CN103471914A - Triaxial impact ground pressure true simulation test system - Google Patents

Triaxial impact ground pressure true simulation test system Download PDF

Info

Publication number
CN103471914A
CN103471914A CN2013104254623A CN201310425462A CN103471914A CN 103471914 A CN103471914 A CN 103471914A CN 2013104254623 A CN2013104254623 A CN 2013104254623A CN 201310425462 A CN201310425462 A CN 201310425462A CN 103471914 A CN103471914 A CN 103471914A
Authority
CN
China
Prior art keywords
loading
impact
loading unit
load
specimen
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN2013104254623A
Other languages
Chinese (zh)
Other versions
CN103471914B (en
Inventor
蒋宇静
吴学震
王刚
刘传正
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shandong University of Science and Technology
Original Assignee
Shandong University of Science and Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shandong University of Science and Technology filed Critical Shandong University of Science and Technology
Priority to CN201310425462.3A priority Critical patent/CN103471914B/en
Publication of CN103471914A publication Critical patent/CN103471914A/en
Application granted granted Critical
Publication of CN103471914B publication Critical patent/CN103471914B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

本发明公开了一种冲击地压真三轴模拟试验系统,其特征在于,包括柔性加载单元、围压加载单元和冲击加载单元;本发明柔性加载单元通过加载油缸和反力钢绞线对试件施加竖向压力,过围压加载单元使试件处于三轴应力条件下,通过冲击加载系统对试件施加冲击荷载,试件在高应力及冲击扰动条件下破坏,其强度降低并发生一定位移,在这个过程中,柔性加载单元中的反力钢绞线对试件迅速进行补充加载,模拟了外部围岩对煤岩体的进一步挤压做功;本发明较好的模拟了冲击地压的发生条件,且三轴加载条件尤其适用于模拟回采巷道中发生的重力型冲击地压。

Figure 201310425462

The invention discloses a three-axis simulation test system for impact ground compaction, which is characterized in that it includes a flexible loading unit, a confining pressure loading unit and an impact loading unit; The vertical pressure is applied to the specimen, and the confining pressure loading unit makes the specimen under the triaxial stress condition, and the impact load is applied to the specimen through the impact loading system, and the specimen is damaged under the condition of high stress and impact disturbance, its strength decreases and certain displacement, in this process, the reaction force steel strand in the flexible loading unit quickly supplements the loading of the specimen, simulating the further extrusion work of the external surrounding rock on the coal and rock mass; the present invention better simulates the rock burst conditions, and the triaxial loading condition is especially suitable for simulating the gravity-type rock burst in the mining roadway.

Figure 201310425462

Description

冲击地压真三轴模拟试验系统Real triaxial simulation test system for ground bump compaction

技术领域 technical field

本发明涉及深部工程冲击地压发生规律的研究,特别是涉及一种冲击地压真三轴模拟试验系统。 The invention relates to the research on the law of rock burst occurrence in deep engineering, in particular to a true triaxial simulation test system for rock burst.

背景技术 Background technique

冲击地压是指在煤矿井巷或回采工作面周围,处于高地应力条件下的煤岩体受到顶板断裂或爆破扰动发生破坏,并在破坏过程中受到围岩的进一步快速挤压作用,瞬时释放巨大能量而产生破坏的矿井动力现象。常伴随有巨大的声响、煤岩体被抛向采掘空间和气浪等现象,造成采掘空间中支护设备的破坏以及采掘空间的变形,严重时造成人员伤亡和井巷的毁坏,甚至引起地表塌陷而造成局部地震。 Rockburst refers to the fact that the coal rock mass under high ground stress is damaged by the roof fracture or blasting disturbance around the coal mine roadway or mining face, and is further and rapidly squeezed by the surrounding rock during the destruction process, and is released instantaneously. A mine dynamic phenomenon in which huge energy causes destruction. It is often accompanied by loud noises, coal and rock mass being thrown into the mining space and air waves, etc., causing damage to the support equipment in the mining space and deformation of the mining space, causing casualties and damage to the mine and roadway in severe cases, and even causing surface subsidence cause local earthquakes.

冲击地压是采矿业面临的一个重要问题,严重影响着矿井的安全生产,尤其是在深部开采过程中,围岩处于高应力条件下,受到采场上覆岩层断裂扰动,回采巷道很容易发生冲击地压灾害。研究冲击地压发生规律,不仅要通过理论分析,更要通过室内模拟实验来探索其本质规律。 Rock burst is an important problem faced by the mining industry, which seriously affects the safe production of mines. Especially in the process of deep mining, the surrounding rock is under high stress conditions, and is disturbed by the fracture of the overlying strata in the stope, and the mining roadway is prone to occurrence Rockburst disaster. To study the occurrence law of rock burst, it is necessary not only to conduct theoretical analysis, but also to explore its essential law through indoor simulation experiments.

根据现场观测和理论分析认为,为了在室内模拟冲击地压现象,需满足如下三个必要条件:                                                

Figure 2013104254623100002DEST_PATH_IMAGE001
通过加载,使煤岩体处于高应力状态下;
Figure 322277DEST_PATH_IMAGE002
对高应力条件下的煤岩体施加冲击荷载,以模拟采空区覆岩断裂导致的应力波对巷道的冲击;
Figure 2013104254623100002DEST_PATH_IMAGE003
在煤岩体破坏的过程中迅速进行补充加载,即补充能量,以模拟外部围岩对煤岩体的进一步挤压做功。但是,目前还没有设备能够同时满足上述三个条件,实验室模拟成为冲击地压的研究的瓶颈。 According to field observations and theoretical analysis, in order to simulate rock burst indoors, the following three necessary conditions must be met:
Figure 2013104254623100002DEST_PATH_IMAGE001
By loading, the coal and rock mass is placed in a state of high stress;
Figure 322277DEST_PATH_IMAGE002
The impact load is applied to the coal and rock mass under high stress conditions to simulate the impact of the stress wave on the roadway caused by the fracture of the overlying rock in the goaf;
Figure 2013104254623100002DEST_PATH_IMAGE003
In the process of coal rock mass failure, supplementary loading is carried out quickly, that is, energy is added to simulate the further extrusion work of the external surrounding rock on the coal rock mass. However, there is no equipment that can meet the above three conditions at the same time, and laboratory simulation has become the bottleneck of rock burst research.

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,提供一种可以使试件在三轴高应力条件下承受冲击荷载,并在试件破坏过程中迅速补充能量的冲击地压真三轴模拟试验系统。 The purpose of the present invention is to overcome the deficiencies of the above-mentioned prior art, and provide a kind of impact ground compaction triaxial simulation that can make the test piece bear the impact load under the triaxial high stress condition, and quickly replenish energy during the test piece destruction process test system.

为实现上述目的,本发明采用下述技术方案: To achieve the above object, the present invention adopts the following technical solutions:

一种冲击地压真三轴模拟试验系统,其特征在于,包括柔性加载单元、围压加载单元和冲击加载单元; A true triaxial simulation test system for ground shock compaction, characterized in that it includes a flexible loading unit, a confining pressure loading unit and an impact loading unit;

所述的柔性加载单元,包括底座、加载油缸、伺服油源、加载垫板、反力板、反力钢绞线;加载油缸一端支撑在底座上,另一端对试件施加轴向荷载;反力板左右两侧分别设有用于连接反力钢绞线的通孔;反力钢绞线有多条,其中任意一条一端固定在底座上,另一端固定在反力板上,用于对反力板施加反力,并且在反力板受到冲击时不会产生支撑效应,当试件破坏时,在弹性作用下瞬间收缩,对试件快速的补充加载; The flexible loading unit includes a base, a loading oil cylinder, a servo oil source, a loading backing plate, a reaction force plate, and a reaction force steel strand; one end of the loading oil cylinder is supported on the base, and the other end applies an axial load to the specimen; The left and right sides of the force plate are respectively provided with through holes for connecting the reaction force steel strands; The force plate exerts a reaction force, and when the reaction force plate is impacted, it will not produce a support effect. When the specimen is damaged, it will shrink instantly under the action of elasticity, and quickly supplement the load on the specimen;

所述的围压加载单元,包括加载框架、加载垫板、加载油缸、伺服油源,加载油缸固定在加载框架的四个内侧面上,加载油缸在伺服油源的驱动下对试件施加压力; The confining pressure loading unit includes a loading frame, a loading pad, a loading cylinder, and a servo oil source. The loading cylinder is fixed on the four inner sides of the loading frame, and the loading cylinder exerts pressure on the test piece driven by the servo oil source. ;

所述的冲击加载单元,用于给岩样试件施加竖直向的冲击荷载,包括冲击重块、吊臂、提升装置和导向装置,冲击重块的重量和高度均可调节,提升装置固定在吊臂上用于提升冲击重块,导向装置表面标有刻度,用于测量冲击重块的高度,并且可以防止冲击重块下落时发生偏斜; The impact loading unit is used to apply a vertical impact load to the rock sample, including an impact weight, a boom, a lifting device and a guiding device, the weight and height of the impact weight can be adjusted, and the lifting device is fixed It is used to lift the impact weight on the boom, and the surface of the guide device is marked with a scale, which is used to measure the height of the impact weight and prevent the impact weight from deflecting when it falls;

所述的试件为立方体形,中间具有水平的贯穿孔洞或者半截孔洞,试件表面涂有润滑剂,以减小其变形过程中受到的摩擦力。 The test piece is in the shape of a cube with a horizontal through hole or a half hole in the middle, and the surface of the test piece is coated with lubricant to reduce the frictional force it receives during deformation.

本发明还可以包括测控系统,所述的测控系统用于测量和控制加载油缸施加的荷载和发生的位移,包括荷载和位移测量单元、伺服控制单元;所述荷载和位移测量单元包括设置于三个方向加载机构上的应力传感器和LVDT变位计,用于测量试件不同边界的荷载和位移,并将测量结果传送到伺服控制系统单元;所述伺服控制系统单元包括3个独立的数控单元,根据所述荷载和位移测控单元测量结果分别控制三个方向的荷载和位移。 The present invention may also include a measurement and control system, the measurement and control system is used to measure and control the load applied by the loading oil cylinder and the displacement that occurs, including a load and displacement measurement unit and a servo control unit; the load and displacement measurement unit includes three The stress sensor and LVDT displacement gauge on the loading mechanism in each direction are used to measure the load and displacement of different boundaries of the test piece, and transmit the measurement results to the servo control system unit; the servo control system unit includes 3 independent numerical control units , respectively controlling the load and displacement in three directions according to the measurement results of the load and displacement measurement and control unit.

本发明的原理是: Principle of the present invention is:

本发明柔性加载单元通过加载油缸和反力钢绞线对试件施加竖向压力,在这个过程中反力钢绞线有一定弹性伸长,然后通过围压加载单元使试件处于三轴应力条件下;通过冲击加载系统对试件施加冲击荷载,以模拟采空区覆岩断裂导致的应力波对巷道的冲击,由于反力钢绞线为柔性材料,不会像常规刚性立柱一样对冲击荷载造成影响(支撑效应),首次实现了让试件在特定的三轴荷载条件下进一步承受冲击荷载的目标;试件在高应力及冲击扰动条件下破坏,其强度降低并发生一定位移,在这个过程中柔性加载单元中的反力钢绞线瞬间收缩,对试件迅速进行补充加载,即补充能量,模拟了外部围岩对煤岩体的进一步挤压做功; The flexible loading unit of the present invention exerts vertical pressure on the test piece through the loading cylinder and the reaction force steel strand. During this process, the reaction force steel strand has a certain elastic elongation, and then the test piece is placed under triaxial stress through the confining pressure loading unit. Under the conditions; through the impact loading system, the impact load is applied to the specimen to simulate the impact of the stress wave on the roadway caused by the fracture of the overlying rock in the goaf. Since the reaction force steel strand is a flexible material, it will not impact the impact like a conventional rigid column. The impact of the load (support effect) has achieved the goal of allowing the specimen to further withstand the impact load under specific triaxial load conditions for the first time; the specimen is damaged under high stress and impact disturbance conditions, and its strength is reduced and a certain displacement occurs. During this process, the reaction steel strand in the flexible loading unit shrinks instantaneously, and the specimen is quickly supplemented with loading, that is, energy is supplemented, simulating the further extrusion work of the external surrounding rock on the coal and rock mass;

本发明较好的模拟了冲击地压的发生条件,且三轴加载条件尤其适用于模拟回采巷道中发生的重力型冲击地压。 The invention can better simulate the occurrence condition of rock burst, and the triaxial loading condition is especially suitable for simulating the gravity type rock burst in mining roadway.

附图说明 Description of drawings

下面结合附图与具体实施方式对本发明作进一步说明: Below in conjunction with accompanying drawing and specific embodiment the present invention will be further described:

附图1为本发明在安装反力板和反力钢绞线之前的主体结构俯视示意图; Accompanying drawing 1 is the top view schematic diagram of the main structure of the present invention before installation of counter force plate and counter force steel strand;

附图2为本发明所述柔性加载单元主体结构正视示意图。 Figure 2 is a schematic front view of the main structure of the flexible loading unit of the present invention.

具体实施方式 Detailed ways

结合附图1和2,一种冲击地压真三轴模拟试验系统,其特征在于,包括柔性加载单元、围压加载单元和冲击加载单元。 With reference to accompanying drawings 1 and 2, a ground shock compaction triaxial simulation test system is characterized in that it includes a flexible loading unit, a confining pressure loading unit and an impact loading unit.

所述的柔性加载单元,包括底座1、加载油缸2、伺服油源、加载垫板3、反力板4、反力钢绞线5;加载油缸2一端支撑在底座1上,另一端对试件6施加轴向荷载;反力板4左右两侧分别设有用于连接反力钢绞线5的通孔;反力钢绞线5有多条,其中任意一条一端固定在底座上,另一端固定在反力板上,用于对反力板施加反力,并且在反力板4受到冲击时不会产生支撑效应,当试件6破坏时,在弹性作用下瞬间收缩,对试件快速的补充加载;所述的试件6为立方体形,具有中间具有水平的贯穿孔洞或者半截孔洞,试件表面涂有润滑剂,以减小其变形过程中受到的摩擦力。 The flexible loading unit includes a base 1, a loading cylinder 2, a servo oil source, a loading backing plate 3, a reaction plate 4, and a reaction steel strand 5; one end of the loading cylinder 2 is supported on the base 1, and the other end is on the test Part 6 applies an axial load; the left and right sides of the reaction force plate 4 are respectively provided with through holes for connecting the reaction force steel strands 5; there are multiple reaction force steel strands 5, and one end of any one is fixed on the base, It is fixed on the counter force plate and is used to exert counter force on the counter force plate, and it will not produce a supporting effect when the counter force plate 4 is impacted. When the test piece 6 is damaged, it will shrink instantly under the action of elasticity, and it will quickly affect the test piece. Supplementary loading; the test piece 6 is cube-shaped, with a horizontal through hole or a half hole in the middle, and the surface of the test piece is coated with lubricant to reduce the friction force it receives during deformation.

所述的围压加载单元,包括加载框架7、加载垫板8、加载油缸9、伺服油源,加载油缸9固定在加载框架7的四个内侧面上,在伺服油源的驱动下对试件6施加压力。 The confining pressure loading unit includes a loading frame 7, a loading backing plate 8, a loading oil cylinder 9, and a servo oil source. The loading oil cylinder 9 is fixed on the four inner sides of the loading frame 7, and is tested under the drive of the servo oil source. Piece 6 applies pressure.

所述的冲击加载系统,用于给岩样试件施加竖直向的冲击荷载,包括冲击重块、吊臂、提升装置和导向装置,冲击重块的重量和高度均可调节,提升装置固定在吊臂上用于提升冲击重块,导向装置表面标有刻度,用于测量冲击重块的高度,并且可以防止冲击重块下落时发生偏斜。 The impact loading system is used to apply a vertical impact load to the rock sample, including an impact weight, a boom, a lifting device and a guiding device, the weight and height of the impact weight can be adjusted, and the lifting device is fixed It is used to lift the impact weight on the boom, and the surface of the guide device is marked with a scale, which is used to measure the height of the impact weight and prevent the impact weight from deflecting when it falls.

本发明还可以包括测控系统,所述的测控系统用于测量和控制加载油缸施加的荷载和发生的位移,包括荷载和位移测量单元、伺服控制单元;所述荷载和位移测量单元包括设置于三个方向加载机构上的应力传感器和LVDT变位计,用于测量试件不同边界的荷载和位移,并将测量结果传送到伺服控制系统单元;所述伺服控制系统单元包括3个独立的数控单元,根据所述荷载和位移测控单元测量结果分别控制三个方向的荷载和位移。 The present invention may also include a measurement and control system, the measurement and control system is used to measure and control the load applied by the loading oil cylinder and the displacement that occurs, including a load and displacement measurement unit and a servo control unit; the load and displacement measurement unit includes three The stress sensor and LVDT displacement gauge on the loading mechanism in each direction are used to measure the load and displacement of different boundaries of the test piece, and transmit the measurement results to the servo control system unit; the servo control system unit includes 3 independent numerical control units , respectively controlling the load and displacement in three directions according to the measurement results of the load and displacement measurement and control unit.

以上所述实施例,只是本发明较优选的具体的实施方式的一种,本领域的技术人员在本发明技术方案范围内进行的通常变化和替换都应包含在本发明的保护范围内。 The above-described embodiments are only one of the more preferred specific implementation modes of the present invention, and the usual changes and replacements performed by those skilled in the art within the scope of the technical solutions of the present invention shall be included in the protection scope of the present invention.

Claims (3)

1.一种冲击地压真三轴模拟试验系统,其特征在于,包括柔性加载单元、围压加载单元和冲击加载单元; 1. A true triaxial simulation test system for ground shock compaction, comprising a flexible loading unit, a confining pressure loading unit and an impact loading unit; 所述的柔性加载单元,包括底座、加载油缸、伺服油源、加载垫板、反力板、反力钢绞线;加载油缸一端支撑在底座上,另一端对试件施加轴向荷载;反力板左右两侧分别设有通孔;反力钢绞线有多条,其中任意一条一端固定在底座上,另一端固定在反力板上; The flexible loading unit includes a base, a loading oil cylinder, a servo oil source, a loading backing plate, a reaction force plate, and a reaction force steel strand; one end of the loading oil cylinder is supported on the base, and the other end applies an axial load to the test piece; The left and right sides of the force plate are respectively provided with through holes; there are multiple reaction force steel strands, one end of which is fixed on the base, and the other end is fixed on the reaction force plate; 所述的围压加载单元,包括加载框架、加载垫板、加载油缸、伺服油源,加载油缸固定在加载框架的四个内侧面上; The confining pressure loading unit includes a loading frame, a loading pad, a loading cylinder, and a servo oil source, and the loading cylinder is fixed on the four inner surfaces of the loading frame; 所述的冲击加载单元,用于给岩样试件施加竖直向的冲击荷载,包括冲击重块、吊臂、提升装置和导向装置,冲击重块的重量和高度均可调节,提升装置固定在吊臂上用于提升冲击重块,导向装置表面标有刻度。 The impact loading unit is used to apply a vertical impact load to the rock sample, including an impact weight, a boom, a lifting device and a guiding device, the weight and height of the impact weight can be adjusted, and the lifting device is fixed Used to lift the impact weight on the boom, the surface of the guide is marked with a scale. 2.根据权利要求1所述的一种冲击地压真三轴模拟试验系统,其特征在于,所述的试件为立方体形,中间具有水平的贯穿孔洞或者半截孔洞,试件表面涂有润滑剂。 2. A kind of rockburst true triaxial simulation test system according to claim 1, characterized in that, said test piece is in the shape of a cube with a horizontal through hole or a half hole in the middle, and the surface of the test piece is coated with lubricating agent. 3.根据权利要求1所述的一种冲击地压真三轴模拟试验系统,其特征在于包括测控系统,所述的测控系统包括荷载和位移测量单元、伺服控制单元,所述荷载和位移测量单元包括设置于三个方向加载机构上的应力传感器和LVDT变位计,所述伺服控制系统单元包括3个独立的数控单元。 3. The ground shock compaction triaxial simulation test system according to claim 1, characterized in that it comprises a measurement and control system, and the measurement and control system includes a load and displacement measurement unit, a servo control unit, and the load and displacement measurement The unit includes stress sensors and LVDT displacement gauges arranged on the loading mechanism in three directions, and the servo control system unit includes 3 independent numerical control units.
CN201310425462.3A 2013-09-18 2013-09-18 Rock burst true triaxial simulation experiment system Expired - Fee Related CN103471914B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310425462.3A CN103471914B (en) 2013-09-18 2013-09-18 Rock burst true triaxial simulation experiment system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310425462.3A CN103471914B (en) 2013-09-18 2013-09-18 Rock burst true triaxial simulation experiment system

Publications (2)

Publication Number Publication Date
CN103471914A true CN103471914A (en) 2013-12-25
CN103471914B CN103471914B (en) 2015-09-30

Family

ID=49796855

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310425462.3A Expired - Fee Related CN103471914B (en) 2013-09-18 2013-09-18 Rock burst true triaxial simulation experiment system

Country Status (1)

Country Link
CN (1) CN103471914B (en)

Cited By (30)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103969107A (en) * 2014-05-06 2014-08-06 广西大学 High-pressure servo dynamic true triaxial testing machine
CN104344997A (en) * 2014-11-04 2015-02-11 同济大学 Passive type restraint loading device for triaxial test
CN104374655A (en) * 2014-11-30 2015-02-25 湖南科技大学 Impact disturbance surrounding rock testing equipment
CN104390859A (en) * 2014-11-18 2015-03-04 山东科技大学 True triaxial simulation test device for three-directional rigid loading impact ground pressure
CN104614244A (en) * 2015-02-13 2015-05-13 武汉科技大学 High-stress roadway stability similarity simulation test device and method
CN105043903A (en) * 2015-06-26 2015-11-11 黑龙江科技大学 Rock burst/rock explosion analog simulation energy storage-time tank device
CN106338439A (en) * 2015-07-09 2017-01-18 核工业北京地质研究院 True triaxial rock mechanical property testing device
CN106442143A (en) * 2016-10-10 2017-02-22 青岛科技大学 A kind of soft rock simulation roadway engineering model experimental device
CN106525595A (en) * 2016-10-26 2017-03-22 中国科学院武汉岩土力学研究所 Method capable of conducting true or false triaxial test
CN106769548A (en) * 2016-12-09 2017-05-31 重庆大学 There is bump simulation test device and its method in coal seam with gas
CN107561246A (en) * 2017-09-29 2018-01-09 中冶交通建设集团有限公司 A kind of slope model test device
CN107589026A (en) * 2017-09-05 2018-01-16 辽宁工程技术大学 A kind of bump analogue means and wireless data acquisition system
CN107764714A (en) * 2017-10-13 2018-03-06 北京宇心科技有限公司 A kind of axle pressure loading device and heat flow piercement device
CN108106940A (en) * 2018-01-05 2018-06-01 华侨大学 A kind of triaxial tests instrument test specimen apparatus for measuring quality
CN108507863A (en) * 2018-04-09 2018-09-07 龙岩学院 A kind of charging assembly and its pressure experimental device
CN108519277A (en) * 2018-04-09 2018-09-11 龙岩学院 An impact component and its pressure test device
CN108535126A (en) * 2018-05-07 2018-09-14 洛阳理工学院 A kind of test model and test method of simulation deep tunnel Blasting Excavation
CN108918284A (en) * 2018-07-25 2018-11-30 重庆大学 A kind of visualization true triaxial experimental provision
CN109141518A (en) * 2018-07-10 2019-01-04 中国矿业大学(北京) A kind of big stage afterwards filling body unstable failure test device of unilateral exposure and method
CN109269904A (en) * 2018-10-10 2019-01-25 辽宁工程技术大学 A kind of coal and rock multi- scenarios method integration experimental rig based on drilling cuttings method
CN109490085A (en) * 2018-12-24 2019-03-19 山东科技大学 A kind of rock impact loads-unloads confining pressure mechanical test system and its application method
WO2019223389A1 (en) * 2018-12-24 2019-11-28 山东科技大学 Tunnel surrounding rock support strength test apparatus and strength determination method
CN110780056A (en) * 2019-11-18 2020-02-11 四川农业大学 Test device and use method for simulating active faults on tunnel damage mechanism
CN111157372A (en) * 2020-02-17 2020-05-15 北京科技大学 Drop hammer impact test system and method for simulating engineering rock mass layer cracking instability process
CN111366472A (en) * 2020-03-31 2020-07-03 北京爱新能智科技有限公司 True triaxial hydraulic fracturing physical simulation equipment and method for variable core size
CN112461669A (en) * 2020-11-10 2021-03-09 中国矿业大学 Experimental method and device for dynamic disaster of rock burst in roadway excavation
CN112964569A (en) * 2021-02-19 2021-06-15 河南城建学院 Full-automatic temperature control true triaxial apparatus
CN113984553A (en) * 2021-10-26 2022-01-28 中煤科工开采研究院有限公司 Energy calculation method based on coal rock mass impact failure process under true triaxial test condition
CN115235894A (en) * 2022-07-22 2022-10-25 清华大学 A force loading device
CN117110093A (en) * 2022-12-07 2023-11-24 天津大学 A mechanical testing device and testing method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107436279A (en) * 2016-05-27 2017-12-05 中国石油化工股份有限公司 The axle rock permeability evaluating apparatus of high temperature three

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10239229A (en) * 1997-02-26 1998-09-11 Sumitomo Metal Ind Ltd High-pressure, high-speed three-axis test equipment and specimen holding jig
CN202101910U (en) * 2011-06-10 2012-01-04 中国矿业大学 Triaxial impact dynamic load and dead load combined tester
CN102636398A (en) * 2012-03-31 2012-08-15 中国矿业大学(北京) Experiment method for simulating impact type rock burst
CN202582865U (en) * 2012-06-11 2012-12-05 海洋王(东莞)照明科技有限公司 A shock resistance test device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10239229A (en) * 1997-02-26 1998-09-11 Sumitomo Metal Ind Ltd High-pressure, high-speed three-axis test equipment and specimen holding jig
CN202101910U (en) * 2011-06-10 2012-01-04 中国矿业大学 Triaxial impact dynamic load and dead load combined tester
CN102636398A (en) * 2012-03-31 2012-08-15 中国矿业大学(北京) Experiment method for simulating impact type rock burst
CN202582865U (en) * 2012-06-11 2012-12-05 海洋王(东莞)照明科技有限公司 A shock resistance test device

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
吴伟衡等: "钢绞线锚杆横梁反力装置在桩基静载试验中的应用", 《广东土木与建筑》, no. 7, 31 July 2003 (2003-07-31), pages 3 - 6 *

Cited By (44)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103969107B (en) * 2014-05-06 2016-04-20 广西大学 High pressure servo moves true triaxial test machine
CN103969107A (en) * 2014-05-06 2014-08-06 广西大学 High-pressure servo dynamic true triaxial testing machine
CN104344997A (en) * 2014-11-04 2015-02-11 同济大学 Passive type restraint loading device for triaxial test
CN104390859A (en) * 2014-11-18 2015-03-04 山东科技大学 True triaxial simulation test device for three-directional rigid loading impact ground pressure
CN104374655B (en) * 2014-11-30 2016-08-31 湖南科技大学 A kind of shock vibration country rock testing equipment
CN104374655A (en) * 2014-11-30 2015-02-25 湖南科技大学 Impact disturbance surrounding rock testing equipment
CN104614244A (en) * 2015-02-13 2015-05-13 武汉科技大学 High-stress roadway stability similarity simulation test device and method
CN104614244B (en) * 2015-02-13 2017-04-12 武汉科技大学 High-stress roadway stability similarity simulation test device and method
CN105043903A (en) * 2015-06-26 2015-11-11 黑龙江科技大学 Rock burst/rock explosion analog simulation energy storage-time tank device
CN105043903B (en) * 2015-06-26 2017-07-04 黑龙江科技大学 A kind of bump/rock burst analog simulation energy storage time tank arrangement
CN106338439A (en) * 2015-07-09 2017-01-18 核工业北京地质研究院 True triaxial rock mechanical property testing device
CN106442143A (en) * 2016-10-10 2017-02-22 青岛科技大学 A kind of soft rock simulation roadway engineering model experimental device
CN106525595B (en) * 2016-10-26 2019-06-14 中国科学院武汉岩土力学研究所 A method for true and false triaxial test
CN106525595A (en) * 2016-10-26 2017-03-22 中国科学院武汉岩土力学研究所 Method capable of conducting true or false triaxial test
CN106769548A (en) * 2016-12-09 2017-05-31 重庆大学 There is bump simulation test device and its method in coal seam with gas
CN107589026B (en) * 2017-09-05 2020-09-11 辽宁工程技术大学 A shock ground pressure simulation device
CN107589026A (en) * 2017-09-05 2018-01-16 辽宁工程技术大学 A kind of bump analogue means and wireless data acquisition system
CN107561246A (en) * 2017-09-29 2018-01-09 中冶交通建设集团有限公司 A kind of slope model test device
CN107764714A (en) * 2017-10-13 2018-03-06 北京宇心科技有限公司 A kind of axle pressure loading device and heat flow piercement device
CN107764714B (en) * 2017-10-13 2019-11-15 北京宇心科技有限公司 An axial pressure loading device and a heat-fluid-solid coupling device
CN108106940A (en) * 2018-01-05 2018-06-01 华侨大学 A kind of triaxial tests instrument test specimen apparatus for measuring quality
CN108519277A (en) * 2018-04-09 2018-09-11 龙岩学院 An impact component and its pressure test device
CN108519277B (en) * 2018-04-09 2020-09-11 龙岩学院 An impact component and its pressure test device
CN108507863A (en) * 2018-04-09 2018-09-07 龙岩学院 A kind of charging assembly and its pressure experimental device
CN108507863B (en) * 2018-04-09 2020-09-11 龙岩学院 A loading assembly and its pressure test device
CN108535126A (en) * 2018-05-07 2018-09-14 洛阳理工学院 A kind of test model and test method of simulation deep tunnel Blasting Excavation
CN109141518A (en) * 2018-07-10 2019-01-04 中国矿业大学(北京) A kind of big stage afterwards filling body unstable failure test device of unilateral exposure and method
CN108918284A (en) * 2018-07-25 2018-11-30 重庆大学 A kind of visualization true triaxial experimental provision
CN109269904A (en) * 2018-10-10 2019-01-25 辽宁工程技术大学 A kind of coal and rock multi- scenarios method integration experimental rig based on drilling cuttings method
CN109490085A (en) * 2018-12-24 2019-03-19 山东科技大学 A kind of rock impact loads-unloads confining pressure mechanical test system and its application method
JP2020525786A (en) * 2018-12-24 2020-08-27 山東科技大学 Bearing strength test device and strength determination method for rock around a certain (mine) tunnel
WO2019223389A1 (en) * 2018-12-24 2019-11-28 山东科技大学 Tunnel surrounding rock support strength test apparatus and strength determination method
CN110780056A (en) * 2019-11-18 2020-02-11 四川农业大学 Test device and use method for simulating active faults on tunnel damage mechanism
CN111157372A (en) * 2020-02-17 2020-05-15 北京科技大学 Drop hammer impact test system and method for simulating engineering rock mass layer cracking instability process
CN111157372B (en) * 2020-02-17 2023-05-12 北京科技大学 Drop hammer impact test system and method for simulating cracking instability process of engineering rock mass layer
CN111366472A (en) * 2020-03-31 2020-07-03 北京爱新能智科技有限公司 True triaxial hydraulic fracturing physical simulation equipment and method for variable core size
CN111366472B (en) * 2020-03-31 2022-10-21 北京爱新能智科技有限公司 True triaxial hydraulic fracturing physical simulation equipment and method for variable core size
CN112461669B (en) * 2020-11-10 2021-09-07 中国矿业大学 An experimental method and device for dynamic disaster of roadway excavation
CN112461669A (en) * 2020-11-10 2021-03-09 中国矿业大学 Experimental method and device for dynamic disaster of rock burst in roadway excavation
CN112964569A (en) * 2021-02-19 2021-06-15 河南城建学院 Full-automatic temperature control true triaxial apparatus
CN113984553A (en) * 2021-10-26 2022-01-28 中煤科工开采研究院有限公司 Energy calculation method based on coal rock mass impact failure process under true triaxial test condition
CN115235894A (en) * 2022-07-22 2022-10-25 清华大学 A force loading device
CN117110093A (en) * 2022-12-07 2023-11-24 天津大学 A mechanical testing device and testing method
CN117110093B (en) * 2022-12-07 2024-05-10 天津大学 Mechanical test device and test method

Also Published As

Publication number Publication date
CN103471914B (en) 2015-09-30

Similar Documents

Publication Publication Date Title
CN103471914B (en) Rock burst true triaxial simulation experiment system
CN103471942B (en) Uniaxial impact ground pressure simulation test system and application method of impact ground pressure uniaxial simulation test system
CN104390859B (en) Three-dimensional rigidly loads bump true triaxial simulation test device
CN109490085B (en) A rock impact loading-unloading confining pressure test system and its use method
CN204405454U (en) Rock burst true triaxial simulation test device
CN104374655B (en) A kind of shock vibration country rock testing equipment
CN205301062U (en) A horizontal loading device for simulation test is experimental
CN103471941B (en) Anchor rod shock resistance simulation test system
US20230393027A1 (en) True three-dimensional physical simulation system for influence of fault movement on tunnel operation and test method
CN109142067B (en) Experimental method and device for stress wave propagation in rock-like material under gradient static stress
Xiao et al. A stability study of goaf based on mechanical properties degradation of rock caused by rheological and disturbing loads
CN112461670B (en) A static and dynamic loading test machine and method for simulating underground tunnel excavation and drilling operations
WO2024011651A1 (en) Large three-dimensional physical simulation experiment system for whole process of deep engineering rock burst development
CN204269492U (en) A kind of impact disturbance surrounding rock test equipment
Bucher et al. Large scale field tests of high‐tensile steel wire mesh in combination with dynamic rockbolts subjected to rockburst loading
CN102043018B (en) Three-dimensional loading simulation test device for tunnel boring machine
CN105043852B (en) A kind of function loading device tested suitable for mine laneway analog simulation
CN110261234A (en) Crack rock absciss layer support with bolting simulation test device and method
CN106017842A (en) Test device for simulating anchor rod impact failure under tectonic stress influence
CN105372118A (en) Cylindrical test specimen lateral dynamic uniform distribution load testing apparatus
CN105043903B (en) A kind of bump/rock burst analog simulation energy storage time tank arrangement
CN103471801B (en) Deep-buried tunnel rock burst simulation test system and testing method thereof
CN113447365A (en) Waveform loading type coal body creep impact disturbance loading device and test method
CN110426289A (en) The experimental rig and method that hole wall loads under the conditions of a kind of simulation in-situ stress
CN103837416A (en) Loading and unloading test device for simulating stress state of deep rock mass

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150930

Termination date: 20190918