CN209745717U - triaxial hydraulic fracture test device - Google Patents

triaxial hydraulic fracture test device Download PDF

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Publication number
CN209745717U
CN209745717U CN201920586211.6U CN201920586211U CN209745717U CN 209745717 U CN209745717 U CN 209745717U CN 201920586211 U CN201920586211 U CN 201920586211U CN 209745717 U CN209745717 U CN 209745717U
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sample
pressure
triaxial
test device
splitting
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齐添
黄斌
李水江
李泽江
余棚
卢继忠
谢唯实
王云卿
王永康
郑熠迪
李家贤
李宇航
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Guangzhou Environmental Protection Investment Group Co Ltd
Wuhan University WHU
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Guangzhou Environmental Protection Investment Group Co Ltd
Wuhan University WHU
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Abstract

the utility model belongs to the technical field of test equipment, and discloses a triaxial hydraulic fracture test device, which is provided with a triaxial apparatus; the triaxial apparatus is internally provided with a pressure chamber, the inside of the pressure chamber is fixed with a sample with a prefabricated crack inside, the lower end of the sample is communicated with a splitting pressure water inflow testing device on the left side of the triaxial apparatus through a first plastic pipe, and the bottom of the pressure chamber is communicated with a confining pressure ectosome variable measuring device on the right side of the triaxial apparatus through a second plastic pipe. The utility model discloses a left splitting pressure inflow testing arrangement of triaxial apparatus makes black ink slowly get into in the inside prefabricated crack of sample under certain pressure, form inner chamber pressure, the quality through measuring the ink changes and calculates the splitting inflow, become external air supply of measuring device through the confining pressure ectosome and exert certain pressure to the distilled water, make the sample consolidate under given pressure, through the change and the consolidation degree that the sample volume was measured to the change of throughput pressure measuring tank distilled water quality, the measuring accuracy is high.

Description

一种三轴水力劈裂试验装置A three-axis hydraulic splitting test device

技术领域technical field

本实用新型属于试验设备技术领域,尤其涉及一种三轴水力劈裂试验装置。The utility model belongs to the technical field of test equipment, in particular to a three-axis hydraulic splitting test device.

背景技术Background technique

目前,业内最接近的现有技术:Currently, the closest existing technology in the industry:

水力劈裂是由于水压力的抬高在岩体或土体中引起裂缝发生与扩展的一种物理现象。水力劈裂是高压水流或其他液体将岩土体内已有的裂纹、孔隙驱动扩张、扩展、相互贯通等物理现象的统称。Hydraulic fracturing is a physical phenomenon in which cracks occur and expand in rock or soil due to the rise of water pressure. Hydraulic fracturing is a general term for physical phenomena such as high-pressure water flow or other liquids that drive expansion, expansion, and interpenetration of existing cracks and pores in rock and soil.

三轴水力劈裂试验的目的是为了研究在围压下土体的的水力劈裂规律,了解水力劈裂的破坏模式。主要研究黏土心墙材料的饱和度、压实度、固结比、围压、预制缝尺寸和水压加荷速率等因素对水力劈裂压力的影响。The purpose of triaxial hydraulic splitting test is to study the law of hydraulic splitting of soil under confining pressure and understand the failure mode of hydraulic splitting. The effects of factors such as saturation, compaction, consolidation ratio, confining pressure, prefabricated joint size and hydraulic loading rate of clay core wall materials on hydraulic splitting pressure are mainly studied.

综上所述,现有技术存在的问题是:In summary, the problems in the prior art are:

(1)采用钻孔的圆柱体或方形试样开展水力劈裂试验,实际工程中的裂隙很少呈圆形截面,利用中空的圆柱体试件或者方形试件来研究水力劈裂的规律,这些模拟方法均不适用于心墙中存在潜在渗透弱面的情况。(1) The hydraulic splitting test is carried out by using a drilled cylinder or a square sample. The cracks in actual engineering rarely have a circular cross-section. Use a hollow cylindrical specimen or a square specimen to study the law of hydraulic splitting. None of these simulation methods are suitable for the case where there are potential weak penetration surfaces in the core wall.

(2)通过试样侧面的观测窗观察到了试样水力劈裂的发生过程,但模拟的裂缝属平面应变问题,不能模拟裂缝走向方向的发展。(2) The occurrence process of the hydraulic splitting of the sample was observed through the observation window on the side of the sample, but the simulated crack belongs to the plane strain problem, and the development of the crack direction cannot be simulated.

解决上述技术问题的难度:The difficulty of solving the above technical problems:

如何在试样中预制设定尺寸的裂缝,且在应力状态下试样中的裂缝尺寸不发生改变;对裂缝的扩展进行追踪,并准确获得劈裂进水量与试样体变,对裂缝的发展进行量化评估。How to prefabricate a crack with a set size in the sample, and the size of the crack in the sample does not change under the stress state; track the expansion of the crack, and accurately obtain the amount of splitting water and the volume change of the sample, which is very important for the crack. Quantitative evaluation of development.

解决上述技术问题的意义:The significance of solving the above technical problems:

对三轴水力劈裂裂缝形态及演化实现追踪及量化描述,揭示黏土心墙弱面水力劈裂演化机理,并建立判别准则,为土石坝心墙料水力劈裂问题提供分析方法,研究成果具有重要的理论意义和广阔的工程应用价值。Tracking and quantitative description of the shape and evolution of triaxial hydraulic fracturing cracks, revealing the evolution mechanism of hydraulic fracturing on the weak surface of the clay core wall, and establishing a criterion to provide an analysis method for the hydraulic fracturing of the core wall material of earth-rock dams. The research results have Important theoretical significance and broad engineering application value.

实用新型内容Utility model content

针对现有技术存在的问题,本实用新型提供了一种三轴水力劈裂试验装置。Aiming at the problems existing in the prior art, the utility model provides a triaxial hydraulic splitting test device.

本实用新型是这样实现的,一种三轴水力劈裂试验装置设置有:The utility model is achieved in that a triaxial hydraulic splitting test device is provided with:

三轴仪;Triaxial instrument;

所述三轴仪内部设置有压力室,压力室内部固定有内部带预制裂隙的试样,试样下端通过第一塑料管与三轴仪左侧的劈裂压力进水量测试装置连通,所述压力室底部通过第二塑料管与三轴仪右侧的围压外体变测量装置连通。A pressure chamber is arranged inside the triaxial instrument, and a sample with a prefabricated crack is fixed inside the pressure chamber, and the lower end of the sample communicates with the splitting pressure water inflow test device on the left side of the triaxial instrument through the first plastic tube. The bottom of the pressure chamber communicates with the confining pressure external volume variable measuring device on the right side of the triaxial instrument through the second plastic tube.

进一步,所述劈裂压力进水量测试装置设置有装有黑色墨水的第一压力罐,第一压力罐上端塞设有密封塞,第一塑料管伸入第一压力罐底部,第一压力罐放置在第一电子天平上端,第一压力罐上端连通与第一气源接口,第一气源接口设置有调节阀。Further, the splitting pressure water inflow test device is provided with a first pressure tank filled with black ink, the upper end of the first pressure tank is provided with a sealing plug, the first plastic pipe extends into the bottom of the first pressure tank, and the first pressure tank Placed on the upper end of the first electronic balance, the upper end of the first pressure tank communicates with the first air source interface, and the first air source interface is provided with a regulating valve.

进一步,所述围压外体变测量装置设置有平衡架,平衡架上端通过转轴固定有转盘,转盘的盘沿外侧套设有钢绞线,钢绞线左端挂设有装有蒸馏水的第二压力罐,第二压力罐上端与第二气源接口连通,第二气源接口设置有调节阀,第二压力罐底部与第二塑料管连通,钢绞线另一端挂设有重物,重物下端与装有铁砂的托盘连接,托盘放置在第二天平上端。Further, the external pressure measurement device is provided with a balance frame, the upper end of the balance frame is fixed with a turntable through a rotating shaft, and the outer side of the turntable is sleeved with steel strands, and the left end of the steel strands is hung with a second container filled with distilled water. Pressure tank, the upper end of the second pressure tank communicates with the second air source interface, the second air source interface is provided with a regulating valve, the bottom of the second pressure tank communicates with the second plastic pipe, and the other end of the steel strand is hung with a heavy object. The lower end of the object is connected with the tray containing iron sand, and the tray is placed on the upper end of the second level.

进一步,所述试样外侧套设有橡皮膜,所述试样底部边缘开设有密封槽,密封槽内填充有玻璃胶,所述试样下端胶接有塑料板,塑料板中间穿设有与试样内部预制裂隙连通的塑料管,所述试样上端胶接有试样帽,试样帽上端凹设有与三轴仪相配合的凹槽。Further, the outer side of the sample is covered with a rubber film, the bottom edge of the sample is provided with a sealing groove, the sealing groove is filled with glass glue, the lower end of the sample is glued with a plastic plate, and the middle of the plastic plate is pierced with a The inside of the sample is prefabricated with a plastic tube connected by cracks, the upper end of the sample is glued with a sample cap, and the upper end of the sample cap is concavely provided with a groove that matches the triaxial instrument.

综上所述,本实用新型的优点及积极效果为:In summary, the advantages and positive effects of the present utility model are:

本实用新型通过三轴仪左侧的劈裂压力进水量测试装置使得黑色墨水可以在一定压力下缓慢地进入试样内部的预制裂隙里,形成内腔压力,通过测量墨水的质量变化来计算劈裂进水量,通过围压外体变测量装置外接气源对蒸馏水施加一定的压力,使试样在给定的压力下固结,通过量测压力罐内蒸馏水质量的变化来测量试样体积的变化及固结程度。本实用新型结构简单,测试精度高。The utility model makes the black ink slowly enter the prefabricated crack inside the sample under a certain pressure through the splitting pressure water inflow test device on the left side of the triaxial instrument to form the inner cavity pressure, and calculate the splitting by measuring the mass change of the ink. The amount of cracked water, through the external air source of the external pressure measuring device, exerts a certain pressure on the distilled water, so that the sample is consolidated under a given pressure, and the volume of the sample is measured by measuring the change in the quality of the distilled water in the pressure tank Variation and degree of consolidation. The utility model has the advantages of simple structure and high testing precision.

附图说明Description of drawings

图1是本实用新型实施例提供的三轴水力劈裂试验装置结构示意图;Fig. 1 is the schematic structural diagram of the triaxial hydraulic splitting test device provided by the embodiment of the present invention;

图2是本实用新型实施例提供的试样结构示意图;Fig. 2 is the sample structure schematic diagram that the utility model embodiment provides;

图3是本实用新型实施例提供的密封槽结构示意图;Fig. 3 is a schematic diagram of the structure of the sealing groove provided by the embodiment of the present invention;

图4是本实用新型实施例提供的试样制作模具结构示意图;Fig. 4 is the structural representation of the sample making mold that the utility model embodiment provides;

图中:1、三轴仪;2、压力室;3、试样帽;4、试样;5、试样底座;6、第一塑料管;7、第一压力罐;8、第一电子天平;9、第一气源接口;10、调节阀;11、第二塑料管;12、平衡架;13、第二电子天平;14、托盘;15、重物;16、钢绞线;17、转盘;18、第二压力罐;19、第二气源接口;20、塑料板;21、塑料管;22、预制裂隙;23、钢板;24、内六角螺丝;25、螺杆;26、蝶形螺母;27、密封槽。In the figure: 1. Triaxial instrument; 2. Pressure chamber; 3. Sample cap; 4. Sample; 5. Sample base; 6. The first plastic tube; 7. The first pressure tank; 8. The first electronic Balance; 9. First air source interface; 10. Regulating valve; 11. Second plastic pipe; 12. Balance frame; 13. Second electronic balance; 14. Tray; 15. Weight; 16. Steel strand; 17 , turntable; 18, second pressure tank; 19, second air source interface; 20, plastic plate; 21, plastic pipe; 22, prefabricated crack; 23, steel plate; Shaped nut; 27, sealing groove.

具体实施方式Detailed ways

为能进一步了解本实用新型的发明内容、特点及功效,兹例举以下实施例,并配合附图详细说明如下。In order to further understand the invention content, characteristics and effects of the present utility model, the following examples are given, and detailed descriptions are given below in conjunction with the accompanying drawings.

如图1至图3所示,本实用新型实施例提供的三轴水力劈裂试验装置包括:三轴仪1、压力室2、试样帽3、试样4、试样底座5、第一塑料管6、第一压力罐7、第一电子天平8、第一气源接口9、调节阀10、第二塑料管11、平衡架12、第二电子天平13、托盘14、重物15、钢绞线16、转盘17、第二压力罐18、第二气源接口19、塑料板20、塑料管21、预制裂隙22、钢板23、内六角螺丝24、螺杆25、蝶形螺母26、密封槽27。As shown in Figures 1 to 3, the triaxial hydraulic splitting test device provided by the embodiment of the present invention includes: a triaxial instrument 1, a pressure chamber 2, a sample cap 3, a sample 4, a sample base 5, a first Plastic pipe 6, first pressure tank 7, first electronic balance 8, first air source interface 9, regulating valve 10, second plastic pipe 11, balance frame 12, second electronic balance 13, tray 14, weight 15, Steel strand 16, turntable 17, second pressure tank 18, second air source interface 19, plastic plate 20, plastic pipe 21, prefabricated crack 22, steel plate 23, hexagon socket head screw 24, screw rod 25, wing nut 26, seal Slot 27.

三轴仪1内部设置有压力室2,压力室2内部固定有内部带预制裂隙22的试样3,试样1下端通过第一塑料管6与三轴仪1左侧的劈裂压力进水量测试装置连通,压力室2底部通过第二塑料管11与三轴仪1右侧的围压外体变测量装置连通。劈裂压力进水量测试装置设置有装有黑色墨水的第一压力罐7,第一压力罐7上端塞设有密封塞,第一塑料管6伸入第一压力罐7底部,第一压力罐7放置在第一电子天平8上端,第一压力罐7上端连通与第一气源接口9,第一气源接口9设置有调节阀10。There is a pressure chamber 2 inside the triaxial instrument 1, and a sample 3 with a prefabricated crack 22 is fixed inside the pressure chamber 2. The lower end of the sample 1 passes through the first plastic tube 6 and the splitting pressure water intake on the left side of the triaxial instrument 1 The test device is in communication, and the bottom of the pressure chamber 2 is in communication with the external pressure measurement device on the right side of the triaxial instrument 1 through the second plastic tube 11 . The splitting pressure water inflow test device is provided with a first pressure tank 7 filled with black ink, the upper end of the first pressure tank 7 is provided with a sealing plug, the first plastic pipe 6 extends into the bottom of the first pressure tank 7, the first pressure tank 7 is placed on the upper end of the first electronic balance 8, and the upper end of the first pressure tank 7 communicates with the first air source interface 9, and the first air source interface 9 is provided with a regulating valve 10.

围压外体变测量装置设置有平衡架12,平衡架12上端通过转轴固定有转盘17,转盘17的盘沿外侧套设有钢绞线16,钢绞线16左端挂设有装有蒸馏水的第二压力罐18,第二压力罐18上端与第二气源接口19连通,第二气源接口19设置有调节阀,第二压力罐18底部与第二塑料管11连通,钢绞线16另一端挂设有重物15,重物15下端与装有铁砂的托盘14连接,托盘14放置在第二天平13上端。The measuring device for the external body change of confining pressure is provided with a balance frame 12, and the upper end of the balance frame 12 is fixed with a turntable 17 through a rotating shaft. The second pressure tank 18, the upper end of the second pressure tank 18 communicates with the second air source interface 19, the second air source interface 19 is provided with a regulating valve, the bottom of the second pressure tank 18 communicates with the second plastic pipe 11, and the steel strand 16 The other end is hung with heavy object 15, and the lower end of heavy object 15 is connected with the tray 14 that iron sand is housed, and tray 14 is placed on the second day level 13 upper end.

试样4外侧套设有橡皮膜,试样4底部边缘开设有密封槽27,密封槽内填充有玻璃胶,试样4下端胶接有塑料板20,塑料板20中间穿设有与试样4内部预制裂隙22连通的塑料管21,试样4上端胶接有试样帽3,试样帽3上端凹设有与三轴仪1相配合的凹槽。The outer side of sample 4 is covered with a rubber film, the bottom edge of sample 4 is provided with a sealing groove 27, and the sealing groove is filled with glass glue. 4. The plastic pipe 21 connected by the internal prefabricated crack 22. The upper end of the sample 4 is glued with the sample cap 3. The upper end of the sample cap 3 is concavely provided with a groove matching the triaxial instrument 1.

本实用新型的工作原理为:The working principle of the utility model is:

将厚度为5mm的塑料板中间开一个圆形的小孔,用AB胶把长度为15mm、外直径为8mm的塑料管粘在塑料板小孔位置,试样底部与塑料板通过AB胶粘接,塑料管穿过该小孔并少量插入预制裂隙内的标准砂里,贴一滤纸防止标准砂漏出。用橡皮膜包裹试样并放入保湿缸内静置12小时,待AB胶完全固化。然后将试样安放在三轴仪的底座上,底座与塑料板之间、试样顶端与试样帽之间均涂满一定厚度的玻璃胶,橡皮膜与试样底座和试样帽之间也涂少许玻璃胶,并用橡皮箍将试样两端扎紧,防止漏水漏气。试样底部的塑料管与劈裂压力进水量测试装置连接,墨水可沿着该塑料管进入试样内部。静置12小时,待玻璃胶固化后即可开展试验。待AB胶和玻璃胶都固化后,安装好压力室,通过外体变测量装置(气水转化装置),给试样施加一定的围压使其固结。每隔一段时间读取高精度电子天平的读数,当读数基本不变时(如变化率小于0.1g/h),认为其固结稳定。Open a small circular hole in the middle of a plastic plate with a thickness of 5mm, and stick a plastic tube with a length of 15mm and an outer diameter of 8mm to the small hole of the plastic plate with AB glue, and bond the bottom of the sample to the plastic plate through AB glue , the plastic pipe passes through the small hole and inserts a small amount into the standard sand in the prefabricated crack, and sticks a filter paper to prevent the standard sand from leaking out. Wrap the sample with a rubber film and put it in a moisture tank for 12 hours until the AB glue is completely cured. Then place the sample on the base of the triaxial instrument. A certain thickness of glass glue is applied between the base and the plastic plate, between the top of the sample and the sample cap, and between the rubber film and the sample base and the sample cap. Also apply a little glass glue, and tie the two ends of the sample tightly with rubber bands to prevent water and air leakage. The plastic tube at the bottom of the sample is connected to the split pressure water inflow test device, and the ink can enter the inside of the sample along the plastic tube. Let it stand for 12 hours, and the test can be carried out after the glass glue is cured. After the AB glue and glass glue are cured, the pressure chamber is installed, and a certain confining pressure is applied to the sample through the external body variable measuring device (gas-water conversion device) to make it consolidate. Read the reading of the high-precision electronic balance at regular intervals. When the reading is basically unchanged (such as the rate of change is less than 0.1g/h), it is considered to be stable.

劈裂压力进水量测试装置装有黑色墨水的压力室与试样底部灌满砂的裂缝通过导管连接,试验之前排尽管内的空气。打开劈裂压力进水量测试装置上的调压阀,首先给试样施加20kPa的内腔压力,可看到黑色墨水沿着塑料管缓慢地进入试样内部。每施加一次压力后,稳定在此值不变,待劈裂压力进水量测试装置上的高精度电子天平的读数变化速率小于0.05g/min时,认为试验达到平衡,可施加下一级压力。以此类推,直至试样劈裂,此时电子天平的读数急剧减小,试样内部有大量的墨水涌出。Split pressure water inflow test device The pressure chamber filled with black ink is connected to the crack filled with sand at the bottom of the sample through a conduit, and the air inside is exhausted before the test. Open the pressure regulating valve on the splitting pressure water inflow test device, first apply an inner chamber pressure of 20kPa to the sample, and you can see that the black ink slowly enters the inside of the sample along the plastic tube. After each pressure is applied, this value remains unchanged. When the reading change rate of the high-precision electronic balance on the splitting pressure water inflow testing device is less than 0.05g/min, the test is considered to be balanced, and the next level of pressure can be applied. By analogy, until the sample splits, the reading of the electronic balance decreases sharply at this time, and a large amount of ink gushes out from the inside of the sample.

每次墨水压力增加幅值为20kPa,记录每次压力读数和稳定后的电子天平的读数。最后试样发生劈裂时的压力即为试样在此试验条件下的水力劈裂压力。试验结束后,将试样从三轴仪底座上取下,放在CT扫描仪上扫描,观察试样内部裂缝的分布情况,与试验前的试样进行对比分析。Each ink pressure increase amplitude is 20kPa, record each pressure reading and the reading of the electronic balance after stabilization. The pressure at which the final sample splits is the hydraulic splitting pressure of the sample under this test condition. After the test, the sample was removed from the base of the triaxial instrument and scanned on a CT scanner to observe the distribution of cracks inside the sample and compare it with the sample before the test.

如图4所示,试样制作模具是由三块钢板拼接而成的,两块直角钢板之间通过6个M6的内六角螺丝连接,构成一个框架,然后通过两根可活动的M6螺杆和两个蝶形螺母与底板连接,组成一个长方体盒子,尺寸为240mm×240mm×120mm(长×宽×高)。钢板的厚度为10mm,属于高强度钢板,可保证在制样的过程中不发生变形。As shown in Figure 4, the sample making mold is made of three steel plates spliced together, and the two right-angle steel plates are connected by six M6 inner hexagonal screws to form a frame, and then two movable M6 screws and Two wing nuts are connected with the bottom plate to form a cuboid box with a size of 240mm×240mm×120mm (length×width×height). The thickness of the steel plate is 10mm, which is a high-strength steel plate, which can ensure that no deformation occurs during the sample preparation process.

具体的试样制作过程如下:The specific sample making process is as follows:

(1)用内六角螺丝及蝶形螺母将方形模具组成起来,使用内六角扳手和普通扳手拧紧各个螺丝螺母,各接触面达到严丝合缝的状态,防止在制样过程中由于没有拧紧而产生的变形。在模具的内壁均匀地涂抹一层润滑油,利于制样及试样脱模。(1) Use hexagon socket screws and wing nuts to form a square mold, and use a hexagon wrench and a common wrench to tighten each screw and nut, and each contact surface is in a state of tight fit to prevent deformation due to lack of tightening during the sample preparation process . Apply a layer of lubricating oil evenly on the inner wall of the mold to facilitate sample preparation and demoulding.

(2)按最优含水率来配制两河口黏土样。土料制备好后,放入封闭的塑料桶里面静置24小时,使含水率均匀。试验之前测其含水率,以最后测试的含水率为准。试样的压实度为98%,分四层击样,每层击实后的厚度为30mm。击实前后严格控制每层土料的高度,确保整个试样的均匀性。每层土料击完后对表面进行刮毛处理,然后倒入下一层土料进行击实。(2) Prepare Lianghekou clay samples according to the optimum water content. After the soil material is prepared, put it in a closed plastic bucket and let it stand for 24 hours to make the moisture content uniform. Measure its moisture content before the test, and the moisture content of the final test shall prevail. The compaction degree of the sample is 98%, and the sample is divided into four layers, and the thickness of each layer after compaction is 30mm. Strictly control the height of each layer of soil material before and after compaction to ensure the uniformity of the entire sample. After each layer of soil material is hammered, the surface is shaved, and then poured into the next layer of soil material for compaction.

(3)当试样的高度达到60mm时,对试样表面刮毛,填筑下一层一半土料表面平整后,将两块一定尺寸的表面涂有凡士林的塑料板放在试样表面,用尺子测量距离,使其在正确的位置,然后填筑另外一半土料,确保在加土的时候塑料板的位置没有发生移动。继续按上面步骤制样,直至完成。(3) When the height of the sample reaches 60mm, scrape the surface of the sample, fill the next layer and half of the soil material surface is flat, put two plastic plates of a certain size coated with Vaseline on the surface of the sample, Use a ruler to measure the distance so that it is in the correct position, then fill in the other half of the soil, making sure that the plastic plate does not move when adding soil. Continue to prepare samples according to the above steps until complete.

(4)试样制作完成后,拧开内六角螺母及蝶形螺母,脱掉模具,如图2(3)所示。将脱模后的试样立在桌子上,用钢丝锯从中间均匀分开,分为两个尺寸为120mm×120mm×240mm(长×宽×高)的长方体试样。找准长方体试样的中心,使得塑料板刚好在试样的中间位置,将其放在切土器上,用修土刀、钢丝锯等工具将长方体试样切为Φ101mm×H200mm的圆柱体试样,并装入相应尺寸的圆形模具内。(4) After the sample is made, unscrew the inner hexagon nut and wing nut, and take off the mold, as shown in Figure 2(3). Stand the sample after demoulding on the table, divide it evenly from the middle with a wire saw, and divide it into two cuboid samples with dimensions of 120mm×120mm×240mm (length×width×height). Locate the center of the cuboid sample so that the plastic plate is just in the middle of the sample, put it on the soil cutter, and cut the cuboid sample into a cylindrical sample of Φ101mm×H200mm with tools such as soil repair knife and wire saw , and put into a circular mold of the corresponding size.

(5)用保持架固定好圆形模具,用钳子小心翼翼地拔出塑料板,预制缝隙就形成了。在预制缝隙内填入一定量的白色标准砂,边填边用钢丝插捣,使其均匀密实。再在试样的周边挖一个宽度约为5mm、深度约为3mm的密封槽,安装试样时在密封槽中填入玻璃胶用于密封止水。灌砂后的试样底面贴一湿滤纸。(5) Fix the round mold with a cage, carefully pull out the plastic plate with pliers, and the prefabricated gap is formed. Fill a certain amount of white standard sand into the prefabricated gap, and insert and tamp with a steel wire while filling to make it evenly compacted. Then dig a sealing groove with a width of about 5mm and a depth of about 3mm around the sample. When installing the sample, fill the sealing groove with glass glue to seal and stop water. Paste a wet filter paper on the bottom of the sample after sand filling.

以上所述仅是对本实用新型的较佳实施例而已,并非对本实用新型作任何形式上的限制,凡是依据本实用新型的技术实质对以上实施例所做的任何简单修改,等同变化与修饰,均属于本实用新型技术方案的范围内。The above descriptions are only preferred embodiments of the present utility model, and are not intended to limit the present utility model in any form. Any simple modifications made to the above embodiments according to the technical essence of the present utility model are equivalent to changes and modifications. All belong to the scope of the technical solution of the utility model.

Claims (4)

1.一种三轴水力劈裂试验装置,其特征在于,所述三轴水力劈裂试验装置设置有:1. A triaxial hydraulic splitting test device is characterized in that, the triaxial hydraulic splitting test device is provided with: 三轴仪;Triaxial instrument; 所述三轴仪内部设置有压力室,压力室内部固定有内部带预制裂隙的试样,试样下端通过第一塑料管与三轴仪左侧的劈裂压力进水量测试装置连通,所述压力室底部通过第二塑料管与三轴仪右侧的围压外体变测量装置连通。A pressure chamber is arranged inside the triaxial instrument, and a sample with a prefabricated crack is fixed inside the pressure chamber, and the lower end of the sample communicates with the splitting pressure water inflow test device on the left side of the triaxial instrument through the first plastic tube. The bottom of the pressure chamber communicates with the confining pressure external volume variable measuring device on the right side of the triaxial instrument through the second plastic tube. 2.如权利要求1所述的三轴水力劈裂试验装置,其特征在于,所述劈裂压力进水量测试装置设置有装有黑色墨水的第一压力罐,第一压力罐上端塞设有密封塞,第一塑料管伸入第一压力罐底部,第一压力罐放置在第一电子天平上端,第一压力罐上端连通与第一气源接口,第一气源接口设置有调节阀。2. triaxial hydraulic splitting test device as claimed in claim 1, is characterized in that, described splitting pressure water inflow test device is provided with the first pressure tank that black ink is housed, and the first pressure tank upper end plug is provided with The sealing plug, the first plastic tube extends into the bottom of the first pressure tank, the first pressure tank is placed on the upper end of the first electronic balance, the upper end of the first pressure tank communicates with the first air source interface, and the first air source interface is provided with a regulating valve. 3.如权利要求1所述的三轴水力劈裂试验装置,其特征在于,所述围压外体变测量装置设置有平衡架,平衡架上端通过转轴固定有转盘,转盘的盘沿外侧套设有钢绞线,钢绞线左端挂设有装有蒸馏水的第二压力罐,第二压力罐上端与第二气源接口连通,第二气源接口设置有调节阀,第二压力罐底部与第二塑料管连通,钢绞线另一端挂设有重物,重物下端与装有铁砂的托盘连接,托盘放置在第二天平上端。3. triaxial hydraulic splitting test device as claimed in claim 1, is characterized in that, described confining pressure outer body variable measuring device is provided with balance frame, and the balance frame upper end is fixed with rotating disk by rotating shaft, and the disk of rotating disk is sleeved along the outer side. There is a steel strand, and the left end of the steel strand is hung with a second pressure tank filled with distilled water. The upper end of the second pressure tank is connected to the second air source interface. It communicates with the second plastic pipe, and a heavy object is hung on the other end of the steel strand, and the lower end of the heavy object is connected with a tray containing iron sand, and the tray is placed on the upper end of the second level. 4.如权利要求1所述的三轴水力劈裂试验装置,其特征在于,所述试样外侧套设有橡皮膜,所述试样底部边缘开设有密封槽,密封槽内填充有玻璃胶,所述试样下端胶接有塑料板,塑料板中间穿设有与试样内部预制裂隙连通的塑料管,所述试样上端胶接有试样帽,试样帽上端凹设有与三轴仪相配合的凹槽。4. The triaxial hydraulic splitting test device as claimed in claim 1, wherein a rubber film is set on the outside of the sample, a sealing groove is provided on the bottom edge of the sample, and glass glue is filled in the sealing groove The lower end of the sample is glued with a plastic plate, and the middle of the plastic plate is provided with a plastic tube communicating with the prefabricated crack inside the sample. The upper end of the sample is glued with a sample cap, and the upper end of the sample cap is recessed with three Axis fits the groove.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111896384A (en) * 2020-07-13 2020-11-06 河海大学 A test device and test method for hydraulic splitting of concrete members under triaxial stress
CN112698011A (en) * 2021-01-27 2021-04-23 中国地质科学院地质力学研究所 Centrifugal physical test model and test method for rainfall-induced ancient landslide resurgence
CN113092278A (en) * 2021-04-02 2021-07-09 浙江中正岩土技术有限公司 High-temperature gradient disposal weak soil gas splitting test device and using method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111896384A (en) * 2020-07-13 2020-11-06 河海大学 A test device and test method for hydraulic splitting of concrete members under triaxial stress
CN112698011A (en) * 2021-01-27 2021-04-23 中国地质科学院地质力学研究所 Centrifugal physical test model and test method for rainfall-induced ancient landslide resurgence
CN113092278A (en) * 2021-04-02 2021-07-09 浙江中正岩土技术有限公司 High-temperature gradient disposal weak soil gas splitting test device and using method thereof

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