CN106248482A - A kind of Triaxial tester being applicable to soft rock and method - Google Patents
A kind of Triaxial tester being applicable to soft rock and method Download PDFInfo
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Abstract
本发明涉及一种适用于软弱性岩石的三轴试验装置及方法。装置部分主要包括底座,底座上固定连接有支架;支架顶部与Z轴应力加载机构固定连接;支架下部将X轴应力加载机构和Y轴应力加载机构支撑;所述X轴应力加载机构位于Y轴应力加载机构上方,X轴应力加载机构上具有定位块;其中,所述X轴应力加载机构和Y轴应力加载机构均具有通过丝杠副驱动的加压板。本装置通过设计全新的结构,并采用单轴油缸与另外两轴非油缸加载机构组合的形式进行三轴加压,使其可以十分精确的控制加载力,以实现对软弱性岩石的力学属性研究。
The invention relates to a triaxial test device and method suitable for weak rocks. The device part mainly includes a base, and a bracket is fixedly connected to the base; the top of the bracket is fixedly connected to the Z-axis stress loading mechanism; the lower part of the bracket supports the X-axis stress loading mechanism and the Y-axis stress loading mechanism; the X-axis stress loading mechanism is located on the Y-axis Above the stress loading mechanism, there is a positioning block on the X-axis stress loading mechanism; wherein, both the X-axis stress loading mechanism and the Y-axis stress loading mechanism have a pressure plate driven by a screw pair. This device adopts a new structure design, and adopts a combination of a single-axis cylinder and another two-axis non-cylinder loading mechanism for three-axis pressurization, so that it can control the loading force very accurately, so as to realize the research on the mechanical properties of weak rocks .
Description
技术领域technical field
本发明涉及机械工程及岩土工程相关技术领域,具体的说,是涉及一种适用于软弱性岩石的三轴试验装置及方法。The invention relates to the relevant technical fields of mechanical engineering and geotechnical engineering, in particular to a triaxial test device and method suitable for weak rocks.
背景技术Background technique
随着地下空间的开发与利用,深埋超长大跨度隧洞、水电工程中的大型地下厂房、陡高岩质人工边坡等的开挖越来越多,三向应力状态下岩体的破坏机制研究已经成为岩石力学与工程界的热点。With the development and utilization of underground space, there are more and more excavations of deep-buried ultra-long-span tunnels, large-scale underground powerhouses in hydropower projects, and steep and high rock artificial slopes. The failure mechanism of rock mass under three-dimensional stress state Research has become a hot spot in the field of rock mechanics and engineering.
室内实验时通过岩石三轴试验机对岩石试件进行三个轴向施压,观察记录岩石的力学行为。常规岩石三轴试验机,价格昂贵成本极高,且相关设备占地面积大需占用较大的实验室,同时试验机器质量大不易移动。In the indoor experiment, three axial pressures were applied to the rock specimen by the rock triaxial testing machine, and the mechanical behavior of the rock was observed and recorded. Conventional rock triaxial testing machines are expensive and costly, and the related equipment occupies a large area and requires a large laboratory. At the same time, the testing machine is heavy and difficult to move.
岩石三轴试验机可以通过三轴加载获得绝大多数岩石材料的力学属性,而在软弱破碎材质的岩石石块加压试验时,由于部分岩石材料的软弱性在极小的压力下岩石石块就会被压碎,因此常规的三轴油缸加压式试验机不易采集软弱破碎岩石试件的力学参数。而室内试验设备又限制了试样尺寸,所以,需解决能进行不同试样尺寸的三轴试验设备问题,并缩小目前试样尺寸跨度。The rock triaxial testing machine can obtain the mechanical properties of most rock materials through triaxial loading, and in the pressure test of rocks and rocks with weak and broken materials, due to the weakness of some rock materials, the rocks and rocks will It will be crushed, so the conventional three-axis oil cylinder pressurized testing machine is not easy to collect the mechanical parameters of weak and broken rock specimens. The indoor test equipment limits the sample size, so it is necessary to solve the problem of triaxial test equipment that can carry out different sample sizes and reduce the current sample size span.
综上所述,如何设计一种能够适用于软弱性质岩石三轴加载试验的装置,是本领域技术人员亟需解决的问题。To sum up, how to design a device suitable for triaxial loading tests on weak rocks is an urgent problem to be solved by those skilled in the art.
发明内容Contents of the invention
本发明的目的是为克服上述现有技术的不足,提供一种适用于软弱性岩石的三轴试验装置。本装置通过设计全新的结构,并采用单轴油缸与另外两轴非油缸加载机构组合的形式进行三轴加压,使其可以十分精确的控制加载力,以实现对软弱性岩石的力学属性研究。The object of the present invention is to provide a kind of triaxial test device suitable for weak rocks in order to overcome the deficiencies of the above-mentioned prior art. This device adopts a new structure design, and adopts a combination of a single-axis cylinder and another two-axis non-cylinder loading mechanism for three-axis pressurization, so that it can control the loading force very accurately, so as to realize the research on the mechanical properties of weak rocks .
为了达成上述目的,本发明采用如下技术方案:In order to achieve the above object, the present invention adopts the following technical solutions:
一种适用于软弱性岩石的三轴试验装置,包括:A triaxial test device suitable for weak rocks, including:
底座,底座上固定连接有支架;a base, a support is fixedly connected to the base;
支架顶部与Z轴应力加载机构固定连接;The top of the bracket is fixedly connected with the Z-axis stress loading mechanism;
支架下部将X轴应力加载机构和Y轴应力加载机构支撑;The lower part of the bracket supports the X-axis stress loading mechanism and the Y-axis stress loading mechanism;
所述X轴应力加载机构位于Y轴应力加载机构上方,X轴应力加载机构上具有定位块;The X-axis stress loading mechanism is located above the Y-axis stress loading mechanism, and the X-axis stress loading mechanism has a positioning block;
其中,所述X轴应力加载机构和Y轴应力加载机构均具有通过丝杠副驱动的加压板。通过丝杠副驱动加压板移动,可以令加压板对软弱性岩石施加合适的压力来便于后续研究。Wherein, both the X-axis stress loading mechanism and the Y-axis stress loading mechanism have a pressure plate driven by a screw pair. The pressure plate is driven by the screw pair to move, so that the pressure plate can exert appropriate pressure on the weak rock to facilitate subsequent research.
优选的,所述Y轴应力加载机构为竖直设置的油缸。Preferably, the Y-axis stress loading mechanism is a vertically arranged oil cylinder.
优选的,所述X轴应力加载机构包括与所述支架连接的外壳;Preferably, the X-axis stress loading mechanism includes a shell connected to the bracket;
外壳内具有驱动电机,驱动电机通过丝杠副驱动两加压板相对或相反运动;There is a drive motor inside the shell, and the drive motor drives the two pressure plates to move relative or oppositely through the screw pair;
加压板被滑轨副导向;The pressure plate is guided by the slide rail pair;
其中,所述丝杠副中的丝杠为正反丝丝杠。通过正反丝丝杠的运动,可以实现在同一丝杠上的两加压板同步运动。Wherein, the lead screw in the lead screw pair is a positive and negative lead screw. Through the movement of the positive and negative lead screws, the synchronous movement of the two pressure plates on the same lead screw can be realized.
优选的,所述Y轴应力加载机构包括与所述支架连接的外壳;Preferably, the Y-axis stress loading mechanism includes a shell connected to the bracket;
外壳内具有驱动电机,驱动电机通过丝杠副驱动两加压板相对或相反运动;There is a drive motor inside the shell, and the drive motor drives the two pressure plates to move relative or oppositely through the screw pair;
加压板被滑轨副导向;The pressure plate is guided by the slide rail pair;
其中,所述丝杠副中的丝杠为正反丝丝杠。Wherein, the lead screw in the lead screw pair is a positive and negative lead screw.
优选的,所述驱动电机为伺服电机或步进电机。Preferably, the driving motor is a servo motor or a stepping motor.
优选的,所述X轴应力加载机构上具有试样座,试样座内具有定位球;Preferably, the X-axis stress loading mechanism has a sample seat, and a positioning ball is provided in the sample seat;
试样座与定位球形成万向球配合结构;The sample seat and the positioning ball form a universal ball matching structure;
支撑杆的一端与定位球固定连接,支撑杆的另一端与定位块固定连接。该结构可以使得试样放置于定位块上之后,收到外力时自由移动直至找正中心。One end of the support rod is fixedly connected with the positioning ball, and the other end of the support rod is fixedly connected with the positioning block. This structure allows the sample to move freely until the center is found when it receives an external force after it is placed on the positioning block.
优选的,所述定位块的正投影位于试样座的正投影之内。Preferably, the orthographic projection of the positioning block is located within the orthographic projection of the sample holder.
优选的,所述油缸的活塞杆上设置有压力传感器,压力传感器与信息采集系统相连接。Preferably, the piston rod of the oil cylinder is provided with a pressure sensor, and the pressure sensor is connected with the information collection system.
优选的,所述加压板上设置有压力传感器,压力传感器与信息采集系统相连接。Preferably, a pressure sensor is arranged on the pressure plate, and the pressure sensor is connected with an information collection system.
在提供上述结构方案的同时,本发明还提供了一种应用上述装置进行试验的方法,主要包括如下步骤:While providing the above-mentioned structural scheme, the present invention also provides a method for using the above-mentioned device for testing, which mainly includes the following steps:
A、将试样放置于定位块上;A. Place the sample on the positioning block;
B、令Z轴应力加载机构与试样接触,调平试样;B. Let the Z-axis stress loading mechanism contact the sample to level the sample;
C、令X轴和Y轴应力加载机构同步运动,直至加压板与试样贴合;C. Make the X-axis and Y-axis stress loading mechanism move synchronously until the pressure plate fits the sample;
D、令Z轴、X轴和Y轴应力加载机构向试样加压,同时记录加压板位移与试样应力变化。D. Let the Z-axis, X-axis and Y-axis stress loading mechanism pressurize the sample, and record the displacement of the pressure plate and the stress change of the sample at the same time.
本发明的有益效果是:The beneficial effects of the present invention are:
(1)信息采集系统可以自动采集岩石试件的位移和应力信息。(1) The information collection system can automatically collect the displacement and stress information of rock specimens.
(2)试验装置适用于多尺度岩石试样,实现不同规格尺寸下岩石试件的加载、卸载和流变实验。(2) The test device is suitable for multi-scale rock samples, and realizes the loading, unloading and rheological experiments of rock samples under different sizes.
(3)侧向应力载荷通过丝杠加压保证了加压的同步性,同时丝杠机构控制提供的低应力可用于软弱破碎岩石试件的加载、卸载、流变实验。(3) The lateral stress load is pressurized by the lead screw to ensure the synchronization of pressurization. At the same time, the low stress provided by the control of the lead screw mechanism can be used for loading, unloading and rheological experiments of weak and broken rock specimens.
(4)设备结构简单,成本低廉,方便使用。(4) The equipment has simple structure, low cost and convenient use.
附图说明Description of drawings
图1是本发明的结构示意图;Fig. 1 is a structural representation of the present invention;
图2是本发明中试样座的配合图;Fig. 2 is the matching figure of sample holder among the present invention;
图3是本发明中X轴与Y轴应力加载机构的结构示意图;Fig. 3 is a schematic structural view of the X-axis and Y-axis stress loading mechanism in the present invention;
图4是本发明的电路原理图;Fig. 4 is a schematic circuit diagram of the present invention;
图5是本发明中试样座的自由状态示意图;Fig. 5 is the free state schematic diagram of sample holder in the present invention;
图中:1、支架,2、Z轴应力加载机构,3、Y轴应力加载机构,4、X轴应力加载机构,5、连接板,6、定位块,7、加压板,8、外壳,9、试样,10、支撑杆,11、试样座,12、定位球,13、轴承座,14、第一滑块,15、滑轨,16、正反丝丝杠,17、第二滑块,18、底板,19、驱动电机,20、压力传感器,21、信息采集系统,22、底座。In the figure: 1. Bracket, 2. Z-axis stress loading mechanism, 3. Y-axis stress loading mechanism, 4. X-axis stress loading mechanism, 5. Connecting plate, 6. Positioning block, 7. Pressure plate, 8. Shell . Two sliders, 18, base plate, 19, drive motor, 20, pressure sensor, 21, information collection system, 22, base.
具体实施方式detailed description
下面将结合附图对本发明进行详细说明。The present invention will be described in detail below in conjunction with the accompanying drawings.
实施例:一种适用于软弱性岩石的三轴试验装置,其结构如图1-3所示,包括:Embodiment: a kind of triaxial test device suitable for weak rock, its structure is as shown in Figure 1-3, comprises:
底座22,底座22上固定连接有支架1;所述支架1为中空结构,支架1具有侧板及与侧板固定连接的十字形顶板,十字形顶板下表面的中间部分与Z轴应力加载机构2固定连接。The base 22 is fixedly connected with a support 1; the support 1 is a hollow structure, and the support 1 has a side plate and a cross-shaped top plate fixedly connected with the side plate, and the middle part of the lower surface of the cross-shaped top plate and the Z-axis stress loading mechanism 2 fixed connections.
侧板分为上下两部分,下部分与底座22固定连接,上部分与十字形顶板固定连接,上部分与下部分之间与应力加载机构固定连接。The side plate is divided into upper and lower parts, the lower part is fixedly connected with the base 22, the upper part is fixedly connected with the cross-shaped top plate, and the upper part and the lower part are fixedly connected with the stress loading mechanism.
应力加载机构包括两个,分别是X轴应力加载机构4和Y轴应力加载机构3,所述X轴应力加载机构4位于Y轴应力加载机构3上方。The stress loading mechanism includes two, namely an X-axis stress loading mechanism 4 and a Y-axis stress loading mechanism 3 , and the X-axis stress loading mechanism 4 is located above the Y-axis stress loading mechanism 3 .
两应力加载机构的结构是相同的,其相互垂直。任一应力加载机构均包括外壳8,外壳8内部具有底板18,底板18上安装有两个轴承座13,两轴承座13之间安装有正反丝丝杠16,该正反丝丝杠16被驱动电机19驱动,正反丝丝杠16的两侧为滑轨15。The structures of the two stress loading mechanisms are the same, and they are perpendicular to each other. Any stress loading mechanism includes a shell 8, and the inside of the shell 8 has a base plate 18. Two bearing blocks 13 are installed on the base plate 18, and a positive and negative lead screw 16 is installed between the two bearing blocks 13. The positive and negative lead screw 16 Driven by a drive motor 19, the two sides of the positive and negative lead screw 16 are slide rails 15.
在正反丝丝杠16上正丝和反丝部分,分别安装有第一滑块14及第二滑块17,两滑块内部均具有与所述正丝或反丝相适配的丝母,两滑块均被滑轨15导向。通过驱动电机19的驱动,则两滑块就可以进行相对靠近或相互远离运动了。On the positive and negative lead screw 16, the positive and negative wires are respectively equipped with a first slider 14 and a second slider 17, and the inside of the two sliders is equipped with a nut that is compatible with the normal or reverse wire. , both sliders are guided by slide rail 15. Driven by the driving motor 19, the two slide blocks can move relatively close to each other or move away from each other.
同时,每个滑块均与一个连接板5连接,连接板5的顶部与加压板7固定连接。区别在于,Y轴应力加载机构3上的连接板5长度较大,这样才能使得四个加压板7的上下表面均处于同一水平面上。At the same time, each slider is connected with a connecting plate 5 , and the top of the connecting plate 5 is fixedly connected with the pressure plate 7 . The difference is that the connecting plate 5 on the Y-axis stress loading mechanism 3 is longer, so that the upper and lower surfaces of the four pressure plates 7 are all on the same level.
四个加压板7的结构、大小和材质均相同,这样就能够进一步的提高加载于试样上应力的平均性。同时,每个加压板7内部均安装有压力传感器20,以便于将试样9受到的压力信号传递至信息采集系统21。The structure, size and material of the four pressure plates 7 are the same, so that the uniformity of the stress applied to the sample can be further improved. At the same time, a pressure sensor 20 is installed inside each pressure plate 7 so as to transmit the pressure signal received by the sample 9 to the information collection system 21 .
作为一种选择,所述在Z轴应力加载机构2可以是油缸,或者是其他具有平面结构加载面的机构,同时,也需要在Z轴应力加载机构2中安装一个压力传感器20。As an option, the Z-axis stress loading mechanism 2 may be an oil cylinder, or other mechanisms with a planar loading surface, and at the same time, a pressure sensor 20 also needs to be installed in the Z-axis stress loading mechanism 2 .
从便于控制的角度考虑,所述驱动电机19可以选择为步进电机或伺服电机,这样就能够进一步的提高测试精度,便于控制加压板7的行程,来通过加压板7位移的变化、试样9受到的应力变化及破碎情况综合研究试样9的力学特性。From the viewpoint of being convenient to control, the drive motor 19 can be selected as a stepping motor or a servo motor, so that the test accuracy can be further improved, and the stroke of the pressing plate 7 can be easily controlled, so that the displacement of the pressing plate 7 can be changed, The mechanical properties of sample 9 were comprehensively studied on the stress change and crushing condition of sample 9.
对于不同材质的试样而言,其表面的平整度不尽相同。为了便于试样定心,本装置中还在X轴应力加载机构4上固定连接有一个试样座11,试样座11内具有球型凹槽,凹槽内安装有定位球12,定位球12与试样座11形成万向球结构。同时定位球12与支撑杆10连接,支撑杆10与定位块6固定连接,定位块6用于放置试样。For samples of different materials, the flatness of the surface is not the same. In order to facilitate the centering of the sample, a sample seat 11 is fixedly connected to the X-axis stress loading mechanism 4 in this device. The sample seat 11 has a spherical groove, and a positioning ball 12 is installed in the groove. 12 and the sample holder 11 form a universal ball structure. At the same time, the positioning ball 12 is connected with the support rod 10, and the support rod 10 is fixedly connected with the positioning block 6, and the positioning block 6 is used for placing the sample.
采用了上述的定位结构后,试样9就可以放置在定位块6上,而定位块6可以自由转动,就能够在压力加载过程中令试样9自动找正中心,提高试样精度的准确性。After adopting the above-mentioned positioning structure, the sample 9 can be placed on the positioning block 6, and the positioning block 6 can rotate freely, so that the sample 9 can be automatically centered during the pressure loading process, and the accuracy of the sample precision can be improved. sex.
参考图5所示,作为更佳的选择,所述定位块6的正投影位于试样座11的正投影之内。这样可以令试样在未受到外力的情况下发生一定的偏转,但是受到重力作用不会从定位块6上滑落。Referring to FIG. 5 , as a better option, the orthographic projection of the positioning block 6 is located within the orthographic projection of the sample holder 11 . In this way, the sample can be deflected to a certain extent without being subjected to external force, but it will not slide off from the positioning block 6 under the action of gravity.
非常值得注意的是,在进行试验的过程中,必须保证试样的正投影比试样座11的正投影更大,这样才能够保证加压板7能够加压在试样9上而不是加压在试样座11上。It is worth noting that during the test, it is necessary to ensure that the orthographic projection of the sample is larger than the orthographic projection of the sample holder 11, so that it can be ensured that the pressure plate 7 can be pressed on the sample 9 instead of being pressed. Press on the sample holder 11.
同时为了保证三轴试验的精度,可以加压板7进行减摩措施,它的作用是减小试样与加压板之间的摩擦。即在加压板7和试样面之间贴上夹润滑剂的薄膜,润滑剂可采用黄油与机油的混合物。At the same time, in order to ensure the accuracy of the triaxial test, the pressure plate 7 can be used to reduce friction, and its function is to reduce the friction between the sample and the pressure plate. That is, a thin film clamping lubricant is pasted between the pressure plate 7 and the sample surface, and the lubricant can be a mixture of butter and machine oil.
利用本装置进行试验的过程如下:The process of using this device for testing is as follows:
A、将试样9放置于定位块6上;A. Place the sample 9 on the positioning block 6;
B、令油缸的活塞杆伸长,直至与试样顶面接触,确保试样上下表面接近水平;B. Extend the piston rod of the oil cylinder until it touches the top surface of the sample to ensure that the upper and lower surfaces of the sample are close to the level;
C、令X轴和Y轴应力加载机构的驱动电机19转动,则四个加压板7同步向试样9靠近,直至加压板7与试样9贴合;C. Make the driving motor 19 of the X-axis and Y-axis stress loading mechanism rotate, then the four pressure plates 7 approach the sample 9 synchronously, until the pressure plate 7 and the sample 9 are bonded;
D、继续令两个驱动电机转动,并令油缸的活塞杆持续伸长,实现对试样9的三轴加压;加压的过程中,记录加压板7位移与试样9应力变化。D. Continue to make the two driving motors rotate, and make the piston rod of the oil cylinder continue to elongate, so as to realize the triaxial pressurization of the sample 9; during the pressurization process, record the displacement of the pressure plate 7 and the stress change of the sample 9.
信息采集系统21同时采集3个方向的压力值、试样多个侧面及顶面的变形值,并记录时间。并在软件界面上可随时浏览各个数据及各数据之间形成的图形。贴在加压板上的压力传感器将岩石的位移和压力变化信息以电信号的形式,传输给计算机,通过相应软件实时显示岩石受到的压力值大小。The information collection system 21 simultaneously collects pressure values in three directions, deformation values of multiple sides and top surfaces of the sample, and records the time. And on the software interface, you can browse each data and the graphics formed between each data at any time. The pressure sensor attached to the pressure plate transmits the displacement and pressure change information of the rock to the computer in the form of electrical signals, and the corresponding software displays the pressure value of the rock in real time.
因为驱动电机可以选择为伺服电机,而伺服电机与计算机能够形成闭环控制,因此可以通过伺服电机的转动圈数计算出加压板的位移,来将加压板的位移同步记录于软件中,进而综合考虑软弱性岩石的力学特性。Because the driving motor can be selected as a servo motor, and the servo motor and the computer can form a closed-loop control, the displacement of the pressure plate can be calculated by the number of rotations of the servo motor, and the displacement of the pressure plate can be recorded in the software synchronously, and then The mechanical properties of weak rocks are considered comprehensively.
采用了上述结构后,本装置可以进行多尺度岩石及混凝土的单轴、双轴试验以及岩体及结构面中型直剪试验,还可以进行中尺寸岩石的真三轴长期流变、剪切流变等试验。After adopting the above structure, this device can carry out uniaxial and biaxial tests of multi-scale rocks and concrete, medium-sized direct shear tests of rock mass and structural surfaces, and true triaxial long-term rheological and shear flow tests of medium-sized rocks. Variation test.
对所公开的实施例的上述说明,使本领域专业技术人员能够实现或使用本发明。对实施例的多种修改对本领域的专业技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本发明的精神或范围的情况下,在其它实施例中实现,未予以详细说明和局部放大呈现的部分,为现有技术,在此不进行赘述。因此,本发明将不会被限制于本文所示的这些实施例,而是要符合与本文所公开的原理和特点相一致的最宽的范围。The above description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the invention. Various modifications to the embodiments will be readily apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the invention. Parts presented in detail and partially enlarged are prior art, and will not be repeated here. Therefore, the present invention will not be limited to these embodiments shown herein, but will conform to the widest scope consistent with the principles and characteristics disclosed herein.
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107764636A (en) * | 2017-10-23 | 2018-03-06 | 中国矿业大学 | A kind of deformation measuring device and method of cuboid rock sample conventional triaxial compression test |
| CN109001037A (en) * | 2018-06-12 | 2018-12-14 | 中国地质大学(武汉) | A kind of mud stone drying and watering cycle slaking test equipment that true stress condition is provided |
| CN109187206A (en) * | 2018-08-18 | 2019-01-11 | 中山大学 | A kind of true triaxial pressure chamber that engineering soft rock catastrophe overall process is visual |
| CN109668753A (en) * | 2019-01-29 | 2019-04-23 | 杭州邦威机电控制工程有限公司 | A kind of large space node and typical structure multipurpose load host |
| CN115683800A (en) * | 2022-10-17 | 2023-02-03 | 中南大学 | Multifunctional multi-module rock mechanical test system |
| CN118225553A (en) * | 2024-05-23 | 2024-06-21 | 南通研创石油科技有限公司 | Triaxial pressurization test device for rock sample |
| CN118730664A (en) * | 2024-07-25 | 2024-10-01 | 深圳大学 | A deep rock in-situ simulation preparation and solidification device |
| CN119985054A (en) * | 2023-11-10 | 2025-05-13 | 中国石油化工股份有限公司 | A stress loading system and method for a true triaxial fracturing physical model test device |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004170199A (en) * | 2002-11-19 | 2004-06-17 | Sumio Hamada | Pure shearing test method |
| CN1935463A (en) * | 2006-08-30 | 2007-03-28 | 杜红刚 | Central flat tongs |
| CN101920463A (en) * | 2009-06-15 | 2010-12-22 | 上海运城制版有限公司 | Clamping device for processing roller |
| CN103091178A (en) * | 2013-01-15 | 2013-05-08 | 天津大学 | Mechanical-thermal composite in-situ loading system |
| CN203164066U (en) * | 2013-03-27 | 2013-08-28 | 山东大学 | Device for measuring true triaxial creep of geotechnical engineering test block |
| CN204397266U (en) * | 2014-12-25 | 2015-06-17 | 郑州科慧科技股份有限公司 | A kind of self-centering vertical tube pipe welding machine clamp |
| CN104792590A (en) * | 2015-04-09 | 2015-07-22 | 常州大学 | Simple production equipment for bituminous coal sample block |
| CN105628538A (en) * | 2016-04-07 | 2016-06-01 | 中钢集团洛阳耐火材料研究院有限公司 | A fully automatic refractory material air quenching thermal shock resistance testing machine |
-
2016
- 2016-07-08 CN CN201610540961.0A patent/CN106248482B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004170199A (en) * | 2002-11-19 | 2004-06-17 | Sumio Hamada | Pure shearing test method |
| CN1935463A (en) * | 2006-08-30 | 2007-03-28 | 杜红刚 | Central flat tongs |
| CN101920463A (en) * | 2009-06-15 | 2010-12-22 | 上海运城制版有限公司 | Clamping device for processing roller |
| CN103091178A (en) * | 2013-01-15 | 2013-05-08 | 天津大学 | Mechanical-thermal composite in-situ loading system |
| CN203164066U (en) * | 2013-03-27 | 2013-08-28 | 山东大学 | Device for measuring true triaxial creep of geotechnical engineering test block |
| CN204397266U (en) * | 2014-12-25 | 2015-06-17 | 郑州科慧科技股份有限公司 | A kind of self-centering vertical tube pipe welding machine clamp |
| CN104792590A (en) * | 2015-04-09 | 2015-07-22 | 常州大学 | Simple production equipment for bituminous coal sample block |
| CN105628538A (en) * | 2016-04-07 | 2016-06-01 | 中钢集团洛阳耐火材料研究院有限公司 | A fully automatic refractory material air quenching thermal shock resistance testing machine |
Non-Patent Citations (2)
| Title |
|---|
| 周火明 等: ""RLW-2000 岩石三轴流变试验系统研制"", 《矿山压力与顶板管理》 * |
| 张贵仁: "《材料试验机》", 30 November 2009, 中国计量出版社 * |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107764636B (en) * | 2017-10-23 | 2019-04-19 | 中国矿业大学 | Deformation measuring device and method for conventional triaxial compression test of cuboid rock sample |
| CN107764636A (en) * | 2017-10-23 | 2018-03-06 | 中国矿业大学 | A kind of deformation measuring device and method of cuboid rock sample conventional triaxial compression test |
| CN109001037A (en) * | 2018-06-12 | 2018-12-14 | 中国地质大学(武汉) | A kind of mud stone drying and watering cycle slaking test equipment that true stress condition is provided |
| CN109001037B (en) * | 2018-06-12 | 2021-01-15 | 中国地质大学(武汉) | Mud rock dry-wet cycle disintegration test equipment providing real stress condition |
| CN109187206A (en) * | 2018-08-18 | 2019-01-11 | 中山大学 | A kind of true triaxial pressure chamber that engineering soft rock catastrophe overall process is visual |
| CN109668753B (en) * | 2019-01-29 | 2024-03-15 | 杭州邦威机电控制工程有限公司 | Large-scale space node and typical structure multipurpose loading host |
| CN109668753A (en) * | 2019-01-29 | 2019-04-23 | 杭州邦威机电控制工程有限公司 | A kind of large space node and typical structure multipurpose load host |
| CN115683800A (en) * | 2022-10-17 | 2023-02-03 | 中南大学 | Multifunctional multi-module rock mechanical test system |
| CN115683800B (en) * | 2022-10-17 | 2024-05-17 | 中南大学 | A multifunctional and multi-module rock mechanics test system |
| CN119985054A (en) * | 2023-11-10 | 2025-05-13 | 中国石油化工股份有限公司 | A stress loading system and method for a true triaxial fracturing physical model test device |
| CN118225553A (en) * | 2024-05-23 | 2024-06-21 | 南通研创石油科技有限公司 | Triaxial pressurization test device for rock sample |
| CN118225553B (en) * | 2024-05-23 | 2024-09-06 | 南通研创石油科技有限公司 | Triaxial pressurization test device for rock sample |
| CN118730664A (en) * | 2024-07-25 | 2024-10-01 | 深圳大学 | A deep rock in-situ simulation preparation and solidification device |
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