CN207051116U - A kind of mine support material mechanical performance comprehensive test device - Google Patents
A kind of mine support material mechanical performance comprehensive test device Download PDFInfo
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- 238000012360 testing method Methods 0.000 title claims abstract description 82
- 239000000463 material Substances 0.000 title claims abstract description 17
- 238000010008 shearing Methods 0.000 claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims description 23
- 239000010959 steel Substances 0.000 claims description 23
- 239000010720 hydraulic oil Substances 0.000 claims description 13
- 230000006835 compression Effects 0.000 claims description 6
- 238000007906 compression Methods 0.000 claims description 6
- 238000004873 anchoring Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 8
- 238000006073 displacement reaction Methods 0.000 description 7
- 238000009864 tensile test Methods 0.000 description 6
- 230000009471 action Effects 0.000 description 4
- 238000005259 measurement Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000002131 composite material Substances 0.000 description 3
- 238000001514 detection method Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 238000013500 data storage Methods 0.000 description 1
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- 230000009916 joint effect Effects 0.000 description 1
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 238000011056 performance test Methods 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
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Abstract
本实用新型涉及矿山支护材料力学性能综合测试装置,可有效解决目前试验设备无法对锚杆抗剪性能综合测试的问题,其解决的技术方案是,垂向加载装置包括底座、上横梁与四立柱构成的刚性加载框架,底座与上横梁之间由四立柱支撑连接,垂向伺服作动器放置于上横梁上,垂向伺服作动器的活塞杆连接拉伸传感器,拉伸传感器连接夹头导向架和夹头,横向剪切装置由水平加载支架、水平移动导轨、剪切伺服油缸和剪切附具构成,水平加载支架上设有水平移动导轨,本实用新型结构新颖合理,效果好,增大了其测量工作范围,用途广,且简单易操作,是矿山支护材料力学性能综合测试装置的一大创新。
The utility model relates to a comprehensive test device for the mechanical properties of mine support materials, which can effectively solve the problem that current test equipment cannot comprehensively test the shear performance of anchor rods. The technical solution is that the vertical loading device includes a base, an upper beam and four A rigid loading frame composed of uprights, the base and the upper beam are supported and connected by four uprights, the vertical servo actuator is placed on the upper beam, the piston rod of the vertical servo actuator is connected to the tension sensor, and the tension sensor is connected to the clamp The head guide frame and the collet, the transverse shearing device are composed of a horizontal loading bracket, a horizontal moving guide rail, a shearing servo cylinder and a shearing attachment. The horizontal loading bracket is provided with a horizontal moving guide rail. The utility model has a novel and reasonable structure and good effect , which increases its measuring range, is widely used, and is simple and easy to operate. It is a great innovation in the comprehensive testing device for the mechanical properties of mine support materials.
Description
技术领域technical field
本实用新型涉及矿山支护领域,特别是一种矿山支护材料力学性能综合测试装置。The utility model relates to the field of mine support, in particular to a comprehensive testing device for the mechanical properties of mine support materials.
背景技术Background technique
随着矿山开采条件日趋复杂,巷道普遍采用以锚网支护为基础的多种联合支护形式,但效果一般。究其原因,(1)矿井进入深部开采后,矿井巷道支护材料井下所受的力学状态变得越来越复杂。在锚网支护系统中,锚杆(索)不仅受拉/压应力作用,而且受剪切应力作用,锚杆(索)变形破坏很大程度上是由于受剪切作用的结果,而国内检测设备不具有拉剪力学性能测试,尤其是锚固状态下的抗剪切性能;(2)锚网支护系统构件及棚式支护系统构件的合理匹配性存在严重缺陷,对系统构件相互作用的力学性能不明确;(3)深部巷道受高应力的作用,必然需要高强度的支护材料,目前国内缺乏相关的大吨位的测试装置。因此,研制一种矿山支护材料力学性能综合测试装置势在必行。With the increasingly complex mining conditions, various joint support forms based on anchor net support are generally used in the roadway, but the effect is mediocre. The reasons are as follows: (1) After the mine enters deep mining, the mechanical state of the mine roadway supporting materials becomes more and more complicated. In the anchor net support system, the anchor rod (cable) is not only subjected to tensile/compressive stress, but also shear stress, and the deformation and failure of the anchor rod (cable) is largely due to the result of shearing. The testing equipment does not have tensile-shear mechanical performance test, especially the shear performance under the anchored state; (2) There are serious defects in the rational matching of anchor-mesh support system components and shed-type support system components, which affects the interaction of system components. (3) The deep roadway is subject to high stress, so it must need high-strength support materials. At present, there is a lack of relevant large-tonnage testing devices in China. Therefore, it is imperative to develop a comprehensive testing device for the mechanical properties of mine support materials.
发明内容Contents of the invention
针对上述情况,为解决现有技术之缺陷,本实用新型之目的就是提供一种矿山支护材料力学性能综合测试装置,可有效解决目前试验设备无法对锚杆抗剪性能综合测试,使其同时实现对锚杆(索)的拉伸、剪切和锚固体拉剪性能的测试、U型钢支架的抗压性能测试,以及矿山支护构件力学测试的问题。In view of the above situation, in order to solve the defects of the prior art, the purpose of this utility model is to provide a comprehensive test device for the mechanical properties of mine support materials, which can effectively solve the problem that the current test equipment cannot comprehensively test the shear performance of anchor rods, so that it can simultaneously Realize the testing of tensile and shearing properties of anchor rods (cables), tensile and shearing properties of anchors, compression performance testing of U-shaped steel brackets, and mechanical testing of mine support components.
本实用新型解决的技术方案是,包括垂向加载装置、横向剪切装置和控制装置,垂向加载装置包括底座、上横梁与四立柱构成的刚性加载框架,底座与上横梁之间由四立柱支撑连接,垂向伺服作动器放置于上横梁上,垂向伺服作动器的活塞杆连接拉伸传感器,拉伸传感器连接夹头导向架和夹头,横向剪切装置由水平加载支架、水平移动导轨、剪切伺服油缸和剪切附具构成,水平加载支架上设有水平移动导轨,剪切附具、剪切传感器和剪切伺服油缸依次连接组装在一起,通过装在剪切附具上的滑轮和装在水平移动支架上的移动导轨固定在水平移动支架的上方,拉伸传感器、剪切传感器经导线与控制装置的主机相连,垂向伺服作动器与控制装置的液压油源相连。The technical scheme solved by the utility model is to include a vertical loading device, a transverse shearing device and a control device. The vertical loading device includes a rigid loading frame composed of a base, an upper beam and four columns, and four columns are arranged between the base and the upper beam. The support connection, the vertical servo actuator is placed on the upper beam, the piston rod of the vertical servo actuator is connected to the tension sensor, the tension sensor is connected to the chuck guide frame and the chuck, and the transverse shearing device is composed of a horizontal loading bracket, The horizontal moving guide rail, the shearing servo cylinder and the shearing attachment are composed of a horizontal moving guide rail on the horizontal loading bracket, and the shearing attachment, the shearing sensor and the shearing servo cylinder are connected and assembled in sequence. The pulley on the tool and the moving guide rail mounted on the horizontal moving bracket are fixed above the horizontal moving bracket. The tension sensor and shear sensor are connected to the main engine of the control device through wires, and the vertical servo actuator is connected to the hydraulic oil source of the control device. connected.
本实用新型结构新颖合理,效果好,增大了其测量工作范围,测试装置可以进行锚杆抗拉检测、支护构件力学试验、锚杆(索)及锚固体抗剪试验、复合应力下(拉剪作用)锚杆(索)及锚固体力学性能检测等科研活动;测试装置通过高精度负荷传感器进行测量力,专用控制系统控制试验过程,通过数据线导入计算机,显示出试验力及试验曲线,按试验方法的要求自动处理试验数据;同时可显示多种试验曲线:试验力-位移、试验力-时间、试验力-位移(变形)等,用途广,且简单易操作,是矿山支护材料力学性能综合测试装置的一大创新。The utility model has a novel and reasonable structure, good effect, and increases the working range of its measurement. The test device can carry out tensile testing of anchor rods, mechanical tests of supporting components, shear tests of anchor rods (cables) and anchors, and composite stress ( Tension-shear action) Anchor (cable) and anchor body mechanical performance testing and other scientific research activities; the test device measures the force through a high-precision load sensor, and the test process is controlled by a special control system, which is imported into the computer through the data line to display the test force and test curve. , automatically process the test data according to the requirements of the test method; at the same time, it can display a variety of test curves: test force-displacement, test force-time, test force-displacement (deformation), etc. It is a great innovation of comprehensive testing device for mechanical properties of materials.
附图说明Description of drawings
图1为本实用新型的结构示意图。Fig. 1 is the structural representation of the utility model.
图2为本实用新型图1的正视图。Fig. 2 is the front view of Fig. 1 of the utility model.
图3为本实用新型图1的侧视图。Fig. 3 is a side view of Fig. 1 of the present utility model.
图4为本实用新型图1的俯视图。Fig. 4 is a top view of Fig. 1 of the present utility model.
图5为本实用新型的横向剪切装置(锚杆(索)及锚固体抗剪试验装置)立体图。Fig. 5 is a perspective view of the transverse shear device (anchor rod (cable) and anchor shear test device) of the present invention.
图6为本实用新型的垂向加载装置(锚杆抗拉检测及支护构件力学试验装置)立体图。Fig. 6 is a perspective view of the vertical loading device (bolt tension detection and support member mechanics test device) of the present utility model.
图7为本实用新型的控制装置立体图。Fig. 7 is a perspective view of the control device of the present invention.
具体实施方式detailed description
以下结合附图对本实用新型的具体实施方式作进一步详细说明。The specific embodiments of the present utility model will be described in further detail below in conjunction with the accompanying drawings.
由图1-7给出,本实用新型包括垂向加载装置、横向剪切装置和控制装置,垂向加载装置包括底座15、上横梁2与四立柱4构成的刚性加载框架,底座15与上横梁2之间由四立柱4支撑连接,垂向伺服作动器1放置于上横梁2上,垂向伺服作动器1的活塞杆连接拉伸传感器3,拉伸传感器3连接夹头导向架5和夹头6,拉伸传感器3直接测试垂向试验力,用于锚杆(索)组件的拉伸及支护构件力学试验;横向剪切装置由水平加载支架21、水平移动导轨20、剪切伺服油缸19和剪切附具17构成,水平加载支架21上设有水平移动导轨20,剪切附具17、剪切传感器18和剪切伺服油缸19依次连接组装在一起,移动导轨20固定在水平移动支架21的上方,滑轮23可以在移动导轨20上进行滑动,拉伸传感器3、剪切传感器18经导线与控制装置的主机25相连,垂向伺服作动器1与控制装置的液压油源26相连。Given by Fig. 1-7, the utility model comprises vertical loading device, lateral shearing device and control device, and vertical loading device comprises the rigid loading frame that base 15, upper beam 2 and four columns 4 constitute, base 15 and upper The beams 2 are supported and connected by four columns 4, the vertical servo actuator 1 is placed on the upper beam 2, the piston rod of the vertical servo actuator 1 is connected to the tensile sensor 3, and the tensile sensor 3 is connected to the chuck guide frame 5 and chuck 6, the tensile sensor 3 directly tests the vertical test force, which is used for the tension of the anchor rod (cable) assembly and the mechanical test of the support member; the transverse shear device consists of a horizontal loading bracket 21, a horizontal moving guide rail 20, The shearing servo cylinder 19 and the shearing attachment 17 are formed, the horizontal loading bracket 21 is provided with a horizontal moving guide rail 20, the shearing attachment 17, the shearing sensor 18 and the shearing servo cylinder 19 are sequentially connected and assembled together, and the moving guide rail 20 Fixed on the top of the horizontal mobile support 21, the pulley 23 can slide on the mobile guide rail 20, the tension sensor 3 and the shear sensor 18 are connected to the main frame 25 of the control device through wires, and the vertical servo actuator 1 is connected to the control device. The hydraulic oil source 26 is connected.
为了保证使用效果,所述的垂向加载装置(即锚杆抗拉检测及支护构件力学试验装置)的高度为4270mm,长度为3200mm,宽度为1075mm,其垂向伺服作动器1的型号为WAW-1500/1000J,能够提供最大拉伸力1000kN,最大压缩力1500kN;拉伸锚杆组件最大间距1500mm,试验速度范围为0.5-100mm/min;夹头导向架5和夹头6位于四个立柱4的内部,以保证夹头6能够实现垂直方向上的移动,夹头6的尺寸为厚度257mm,高度600mm,长度750mm;两个夹头6的最近的部位在最大拉伸量程下距离为1200mm;底座15位于四根立柱4的下部,尺寸为高度320mm,厚度300mm,长度3200mm,夹头6上设有两个拉伸附具7。In order to ensure the effect of use, the height of the vertical loading device (that is, the tensile testing device for the anchor rod and the mechanical testing device for the support member) is 4270mm, the length is 3200mm, and the width is 1075mm. The model of the vertical servo actuator 1 is It is WAW-1500/1000J, capable of providing a maximum tensile force of 1000kN and a maximum compressive force of 1500kN; the maximum distance between tensile anchor components is 1500mm, and the test speed range is 0.5-100mm/min; the chuck guide frame 5 and chuck 6 are located on four The inside of a column 4, to ensure that the chuck 6 can move in the vertical direction, the size of the chuck 6 is 257mm in thickness, 600mm in height, and 750mm in length; the distance between the nearest parts of the two chucks 6 under the maximum tensile range is 1200mm; the base 15 is located at the bottom of the four uprights 4, and the size is 320mm in height, 300mm in thickness, and 3200mm in length, and two stretching accessories 7 are arranged on the chuck 6.
所述的垂向加载装置的底座15两侧设有挡块14,挡块14尺寸为高度170mm,长度210mm,宽度170mm;远离四立柱4的挡块14一侧在底座15上设有靠板12,靠板12高度1820mm,长度3200mm;挡块14之间设有三段U型钢10通过两个U型钢卡箍9连接或四段U型钢10通过三个U型钢卡箍9连接的弧形体,弧形体最高点连接有压缩附具8,U型钢10上设有位于靠板12的左上部位和右上部位的限位块13,并按一定的弧度进行排列,尺寸为直径85mm,长度170mm;U型钢10(支护构件试验零件)的最大跨度为2860mm,高度1500mm;靠板12、限位块13和挡块14的作用是固定U型钢10支护构件的位置;将锚固托盘放在水平移动导轨20的端部,即在夹头6的下方,可以测量托盘相应的抗压性能。Both sides of the base 15 of the vertical loading device are provided with stoppers 14, and the size of the stoppers 14 is 170 mm in height, 210 mm in length, and 170 mm in width; the side of the stopper 14 away from the four columns 4 is provided with a backing plate on the base 15 12. The height of the backing plate 12 is 1820mm, and the length is 3200mm; between the stoppers 14, there is an arc body with three sections of U-shaped steel 10 connected by two U-shaped steel clamps 9 or four sections of U-shaped steel 10 connected by three U-shaped steel clamps 9 , the highest point of the arc body is connected with a compression accessory 8, and the U-shaped steel 10 is provided with a limit block 13 located at the upper left and upper right parts of the backing plate 12, and arranged according to a certain arc, the size is 85mm in diameter and 170mm in length ; The maximum span of U-shaped steel 10 (support component test part) is 2860mm, and the height is 1500mm; The end of the guide rail 20 is moved horizontally, that is, below the chuck 6, so that the corresponding compressive performance of the pallet can be measured.
所述的横向剪切装置(即锚杆(索)及锚固体抗剪试验装置),其高度为1100mm,长度为1800mm,宽度为860mm;剪切伺服油缸19所能提供最大横向剪切试验力1000kN,试验速度为0.5-100 mm/min;剪切附具17内固定有剪切传感器18,剪切传感器18与剪切伺服油缸19相连,横向剪切装置两侧装有滑轮23,每侧有两个滑轮23,滑轮23置于固定在水平移动支架21上的水平移动导轨20内,即可实现在水平移动支架上进行水平移动;锚固体22与锚杆(索)16组成的试验零件经剪切附具17固定。The transverse shearing device (i.e. the anchor rod (cable) and the anchor shear test device) has a height of 1100mm, a length of 1800mm, and a width of 860mm; the shear servo cylinder 19 can provide the maximum transverse shear test force 1000kN, the test speed is 0.5-100 mm/min; the shear sensor 18 is fixed inside the shear attachment 17, the shear sensor 18 is connected with the shear servo cylinder 19, and pulleys 23 are installed on both sides of the transverse shear device, each side There are two pulleys 23, and the pulleys 23 are placed in the horizontal movement guide rail 20 fixed on the horizontal movement support 21, so that the horizontal movement on the horizontal movement support can be realized; the test part composed of the anchor body 22 and the anchor rod (cable) 16 It is fixed by shearing attachment 17.
所述的控制装置高1100mm,长1500mm,宽600mm,包括主机25、液压油源26和控制柜27,就是将用于数据处理的计算机24和提供动力的液压油源26组合在控制柜27上;控制柜27的内部放置有主机25和液压油源26,主机25与液压油源26均经导线与显示器24相连,通过主机25、显示器24、液压油源26来控制拉伸试验所施加的拉力、支护构件力学试验所施加的压力以及锚杆(索)及锚固体所施加的剪切力,同时主机25、显示器24可以对检测到的数据进行记录并绘制相应性能曲线。The control device is 1100mm high, 1500mm long, and 600mm wide, including a main engine 25, a hydraulic oil source 26, and a control cabinet 27, which is to combine a computer 24 for data processing and a hydraulic oil source 26 that provides power on the control cabinet 27. The inside of control cabinet 27 is placed with main frame 25 and hydraulic oil source 26, and main frame 25 and hydraulic oil source 26 all link to each other with display 24 through lead wire, control tensile test imposed by main frame 25, display 24, hydraulic oil source 26 The tensile force, the pressure applied by the mechanical test of the support member, and the shear force applied by the anchor rod (cable) and the anchor body. At the same time, the host 25 and the display 24 can record the detected data and draw the corresponding performance curve.
本实用新型的工作情况是:在进行矿山支护材料力学性能综合测试时,先将整个装置固定在进行特殊处理过的地基上面;锚杆抗拉试验装置是将垂向伺服作动器1通过螺栓固定在上横梁2的上方,并通过立柱4给予垂向伺服作动器1和上横梁2提供支持力,拉伸传感器3与夹头6通过夹头导向架5进行链接,夹头6在垂向伺服作动器1和拉伸传感器3的共同作用下,可以实现垂直方向上的移动,当锚杆11利用夹头6和拉伸附具7固定其位置,可以实现锚杆11抗拉检测,垂向位移测量范围500mm;支护构件力学试验装置是当三段U型钢10通过两个U型钢卡箍9连接或四段U型钢10通过三个U型钢卡箍9连接,靠板12、限位块13与挡块14固定其位置,夹头6通过压缩附具8向U型钢提供垂直方向上的压力,就可以实现支护构件力学试验,可以检测U型钢10与U型钢卡箍9之间的连接质量,同时测量U型钢10和U型钢卡箍9的性能,另外将锚固托盘放在水平移动导轨20的端部,即在夹头6的下方,可以测量托盘相应的抗压缩性能;锚杆(索)及锚固体抗剪试验装置,将制作好的锚固体22与锚杆(索)16通过剪切附具17对其进行固定,剪切传感器18在剪切伺服油缸19的作用下,通过滑轮23使其在水平移动导轨20上可以实现水平移动,此时剪切附具17的上方部分和下方部分是固定的,中间部分可以在剪切伺服油缸19的作用下,实现水平方向上的移动,启动剪切伺服油缸19后,从而在锚固体22与锚杆(索)16组成的试验块中部提供水平方向上的剪切力,实现锚杆(索)16及锚固体22的剪切试验,整个剪切试验装置通过水平加载支架21提供支持力,横向位移测量范围100mm;复合应力下(拉伸试验和剪切试验共同作用下)锚杆(索)及锚固体力学性能检测装置就是对锚固体22与锚杆(索)16组成的试验构件中的锚杆(索)16通过夹头6和拉伸附具7固定位置,锚杆(索)16通过垂向伺服作动器1施加垂直方向的拉力,锚固体22利用剪切附具17固定位置,锚固体22通过剪切伺服油缸19施加水平方向的剪切力,从而实现复合应力下(拉剪作用)锚杆(索)及锚固体力学性能检测;控制系统就是将用于数据处理的计算机和提供动力的液压油源26组合在控制柜27上;其中,主机25和液压油源26位于控制柜27的内部,通过主机25、显示器24组成的计算机来控制拉伸试验所施加的拉力、支护构件力学试验所施加的压力以及锚杆(索)及锚固体所施加的剪切力,同时计算机可以对检测到的数据进行记录并绘制相应性能曲线,从而达到相应的试验试件的性能检测。The working condition of the utility model is: when carrying out the comprehensive test of the mechanical properties of the mine support material, the whole device is first fixed on the ground which has been specially treated; the bolt tensile test device is to pass the vertical servo actuator 1 Bolts are fixed above the upper beam 2, and provide support for the vertical servo actuator 1 and the upper beam 2 through the column 4. The tension sensor 3 and the chuck 6 are linked through the chuck guide frame 5, and the chuck 6 is in the Under the joint action of the vertical servo actuator 1 and the tensile sensor 3, the movement in the vertical direction can be realized. When the anchor rod 11 is fixed in position by the chuck 6 and the tensile attachment 7, the tensile resistance of the anchor rod 11 can be realized. Detection, the vertical displacement measurement range is 500mm; the supporting member mechanical test device is when three sections of U-shaped steel 10 are connected by two U-shaped steel clamps 9 or four sections of U-shaped steel 10 are connected by three U-shaped steel clamps 9, and the support plate 12 1. The position of the limit block 13 and the stopper 14 is fixed, and the chuck 6 provides vertical pressure to the U-shaped steel through the compression attachment 8, so that the mechanical test of the support member can be realized, and the U-shaped steel 10 and the U-shaped steel clamp can be detected. 9, measure the performance of U-shaped steel 10 and U-shaped steel clamp 9 at the same time, in addition, place the anchor pallet on the end of the horizontally moving guide rail 20, that is, under the chuck 6, and measure the corresponding compression resistance of the pallet Performance: Anchor rod (cable) and anchor body shear test device, the prepared anchor body 22 and anchor rod (cable) 16 are fixed by shear attachment 17, and shear sensor 18 is in shear servo cylinder 19 Under the action of the pulley 23, it can move horizontally on the horizontal moving guide rail 20. At this time, the upper part and the lower part of the shearing attachment 17 are fixed, and the middle part can be under the action of the shearing servo cylinder 19. Realize the movement in the horizontal direction, and start the shear servo cylinder 19, so as to provide the shear force in the horizontal direction in the middle of the test block composed of the anchor body 22 and the anchor rod (cable) 16, and realize the anchor rod (cable) 16 and the anchorage The shear test of the body 22, the whole shear test device provides support force through the horizontal loading bracket 21, and the lateral displacement measurement range is 100mm; The mechanical performance testing device is to fix the position of the anchor rod (cable) 16 in the test member composed of the anchor body 22 and the anchor rod (cable) 16 through the chuck 6 and the tensile attachment 7, and the anchor rod (cable) 16 passes through the vertical The servo actuator 1 applies a vertical pulling force, the anchor 22 uses the shear attachment 17 to fix the position, and the anchor 22 applies a horizontal shearing force through the shearing servo cylinder 19, so as to achieve composite stress (tension-shear effect) Anchor rod (cable) and anchor body mechanical performance testing; the control system is to combine the computer used for data processing and the hydraulic oil source 26 providing power on the control cabinet 27; wherein, the host computer 25 and the hydraulic oil source 26 are located in the control cabinet 27 Inside, the computer composed of host 25 and display 24 is used to control the tensile force applied by the tensile test, the pressure applied by the mechanical test of the support member, and the shear force applied by the anchor rod (cable) and the anchoring body, At the same time, the computer can record the detected data and draw the corresponding performance curve, so as to achieve the performance detection of the corresponding test specimen.
剪切传感器18检测到的试验力的数值通过数据线导入到计算机,可以显示各类试验数据,绘制试验力-时间等曲线,曲线自动数据处理;具有完整的文件操作及数据存储功能,具有完整的安全保护装置;当试验力超过每档最大试验力时,过载保护,系统卸荷;当活塞位移达到前后极限位置时,行程保护,油泵电机停机。The value of the test force detected by the shear sensor 18 is imported to the computer through the data line, which can display various test data, draw test force-time curves, and automatic data processing of the curves; it has complete file operation and data storage functions, and has complete Advanced safety protection device; when the test force exceeds the maximum test force of each gear, overload protection and system unloading; when the piston displacement reaches the front and rear limit positions, stroke protection and oil pump motor stop.
本实用新型的工作原理是:在拉伸附具7内加入锚杆(索)11、限位块13固定支护构件U型钢或在剪切附具17内加入锚固体22后,通过拉伸传感器3或剪切传感器18对试验零件所承受的力通过电脑处理并进行记录,从而开展矿山支护材料力学性能综合测试,通过多次观测记录并分析测力计的数据,得出相应的巷道支护材料力学性能。The working principle of the utility model is: after adding the anchor rod (cable) 11 and the limit block 13 in the stretching attachment 7 to fix the supporting member U-shaped steel or adding the anchor 22 in the shearing attachment 17, by stretching The force borne by the sensor 3 or the shear sensor 18 is processed and recorded by the computer to carry out comprehensive testing of the mechanical properties of the mine support material. Through multiple observations, records and analysis of the data of the dynamometer, the corresponding roadway Mechanical properties of supporting materials.
本实用新型结构新颖合理,效果好,扩大了其测量工作范围,可以进行锚杆抗拉检测、支护构件力学试验、锚杆(索)及锚固体抗剪试验、复合应力下(拉剪作用)锚杆(索)及锚固体力学性能检测等科研活动;试验装置通过高精度负荷传感器对力的数值进行测量,利用专用控制系统控制试验过程,导入到计算机可以显示试验力的数值及试验曲线,按试验的要求自动处理试验数据,同时可以显示试验力-位移、试验力-时间、试验力-位移(变形)等多种试验曲线,用途广,且简单易操作,是矿山支护材料力学性能综合测试装置的一大创新,具有良好的经济和社会效益。The utility model has a novel and reasonable structure and good effect, and expands its measurement range, and can carry out tensile testing of anchor rods, mechanical tests of supporting components, shearing tests of anchor rods (cables) and anchoring bodies, and composite stress (tension-shear action) ) Anchor rod (cable) and anchor body mechanical performance testing and other scientific research activities; the test device measures the value of the force through a high-precision load sensor, uses a special control system to control the test process, and imports it into the computer to display the value of the test force and the test curve According to the requirements of the test, the test data can be automatically processed, and various test curves such as test force-displacement, test force-time, test force-displacement (deformation) can be displayed at the same time. It is a great innovation of performance comprehensive testing device, which has good economic and social benefits.
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CN109489922A (en) * | 2018-11-15 | 2019-03-19 | 华北科技学院 | It is a kind of for testing the experimental rig of flexible support mechanical property |
CN110793851A (en) * | 2019-09-30 | 2020-02-14 | 中国矿业大学 | Mining steel belt bearing capacity testing device and testing method |
CN112304769A (en) * | 2020-10-15 | 2021-02-02 | 济南三越测试仪器有限公司 | Dynamic tension-shear testing machine |
CN113740168A (en) * | 2021-08-27 | 2021-12-03 | 四川交达预应力工程检测科技有限公司 | Anchor rod load test robot and control method |
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Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
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CN109489922A (en) * | 2018-11-15 | 2019-03-19 | 华北科技学院 | It is a kind of for testing the experimental rig of flexible support mechanical property |
CN110793851A (en) * | 2019-09-30 | 2020-02-14 | 中国矿业大学 | Mining steel belt bearing capacity testing device and testing method |
CN110793851B (en) * | 2019-09-30 | 2021-08-20 | 中国矿业大学 | A kind of test device and test method for bearing capacity of mine steel belt |
CN112304769A (en) * | 2020-10-15 | 2021-02-02 | 济南三越测试仪器有限公司 | Dynamic tension-shear testing machine |
CN112304769B (en) * | 2020-10-15 | 2024-08-27 | 济南三越测试仪器有限公司 | A dynamic tensile shear testing machine |
CN113740168A (en) * | 2021-08-27 | 2021-12-03 | 四川交达预应力工程检测科技有限公司 | Anchor rod load test robot and control method |
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