is the channeling flow of the cementing simulation structure when fracturing with fracturing fluid The pressure is the hydraulically measured cementation strength of the cement sheath cementation surface in the cementing simulation structure.

若出现P1压力增加较慢且不下降的情况,需及时记录导电性能检测单元、P2和P3随时间变化的数值,若导电性能检测单元后显示两个射孔位置其中一个或者两个都出现类似如图15所示的情况,说明压裂液窜流到射孔周围,且有可能已经溢出井筒。此时,还需继续检测P2和P3示数,P2和P3示数若逐渐随压裂液注入而增加,并逐渐与P1持平,说明样品制备过程中出现问题,水泥环未完全胶结到PVC井筒表面,存在裂缝或者连通的孔隙,需按照上述样品制备的流程重新制备样品,再次进行测试。If the pressure of P1 increases slowly and does not decrease, it is necessary to record the values of the conductivity detection unit, P2 and P3 over time. If the conductivity detection unit shows that one or both of the two perforation positions have similar As shown in Figure 15, it shows that the fracturing fluid has channeled around the perforation and may have overflowed the wellbore. At this time, it is necessary to continue to detect the readings of P2 and P3. If the readings of P2 and P3 gradually increase with the injection of fracturing fluid, and gradually equalize with P1, it means that there is a problem in the sample preparation process, and the cement sheath is not completely cemented to the PVC wellbore. If there are cracks or connected pores on the surface, the sample needs to be re-prepared according to the above-mentioned sample preparation process, and the test should be carried out again.

若未出现P1压力增加较慢且不下降的情况,可正常实验,利用控制中心301持续检测P1、导电性能检测单元、P2、P3压力随时间的变化。当测试到P’(即P1骤降压力)后,需立刻停止第一泵体204,关闭第一温度调节器201与注液口24之间的开关,并打开第三废液罐205,排空管线压力;If the P1 pressure does not increase slowly and does not decrease, the normal experiment can be carried out, and the control center 301 can be used to continuously detect the pressure changes of P1, conductivity detection unit, P2, and P3 over time. When P' (that is, P1 sudden drop pressure) is detected, the first pump body 204 needs to be stopped immediately, the switch between the first temperature regulator 201 and the liquid injection port 24 should be closed, and the third waste liquid tank 205 should be opened to discharge Empty line pressure;

打开第一泄压口23和第二泄压口22的开关,打开注液口24和第一废液罐101之间的开关,将加压空腔内和窜流到夹持器102中的压裂液排到第一废液罐101和第二废液罐105内。Open the switch of the first pressure relief port 23 and the second pressure relief port 22, open the switch between the liquid injection port 24 and the first waste liquid tank 101, and channel in the pressurized cavity and flow into the holder 102 The fracturing fluid is discharged into the first waste liquid tank 101 and the second waste liquid tank 105 .

测试结束后,记录井筒液测胶结强度P’,并整合水位传感器信息,按照时间步分析窜流位置变化情况。经控制中心301处理后,可确定不同时间导电性能检测单元检测到电极片的电流变化,并进行窜流区域绘图。After the test, the wellbore fluid measured cementation strength P' was recorded, and the information of the water level sensor was integrated to analyze the change of the channeling position according to the time step. After being processed by the control center 301, it can be determined that the conductivity detection unit detects the current change of the electrode sheet at different times, and the channeling area is mapped.

控制中心301根据接收到的绘制窜流区域图方法如下所示:首先收集不同时间的导电性能检测单元检测到的数据,将导电性能检测单元检测到的数据对应的各个电极片设置位置在射孔段3平铺图中标示出来,最终窜流区域如图13、图14所示的窜流区域图。图13表示水位传感器信号为:A9、A13、B13、B16、C16、C17、C118,窜流位置为左射孔开设区域。图14表示水位传感器信号为:A’2、A’3、A’4、A’5、B’3、B’4、B’5、B’6、C’4、C’5、C’6、C’7、D’4、D’5、D’6、D’7、D’8、E’4、E’5、E’6、E’7、E’8,窜流位置为右射孔开设区域。The control center 301 draws the channeling area map according to the method received as follows: first collect the data detected by the conductivity detection unit at different times, and set the position of each electrode piece corresponding to the data detected by the conductivity detection unit in the perforation Segment 3 is marked in the tiling diagram, and the final channeling area is shown in Figure 13 and Figure 14. Figure 13 shows that the water level sensor signals are: A9, A13, B13, B16, C16, C17, C118, and the channeling position is the area where the left perforation is opened. Figure 14 shows that the water level sensor signals are: A'2, A'3, A'4, A'5, B'3, B'4, B'5, B'6, C'4, C'5, C' 6. C'7, D'4, D'5, D'6, D'7, D'8, E'4, E'5, E'6, E'7, E'8, the channeling position is Right perforation opening area.

当需要快速确定射孔窜流在上端还是下端时,可以直接根据压力表P1、P2和P3的示数进行快速判断,判断方法如下:When it is necessary to quickly determine whether the perforation channeling is at the upper end or the lower end, it can be quickly judged directly according to the readings of the pressure gauges P1, P2 and P3. The judgment method is as follows:

射孔压裂模拟实验结果之一如图6-8所示,出现压力表P1示数减低到时间t2后又逐渐增加,压力表P2示数同样在时间为t2时逐渐增加,并且压力表P3示数不变的情况下,则为射孔段3的上端窜流。One of the results of the perforation and fracturing simulation experiment is shown in Figure 6-8. The reading on the pressure gauge P1 decreases until time t2 and then increases gradually. The reading on the pressure gauge P2 also increases gradually at time t2, and the reading on the pressure gauge P3 In the case that the reading remains unchanged, it is the channeling flow at the upper end of the perforation section 3.

射孔压裂模拟实验结果之二如图9-11所示,出现压力表P1示数减低到时间t2后又逐渐增加,压力表P3示数同样在时间为t2时逐渐增加,并且压力表P2示数不变的情况下,则为射孔段3下端窜流。The second result of the perforation and fracturing simulation experiment is shown in Fig. 9-11. The reading on the pressure gauge P1 decreases until time t2 and then increases gradually. The reading on the pressure gauge P3 also increases gradually at time t2, and the reading on the pressure gauge P2 gradually increases. If the reading remains unchanged, it is channeling at the lower end of perforation section 3.

本发明通过围岩模拟结构模拟地层围岩结构,通过固井模拟结构模拟地浸采铀固井结构水泥环、PVC井筒和封隔器,通过所述检测模块中加压单元和控制中心,实现在测试PVC井筒和水泥环之间的第一胶结面密封性能的基础之上,对压裂液进行压裂时PVC井筒-水泥环窜流的压力进行测量。除此之外,本发明还通过上述射孔段模拟了PVC井筒-水泥环的压裂射孔,并且通过第一泄压单元和第二泄压单元确定了射孔出现的具体位置,还通过上述结构模拟了地层压力、地层温度和压裂液温度。除此之外,本发明还通过上述电极片组、监测模块、公共电极确定射孔周围的窜流范围。由此更好地在室内还原铀矿压裂时固井与微压裂过程,从而用于指导致密砂岩铀矿的开发。The present invention simulates the surrounding rock structure of the formation through the surrounding rock simulation structure, and simulates the cement sheath, PVC wellbore and packer of the in-ground leaching and mining uranium cementing structure through the cementing simulation structure, and through the pressurization unit and the control center in the detection module, realize On the basis of testing the sealing performance of the first cemented surface between the PVC wellbore and the cement sheath, the pressure of the PVC wellbore-cement sheath channeling when the fracturing fluid is fracturing is measured. In addition, the present invention also simulates the fracturing and perforation of the PVC wellbore-cement sheath through the above perforation section, and determines the specific position of the perforation through the first pressure relief unit and the second pressure relief unit, and also through the The above structure simulates formation pressure, formation temperature and fracturing fluid temperature. In addition, the present invention also determines the channeling range around the perforation through the above-mentioned electrode sheet group, monitoring module and common electrode. In this way, the well cementing and micro-fracturing processes during uranium ore fracturing can be better reduced indoors, so as to guide the development of dense sandstone uranium ore.

其他布置方式的具体操作原理均与布置方式一相似,其他布置方式的具体操作流程可以根据布置方式一的具体操作流程类推。The specific operation principles of other layout methods are similar to that of layout method 1, and the specific operation process of other layout methods can be analogized according to the specific operation process of layout method 1.

值得注意的是,本发明中射孔压裂模拟实验模拟的是射孔后压裂液在射孔处的压裂过程对水泥环胶结面的影响,不是对射孔过程本身进行的模拟。It is worth noting that the perforation and fracturing simulation experiment in the present invention simulates the impact of the fracturing process of the fracturing fluid at the perforation on the cement sheath cemented surface after perforation, not the simulation of the perforation process itself.

以上所述仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.

以上所述,仅为本发明的具体实施方式,但本发明的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本发明揭露的技术范围内,可轻易想到变化或替换,都应涵盖在本发明的保护范围之内。因此,本发明的保护范围应以权利要求的保护范围为准。The above is only a specific embodiment of the present invention, but the scope of protection of the present invention is not limited thereto. Anyone skilled in the art can easily think of changes or substitutions within the technical scope disclosed in the present invention. Should be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention should be based on the protection scope of the claims.

Claims (10)

1.地浸采铀固井水泥环胶结面密封性能检测装置,其特征在于:包括:1. In-situ leaching mining uranium cementing cement sheath cementing surface sealing performance detection device, characterized in that it includes: 围岩模拟结构,包括套体(19)、顶盖(17)和底盖(20),所述顶盖(17)与套体(19)的上端口密封连接,所述底盖(20)与套体(19)的下端口密封连接;The surrounding rock simulation structure includes a casing (19), a top cover (17) and a bottom cover (20), the top cover (17) is sealed with the upper port of the casing (19), and the bottom cover (20) It is sealingly connected with the lower port of the casing (19); 固井模拟结构,包括水泥环(12)、PVC井筒(1)和封隔器,所述水泥环(12)为在所述PVC井筒(1)外表面成形的环形结构,所述PVC井筒(1)、水泥环(12)和套体(19)由内向外依次嵌套,所述封隔器包括封隔器本体(9)以及与封隔器本体(9)连接的注液管(11),所述PVC井筒(1)内设有中空腔体,所述封隔器本体(9)嵌套在所述PVC井筒(1)的中空腔体内;The cementing simulation structure includes a cement sheath (12), a PVC wellbore (1) and a packer, the cement sheath (12) is an annular structure formed on the outer surface of the PVC wellbore (1), and the PVC wellbore ( 1), the cement sheath (12) and casing (19) are nested sequentially from inside to outside, and the packer includes a packer body (9) and a liquid injection pipe (11) connected to the packer body (9). ), the PVC wellbore (1) is provided with a hollow cavity, and the packer body (9) is nested in the hollow cavity of the PVC wellbore (1); 检测模块,包括加压单元和控制中心(301),所述加压单元包括加压管路(202)、第一阀门和第一压力表(28),所述加压管路(202)的一端与所述注液管(11)连通,所述第一阀门和第一压力表(28)设置于加压管路(202)上,所述加压管路(202)另一端连接泵液单元,所述控制中心(301)与第一压力表(28)连接。The detection module includes a pressurization unit and a control center (301), the pressurization unit includes a pressurization pipeline (202), a first valve and a first pressure gauge (28), and the pressurization pipeline (202) One end communicates with the injection pipe (11), the first valve and the first pressure gauge (28) are arranged on the pressurized pipeline (202), and the other end of the pressurized pipeline (202) is connected to the pump liquid unit, the control center (301) is connected to the first pressure gauge (28). 2.根据权利要求1所述的地浸采铀固井水泥环胶结面密封性能检测装置,其特征在于:所述PVC井筒(1)的底端为封闭端,所述中空腔体的下段为布设有射孔(39)的射孔段(3),所述检测模块还包括第一泄压单元、第二泄压单元,其中:2. The device for detecting the sealing performance of cement sheath cemented surface in ground leaching mining uranium well cementing according to claim 1, characterized in that: the bottom end of the PVC wellbore (1) is a closed end, and the lower section of the hollow cavity is The perforation section (3) with perforation (39) is arranged, and the detection module also includes a first pressure relief unit and a second pressure relief unit, wherein: 第一泄压单元,包括第一泄压管路(36)、第二阀门和第二压力表(29),所述第一泄压管路(36)的一端与套体(19)顶部连通,所述第一泄压管路(36)的另一端与外界大气连通,所述第二阀门和第二压力表(29)设置于所述第一泄压管路(36)上;The first pressure relief unit includes a first pressure relief pipeline (36), a second valve and a second pressure gauge (29), and one end of the first pressure relief pipeline (36) communicates with the top of the casing (19) , the other end of the first pressure relief pipeline (36) communicates with the outside atmosphere, and the second valve and the second pressure gauge (29) are arranged on the first pressure relief pipeline (36); 第二泄压管路(37),包括第二泄压管路(37)、第三阀门和第三压力表(30),所述第二泄压管路(37)的一端与套体(19)底部连通,所述第二泄压管路(37)的另一端与外界大气连通,所述第三阀门和第三压力表(30)设置于所述第二泄压管路(37)上;The second pressure relief pipeline (37) includes a second pressure relief pipeline (37), a third valve and a third pressure gauge (30), and one end of the second pressure relief pipeline (37) is connected to the casing ( 19) The bottom is connected, the other end of the second pressure relief pipeline (37) communicates with the outside atmosphere, the third valve and the third pressure gauge (30) are arranged on the second pressure relief pipeline (37) superior; 所述第二压力表(29)、第三压力表(30)分别与控制中心(301)连接。The second pressure gauge (29) and the third pressure gauge (30) are respectively connected with the control center (301). 3.根据权利要求2所述的地浸采铀固井水泥环胶结面密封性能检测装置,其特征在于:所述第一泄压管路(36)的另一端连有第一废液罐(101),所述第二泄压管路(37)的另一端连有第二废液罐(105)。3. The device for detecting the sealing performance of cement sheath cemented surface in ground leaching mining uranium well cementing according to claim 2, characterized in that: the other end of the first pressure relief pipeline (36) is connected with a first waste liquid tank ( 101), the other end of the second pressure relief pipeline (37) is connected with a second waste liquid tank (105). 4.根据权利要求3所述的地浸采铀固井水泥环胶结面密封性能检测装置,其特征在于:所述加压管路(202)旁侧延伸出泄压支路(38)与第一泄压管路(36)的另一端汇合,所述泄压支路(38)上设有第四阀门。4. The device for detecting the sealing performance of the cement sheath cemented surface of in-situ leaching uranium production well cementing according to claim 3, characterized in that: the pressure relief branch (38) and the first pressurization pipeline (202) extend sideways The other end of a pressure relief pipeline (36) joins together, and a fourth valve is arranged on the pressure relief branch (38). 5.根据权利要求2所述的地浸采铀固井水泥环胶结面密封性能检测装置,其特征在于:所述射孔段(3)上设有多个射孔开设区域,所述射孔开设区域包括若干个射孔(39),每个所述射孔开设区域周向一圈的外表面上布设有电极片组,所述中空腔体内壁的底面上设有公共电极,所述电极片组和公共电极(49)分别与电源(50)的正负极连接,所述电极片组连有导电性能检测单元,所述导电性能检测单元和电源(50)分别与控制中心(301)连接。5. The device for detecting the sealing performance of cement sheath cemented surface in ground leaching mining uranium well cementing according to claim 2, characterized in that: said perforation section (3) is provided with a plurality of perforation opening areas, and said perforation The opening area includes several perforations (39), and an electrode sheet group is arranged on the outer surface of each circumference of the opening area of the perforation, and a common electrode is arranged on the bottom surface of the inner wall of the hollow cavity, and the electrodes The sheet group and the common electrode (49) are respectively connected to the positive and negative poles of the power supply (50), and the electrode sheet group is connected with a conductivity detection unit, and the conductivity detection unit and the power supply (50) are respectively connected to the control center (301) connect. 6.根据权利要求5所述的地浸采铀固井水泥环胶结面密封性能检测装置,其特征在于:所述电极片组包括在射孔开设区域周向一圈的外表面上由内向外逐圈设置的电极片簇(40),每圈电极片簇(40)包括周向间隔设置的电极片(47),所述导电性能检测单元包括采样电阻(48)、运算放大器(51)和无线传输模块,每个所述电极片(47)均连有采样电阻(48),每个所述采样电阻(48)均连有运算放大器(51),所述无线传输模块上设有若干个信号输入端口,每个所述运算放大器(51)与无线传输模块中对应的信号输入端口相连,所述无线传输模块与控制中心(301)信号连接。6. The device for detecting the sealing performance of cement sheath cemented surface in ground leaching mining uranium well cementing according to claim 5, characterized in that: the electrode sheet group includes a circle from inside to outside on the outer surface of the circumference of the perforation opening area. Electrode sheet clusters (40) arranged circle by circle, each circle of electrode sheet clusters (40) includes electrode sheets (47) arranged at intervals in the circumferential direction, and the conductivity detection unit includes sampling resistors (48), operational amplifiers (51) and A wireless transmission module, each of the electrode sheets (47) is connected with a sampling resistor (48), each of the sampling resistors (48) is connected with an operational amplifier (51), and the wireless transmission module is provided with several A signal input port, each of the operational amplifiers (51) is connected to a corresponding signal input port in the wireless transmission module, and the wireless transmission module is connected to the control center (301) for signals. 7.根据权利要求1所述的地浸采铀固井水泥环胶结面密封性能检测装置,其特征在于:所述泵液单元包括第一泵体(204)、中间罐(203)和第三废液罐(205),所述第一泵体(204)与中间罐(203)的底部通过泵液管连通,所述中间罐(203)的顶部与加压管路(202)通过进液管连通,所述第三废液罐(205)与中间罐(203)的底部通过出液管连通,所述泵液管、进液管和出液管上均设有阀门,所述第一泵体(204)与控制中心(301)连接。7. The device for detecting the sealing performance of cement sheath cemented surface in ground leaching mining uranium well cementing according to claim 1, characterized in that: the pump liquid unit includes a first pump body (204), a tundish (203) and a third A waste liquid tank (205), the first pump body (204) communicates with the bottom of the intermediate tank (203) through a pump liquid pipe, and the top of the intermediate tank (203) communicates with the pressurization pipeline (202) through a liquid inlet The third waste liquid tank (205) communicates with the bottom of the intermediate tank (203) through a liquid outlet pipe, and valves are provided on the pump liquid pipe, liquid inlet pipe and liquid outlet pipe, and the first The pump body (204) is connected with the control center (301). 8.根据权利要求1所述的地浸采铀固井水泥环胶结面密封性能检测装置,其特征在于:还包括温度控制模块,所述温度控制模块包括第一温度控制单元,所述第一温度控制单元包括第一温度调节器(201)、第一加热电偶(34)和第一温度表(32),所述第一温度调节器(201)和第一温度表(32)分别与控制中心(301)连接,所述第一加热电偶(34)包裹在所述加压管的外部。8. The device for detecting the sealing performance of cement sheath cemented surface in ground leaching mining uranium well cementing according to claim 1, characterized in that: it also includes a temperature control module, and the temperature control module includes a first temperature control unit, and the first The temperature control unit comprises a first temperature regulator (201), a first heating couple (34) and a first temperature gauge (32), and the first temperature regulator (201) and the first temperature gauge (32) are respectively connected with The control center (301) is connected, and the first heating couple (34) is wrapped around the outside of the pressurized tube. 9.根据权利要求8所述的地浸采铀固井水泥环胶结面密封性能检测装置,其特征在于:还包括围压模拟单元,所述套体(19)包括外部套体(191)以及嵌套于外部套体(191)的内部胶套(192),所述围压模拟单元包括围压管路和第四压力表(31),所述围压管路的一端与外部套体(191)与内部胶套(192)之间的空间连通,所述围压管路的另一端外接第二泵体(104),所述第四压力表(31)与外部套体(191)与内部胶套(192)之间的空间连通,所述第四压力表(31)、第二泵液单元分别与控制中心(301)连接。9. The device for detecting the sealing performance of cement sheath cemented surface in ground leaching mining uranium well cementing according to claim 8, characterized in that: it also includes a confining pressure simulation unit, and the casing (19) includes an outer casing (191) and The inner rubber sleeve (192) nested in the outer casing (191), the confining pressure simulation unit includes a confining pressure pipeline and a fourth pressure gauge (31), and one end of the confining pressure pipeline is connected to the outer casing ( 191) communicates with the space between the inner rubber sleeve (192), the other end of the confining pressure pipeline is externally connected to the second pump body (104), and the fourth pressure gauge (31) is connected to the outer sleeve body (191) and The spaces between the inner rubber sleeves (192) are communicated, and the fourth pressure gauge (31) and the second pumping unit are respectively connected to the control center (301). 10.根据权利要求9所述的地浸采铀固井水泥环胶结面密封性能检测装置,其特征在于:所述温度控制模块还包括第二温度控制单元,所述第二温度控制单元包括第二温度调节器(103)、第二加热电偶(35)和第二温度表(33),所述第二温度调节器(103)和第二温度表(33)分别与控制中心(301)连接,所述第二加热电偶(35)包裹在所述套体(19)的外部。10. The device for detecting the sealing performance of the cement sheath cemented surface of in-situ leaching mining uranium well cementing according to claim 9, characterized in that: the temperature control module further includes a second temperature control unit, and the second temperature control unit includes a first temperature control unit. Two temperature regulators (103), the second heating couple (35) and the second temperature gauge (33), the second temperature regulator (103) and the second temperature gauge (33) are respectively connected with the control center (301) connected, the second heating couple (35) is wrapped on the outside of the sleeve (19).
CN202310268217.XA 2023-03-15 2023-03-15 In-situ leaching uranium mining cementing cement sheath sealing performance testing device Pending CN116242559A (en)

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