CN101487837B - Tester for changing soft rock expandability by electro-chemistry - Google Patents
Tester for changing soft rock expandability by electro-chemistry Download PDFInfo
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Abstract
本发明提供了电化学改变软岩膨胀性的试验装置,其特点是它包括样品室、电解槽、网状隔离层、位移传感器、电解槽顶盖、电极、电源、前置器、数据采集器和输出设备;所述的圆柱形电解槽下部外侧留有进液口,进液口上设有控制阀,电解槽顶盖装在电解槽上部;该试验装置结构简单、操作方便,测试数据自动化采集,准确快捷,可以测试不同电解液和电场作用下软岩的膨胀性能,形成不同条件下软岩的膨胀特征曲线,通过对比这些曲线得出不同电解液、电场作用下软岩的膨胀性差异,用以解读电化学方法对软岩膨胀性的抑制作用,为软岩电化学加固的工程实践提供基础的试验数据,可广泛应用于矿产资源开发和岩土工程。
The invention provides a test device for electrochemically changing the expansibility of soft rock, which is characterized in that it includes a sample chamber, an electrolytic cell, a mesh isolation layer, a displacement sensor, an electrolytic cell top cover, an electrode, a power supply, a front-end device, and a data collector and output equipment; the outer side of the lower part of the cylindrical electrolytic cell has a liquid inlet, the liquid inlet is provided with a control valve, and the top cover of the electrolytic cell is installed on the upper part of the electrolytic cell; the test device is simple in structure, easy to operate, and automatically collects test data , accurate and fast, can test the expansion properties of soft rock under different electrolytes and electric fields, and form the expansion characteristic curves of soft rocks under different conditions. By comparing these curves, the differences in expansion properties of soft rocks under different electrolytes and electric fields can be obtained. It is used to interpret the inhibitory effect of electrochemical methods on the expansion of soft rocks, and provides basic test data for the engineering practice of electrochemical reinforcement of soft rocks. It can be widely used in mineral resource development and geotechnical engineering.
Description
技术领域 technical field
本发明涉及一种软岩电化学改性的试验装置,尤其涉及一种电化学改变软岩膨胀性的试验装置。The invention relates to a test device for electrochemical modification of soft rock, in particular to a test device for electrochemically changing the expansibility of soft rock.
背景技术 Background technique
矿产资源开发和岩土工程建设中,经常会遇到一种不良岩体-软岩,这种岩体往往含有大量黏土矿物,通常为蒙脱石族、伊利石族和高岭石族等三大类,在这三类中又以蒙脱石族的性能最差,它是一种物理化学性质极端活泼的物质,极易吸水膨胀,产生膨胀应力使处于这类岩层中的巷道和硐室产生大变形;且吸水后岩石强度迅速降低甚至泥化,导致岩体失稳而坍塌,造成安全事故,危及人身安全。In the development of mineral resources and geotechnical engineering construction, a kind of unfavorable rock mass-soft rock is often encountered. This rock mass often contains a large amount of clay minerals, usually three groups of montmorillonite, illite and kaolinite. Among these three categories, the performance of montmorillonite group is the worst. It is a substance with extremely active physical and chemical properties, which is easy to absorb water and expand, and the expansion stress will make the roadways and chambers in this type of rock stratum Large deformation occurs; and after absorbing water, the strength of the rock decreases rapidly or even becomes muddy, which leads to instability and collapse of the rock mass, causing safety accidents and endangering personal safety.
目前,常用的软岩工程稳定性控制途径与方法多为砌碹、金属支架等被动支护和锚固,且针对不同的地质条件环境,发展出以内注浆锚杆为核心的锚注支护体系,螺纹钢锚杆-金属网-钢筋焊接梯子梁-锚索-槽钢等联合锚固体系,软岩巷道强壳体支护体系,预留刚柔层控制方法以及U型钢支架结构补偿技术控制措施等支护加固形式。但上述支护加固方法只是从力的平衡角度来进行加固的,并未从改善软岩本身的力学特性和物理化学角度来解决问题,不能有效的防止水对软岩的侵蚀作用,因此,采用上述方法加固的软岩工程往往只能维持一段时间,需要经常返修,返修量和费用很大。At present, the commonly used approaches and methods for controlling the stability of soft rock engineering are mostly passive support and anchoring such as masonry and metal brackets, and for different geological conditions and environments, an anchoring and grouting support system with internal grouting bolts as the core has been developed. , combined anchorage system of threaded steel bolt-metal mesh-steel welded ladder beam-anchor cable-channel steel, etc., strong shell support system of soft rock roadway, reserved rigid-flexible layer control method and U-shaped steel support structure compensation technical control measures and other forms of support reinforcement. However, the above-mentioned support reinforcement method is only reinforced from the perspective of force balance, and does not solve the problem from the perspective of improving the mechanical properties and physical chemistry of the soft rock itself, and cannot effectively prevent the erosion of water on the soft rock. The soft rock engineering reinforced by the above method can only be maintained for a period of time, and needs to be repaired frequently, and the amount of repair and the expense are very large.
发明专利(CN101319612A)公开了一种软岩的电化学加固方法,其基本原理是采用人工方法对软岩施加直流电场,在电场作用下软岩内部带电离子发生定向移动,从而使软岩的物质成分和结构发生改变,吸水膨胀性降低,强度提高,产生不可逆转的固化。但由于对软岩吸水膨胀性、电化学加固效果以及实际施工过程中所需电流、电压、电解液、加电时机和加电时间等参数认识不清,造成施工的盲目性,使得该方法在工程实践中难以推广应用。Invention patent (CN101319612A) discloses an electrochemical reinforcement method for soft rock. The basic principle is to apply a direct current electric field to the soft rock by artificial means, and under the action of the electric field, the charged ions inside the soft rock move directionally, so that the material of the soft rock The composition and structure are changed, the water swelling is reduced, the strength is increased, and irreversible curing occurs. However, due to unclear understanding of soft rock water-absorbing expansibility, electrochemical reinforcement effect, and parameters such as current, voltage, electrolyte, power-on timing and power-on time required in the actual construction process, the blindness of construction is caused, making this method in the field It is difficult to popularize and apply in engineering practice.
发明内容 Contents of the invention
本发明的目的是克服现有技术的不足,提供一种可以测试不同电解液和电场作用下软岩的膨胀性能,形成不同条件下软岩的膨胀特征曲线,通过对比这些曲线得出不同电解液、电场作用下软岩的膨胀性差异,用以解读电化学方法对软岩膨胀性的抑制作用,为软岩电化学加固的工程实践提供基础的试验数据。并且结构简单、操作方便,测试数据自动化采集,准确快捷的电化学改变软岩膨胀性的试验装置。The purpose of the present invention is to overcome the deficiencies of the prior art, to provide a method that can test the expansion performance of soft rock under different electrolytes and electric fields, form the expansion characteristic curve of soft rock under different conditions, and obtain different electrolytes by comparing these curves , The expansion difference of soft rock under the action of electric field is used to interpret the inhibition effect of electrochemical method on the expansion of soft rock, and provide basic experimental data for the engineering practice of electrochemical reinforcement of soft rock. Moreover, the device has simple structure, convenient operation, automatic collection of test data, accurate and fast electrochemical change of soft rock expansion test device.
本发明的技术方案是:Technical scheme of the present invention is:
电化学改变软岩膨胀性的试验装置,其特征在于:包括样品室、电解槽1、网状隔离层4、位移传感器8、电解槽顶盖9、电极14、电源15、前置器16、数据采集器17和输出设备18;所述的电解槽下部外侧留有进液口11,进液口上设有控制阀12,电解槽9顶盖装在电解槽1上部;所述的样品室由置于电解槽1中的多孔板2、多孔活塞5、装样环6与装样环顶盖7组成,所述的多孔板2置于岩样13底部,多孔板的外缘与装样环6内壁之间动接触并密封配合,多孔活塞5的尺寸与所述的装样环6尺寸相配合;所述的多孔板2的顶部与岩样13及多孔活塞5的底部与岩样13之间各铺设网状隔离层4,网状隔离层4与岩样13接触部位分别设置正负两电极14,正负两电极各自通过导线连接电源15;所述的多孔活塞置于岩样顶部,活塞杆穿过装样环顶盖的孔与位移传感器相接触,所述的位移传感器通过固定螺栓10固定在电解槽顶盖9上,通过导线连接前置器16,前置器16通过导线连接数据采集器17及输出设备18。The experimental device for electrochemically changing the expansibility of soft rock is characterized in that it includes a sample chamber, an
本发明的突出的实质性特点和显著的效果是:通过该装置能够确定软岩的吸水膨胀性、电化学改性效果以及针对具体的软岩电化学加固工程实践提供所需的工艺参数,从而使电化学加固方法在软岩工程中的推广应用成为可能。The outstanding substantive features and remarkable effects of the present invention are: the device can determine the water-absorbing swelling property of soft rock, the effect of electrochemical modification and provide the required process parameters for the specific engineering practice of electrochemical reinforcement of soft rock, thereby It is possible to popularize and apply the electrochemical reinforcement method in soft rock engineering.
本发明结构简单、性能可靠、操作方便,测试数据自动化采集,准确快捷,具有广泛的实用性。The invention has the advantages of simple structure, reliable performance, convenient operation, automatic collection of test data, accuracy and quickness, and wide practicability.
附图说明 Description of drawings
图1为电化学改变软岩膨胀性试验装置的结构示意图,Fig. 1 is a schematic structural diagram of the experimental device for electrochemically changing the expansibility of soft rock,
图中:电解槽1,多孔板2,电解液3,网状隔离层4,多孔活塞5,装样环6,装样环顶盖7,位移传感器8,电解槽顶盖9,固定螺栓10,进液口11,控制阀12,岩样13,电极14,电源15,前置器16,数据采集器17和输出设备18。In the figure:
具体实施方式 Detailed ways
如图1所示,本发明电化学改变软岩膨胀性试验装置。它包括样品室、电解槽1、网状隔离层4、位移传感器8、电解槽顶盖9、电极14、电源15、前置器16、数据采集器17和输出设备18;所述的电极是一种惰性的电极14,所述的电解槽1下部外侧留有进液口11,进液口11上设有控制阀12;电解槽顶盖9装在电解槽1上部,所述的样品室由置于电解槽1中的多孔板2、多孔活塞5、装样环6和装样环顶盖7组成,所述的多孔板置于岩样底部,多孔板的外缘与装样环内壁之间动接触并密封配合,多孔板的顶部铺设网状隔离层,网状隔离层与岩样13接触部位设置电极,电极通过导线连接电源;所述的多孔活塞5置于岩样13顶部,活塞杆穿过装样环顶盖的孔与位移传感器相接触,所述的位移传感器通过固定螺栓10固定在电解槽顶盖上,通过导线连接前置器,前置器通过导线连接数据采集器及输出设备。As shown in Figure 1, the present invention electrochemically changes the expansibility test device of soft rock. It comprises sample chamber,
其中:in:
所述电解槽高度应高于装样环,测试时电解液3液面应高于岩样顶部。The height of the electrolytic cell should be higher than the sample loading ring, and the liquid level of the
所述装样环的内表面必须打磨平整光滑,壁厚与其外形尺寸有关,为适应多种尺寸的岩样,配置有多个不同尺寸的装样环。The inner surface of the sample loading ring must be polished smooth, and the wall thickness is related to its external dimensions. In order to adapt to rock samples of various sizes, multiple sample loading rings of different sizes are configured.
所述的多孔板和多孔活塞的尺寸与所述的装样环尺寸相配合,采用高弹性模量材料制成,多孔板与装样环内壁动接触并密封配合,多孔活塞与装样环相配合,其配合恰好可以保证板在环中自由运动。The size of the porous plate and the porous piston matches the size of the sample loading ring, and they are made of high elastic modulus materials. The porous plate is in dynamic contact with the inner wall of the sample loading ring and is in sealing fit. The fit is just enough to ensure the free movement of the plate in the ring.
所述的电源输出为直流电,电压0~250V,电流0~120A,且都连续可调。The output of the power supply is DC, with a voltage of 0-250V and a current of 0-120A, all of which are continuously adjustable.
本发明电化学改变软岩膨胀性试验装置的使用说明:Instructions for use of the experimental device for electrochemically changing soft rock expansibility of the present invention:
1、把加工好的样品(或重塑样)13套入装样环6中,岩样必须恰好紧密地套入其中。1. Insert the processed sample (or reshaped sample) 13 into the
2、将岩样13和装样环6放在铺设有网状隔离层4的圆形多孔板2上,在网状隔离层4和岩样13接触部位安设电极14,插入多孔活塞5,调节多孔板2、岩样13和多孔活塞5使三者之间紧密相接,盖上装样环顶盖7,然后将其移入电解槽1中,调节样品室并使活塞杆与固接在电解槽顶盖9上的位移传感器8相接和对中,将位移传感器8与前置器16数据采集器17和输出设备18相连。2. Put the
3、将岩样13上下两个电极14分别与电源的负极和正极相连,记录位移传感器8初始读数。3. Connect the upper and lower electrodes 14 of the
4、接通电源15,向电解槽1中注入电解液3至液面高于岩样13顶部,此时,岩样13开始膨胀,位移传感器8的输出电压发生变化,该变化通过前置器16传给数据采集器17进行模数转换,并由计算机在线记录岩样13的膨胀量随时间变化的过程,并通过输出设备18以表格的形式打印出试验参数以及膨胀量随时间的变化曲线。4. Turn on the
5、按设定方案,调节电源15输出电流电压,更换电解液3,进行不同电解液种类、浓度、电压、电流、加电时机和加电时间的膨胀试验,对比试验结果,给出软岩电化学改性效果,得出软岩电化学加固的最佳工艺参数。5. According to the setting plan, adjust the output current and voltage of the
根据上述说明,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,可轻易想到的变化或替换,都应涵盖在本发明的保护范围之内。According to the above description, any changes or substitutions that can be easily conceived by any person skilled in the art within the technical scope disclosed in the present invention shall fall within the protection scope of the present invention.
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CN103217136B (en) * | 2013-03-22 | 2017-08-01 | 东莞新能源科技有限公司 | A kind of cell thickness measurement apparatus |
CN104677720B (en) * | 2015-02-04 | 2017-07-11 | 中电建路桥集团有限公司 | Multifactor selenolite Expansion Test apparatus |
CN108760840B (en) * | 2018-05-04 | 2020-07-21 | 太原理工大学 | Percolation type testing device and method for electrochemical modification of soft rock |
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SU634204A1 (en) * | 1977-06-08 | 1978-11-25 | Всесоюзный Научно-Исследовательский Институт Водоснабжения, Канализации, Гидротехнических Сооружений И Инженерной Гидрогеологии "Внииводгео" | Device for investigating clay soil swelling |
CN1056578A (en) * | 1991-06-29 | 1991-11-27 | 石油勘探开发科学研究院钻井工艺研究所 | Clay swelling test method and device |
CN1115024A (en) * | 1994-03-14 | 1996-01-17 | 河海大学 | In-situ test instrument for soft rock expansion |
CN2700883Y (en) * | 2004-06-03 | 2005-05-18 | 余维初 | Non-contact high temperature and high pressure intelligent expanding instrument |
CN2909257Y (en) * | 2006-05-26 | 2007-06-06 | 荆州市创联石油科技发展有限公司 | High temp, high pressure intelligent expansion performance investigator |
CN101319612A (en) * | 2008-07-23 | 2008-12-10 | 中国科学院武汉岩土力学研究所 | Electrochemical Strengthening Method of Soft Rock |
-
2009
- 2009-02-13 CN CN2009100737801A patent/CN101487837B/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
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SU634204A1 (en) * | 1977-06-08 | 1978-11-25 | Всесоюзный Научно-Исследовательский Институт Водоснабжения, Канализации, Гидротехнических Сооружений И Инженерной Гидрогеологии "Внииводгео" | Device for investigating clay soil swelling |
CN1056578A (en) * | 1991-06-29 | 1991-11-27 | 石油勘探开发科学研究院钻井工艺研究所 | Clay swelling test method and device |
CN1115024A (en) * | 1994-03-14 | 1996-01-17 | 河海大学 | In-situ test instrument for soft rock expansion |
CN2700883Y (en) * | 2004-06-03 | 2005-05-18 | 余维初 | Non-contact high temperature and high pressure intelligent expanding instrument |
CN2909257Y (en) * | 2006-05-26 | 2007-06-06 | 荆州市创联石油科技发展有限公司 | High temp, high pressure intelligent expansion performance investigator |
CN101319612A (en) * | 2008-07-23 | 2008-12-10 | 中国科学院武汉岩土力学研究所 | Electrochemical Strengthening Method of Soft Rock |
Non-Patent Citations (1)
Title |
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宋宏伟.电化学法巷道软岩变性方法初探.《中国矿业大学学报》.1998,第27卷(第3期),239-241. * |
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