CN206974835U - A kind of adjustable anchor rod double shear Mechanics Performance Testing simulator - Google Patents
A kind of adjustable anchor rod double shear Mechanics Performance Testing simulator Download PDFInfo
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- 229910000831 Steel Inorganic materials 0.000 claims description 5
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- 239000000463 material Substances 0.000 claims description 4
- 238000012544 monitoring process Methods 0.000 claims description 3
- 238000002474 experimental method Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000001105 regulatory effect Effects 0.000 abstract 1
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- 238000004088 simulation Methods 0.000 description 6
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- 239000003245 coal Substances 0.000 description 3
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- 238000011056 performance test Methods 0.000 description 2
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Abstract
Description
技术领域technical field
本实用新型涉及煤矿巷道支护领域,特别是一种可调式锚杆双剪力学性能测试仿真装置。The utility model relates to the field of coal mine roadway support, in particular to an adjustable double-shear mechanical property test simulation device of an anchor.
背景技术Background technique
自20世纪90年代以来,锚杆支护以其显著的技术和经济优越性在煤矿中获得了广泛应用,是巷道支护的一场革命。大量专家学者在支护理论、参数设计方法及效果监测方面做了大量工作,取得了很多有意义的成果。但是,锚杆支护失效仍时有发生。锚杆剪切破坏成为巷道顶板锚杆失效的主要形式。而煤矿地下环境相当恶劣,受条件限制以上都很难从现场实地考察得到。通常为了进行相关研究,需要进行实验室相似模拟试验,研究巷道围岩的变形、移动和破坏等力学现象,分析剪切应力作用于锚杆力学特征。目前研究多采用有限元模拟分析,由于材料参数赋予和边界条件的问题,与实际工程存在偏差。有的试验装置虽能模拟一些实际的工程状况,但存在功能单一、操作不便等问题。因此,开发出一种结构合理、简单易用的锚杆剪切力学性能综合仿真测试装置势在必行。Since the 1990s, bolt support has been widely used in coal mines due to its remarkable technical and economic advantages, and it is a revolution in roadway support. A large number of experts and scholars have done a lot of work in support theory, parameter design methods and effect monitoring, and have achieved many meaningful results. However, bolt support failure still occurs from time to time. Anchor shear failure has become the main form of roadway roof anchor failure. However, the underground environment of coal mines is quite harsh, and it is difficult to obtain the above conditions from on-site inspections due to limited conditions. Usually, in order to carry out relevant research, similar laboratory simulation tests are required to study mechanical phenomena such as deformation, movement and failure of the surrounding rock of the roadway, and to analyze the mechanical characteristics of the shear stress acting on the bolt. At present, most studies use finite element simulation analysis, which deviates from the actual engineering due to the problem of material parameter assignment and boundary conditions. Although some test devices can simulate some actual engineering conditions, they have problems such as single function and inconvenient operation. Therefore, it is imperative to develop a comprehensive simulation test device for shear mechanical properties of bolts with reasonable structure and easy to use.
发明内容Contents of the invention
本实用新型的目的在于克服上述现有技术的不足,提供一种可调式锚杆双剪力学性能测试仿真装置,可以有效的模拟锚杆受围岩剪切作用的影响。The purpose of the utility model is to overcome the deficiencies of the above-mentioned prior art, and provide an adjustable bolt double-shear mechanical performance test simulation device, which can effectively simulate the impact of the bolt being sheared by the surrounding rock.
本实用新型解决的技术方案是,包括底座、底板、高度可调装置、位移传感器、液压缸、固定板、混凝土试件固定板、连接杆和螺母,其特征在于,所述的底座由高强度钢材加工而成,第一混凝土试件和第二混凝土试件分别通过第一混凝土试件固定板和第二混凝土试件固定板固定,并放置于高度可调装置上,最后由固定板和底板通过连接杆进行整体固定,位移传感器固定于底座上,锚杆锚固于第一混凝土试件和第二混凝土试件中,并通过锚杆两端的液压缸施加预应力。The technical scheme solved by the utility model is to include a base, a bottom plate, a height-adjustable device, a displacement sensor, a hydraulic cylinder, a fixing plate, a concrete specimen fixing plate, a connecting rod and a nut, and it is characterized in that the base is made of high-strength Made of steel, the first concrete specimen and the second concrete specimen are respectively fixed by the first concrete specimen fixing plate and the second concrete specimen fixing plate, and placed on the height-adjustable device, and finally fixed by the fixing plate and the bottom plate The overall fixing is carried out by connecting rods, the displacement sensor is fixed on the base, the anchor rod is anchored in the first concrete specimen and the second concrete specimen, and prestress is applied through hydraulic cylinders at both ends of the anchor rod.
本实用新型结构新颖,成本低,实用性强,操作方便,能够广泛应用于各种锚杆的性能试验,试验结果可靠,能够有效减少生产过程中发生锚杆剪切破断。The utility model has the advantages of novel structure, low cost, strong practicability and convenient operation, can be widely used in performance tests of various bolts, has reliable test results, and can effectively reduce shear fracture of bolts in the production process.
附图说明Description of drawings
图1为本实用新型的整体结构立体图。Fig. 1 is a perspective view of the overall structure of the utility model.
图2为本实用新型的整体结构俯视图。Fig. 2 is a top view of the overall structure of the utility model.
图3为本实用新型的整体结构主视图。Fig. 3 is a front view of the overall structure of the utility model.
图4为本实用新型的整体结构侧视图。Fig. 4 is a side view of the overall structure of the utility model.
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以详细描述。Below in conjunction with accompanying drawing, specific embodiment of the present utility model is described in detail.
由图1-4给出,本实用新型包括底座、底板、高度可调装置、位移传感器、液压缸、固定板、混凝土试件固定板、连接杆和螺母,其特征在于,所述的底座1由高强度钢材加工而成,第一混凝土试件7和第二混凝土试件8分别通过第一混凝土试件固定板13和第二混凝土试件固定板5固定,并放置于高度可调装置4上,最后由固定板14和底板2通过连接杆10进行整体固定,位移传感器6固定于底座1上,锚杆11锚固于第一混凝土试件7和第二混凝土试件8中,并通过锚杆11两端的液压缸15施加预应力。Given by Figures 1-4, the utility model includes a base, a base plate, a height-adjustable device, a displacement sensor, a hydraulic cylinder, a fixing plate, a concrete specimen fixing plate, connecting rods and nuts, and is characterized in that the base 1 Processed from high-strength steel, the first concrete specimen 7 and the second concrete specimen 8 are fixed by the first concrete specimen fixing plate 13 and the second concrete specimen fixing plate 5 respectively, and placed on the height-adjustable device 4 Finally, the fixed plate 14 and the bottom plate 2 are integrally fixed through the connecting rod 10, the displacement sensor 6 is fixed on the base 1, the anchor rod 11 is anchored in the first concrete specimen 7 and the second concrete specimen 8, and through the anchor Hydraulic cylinders 15 at both ends of the rod 11 apply prestress.
所述的底座1由20mm的高强度钢材加工而成,其整体尺寸为1100mm×450mm×110mm,并以300mm×70mm的矩形形式裁去其与底板2接触的那个面上的四个边角,以保证试验装置的实用性。The base 1 is processed from 20mm high-strength steel, and its overall size is 1100mm×450mm×110mm, and the four corners on the surface in contact with the bottom plate 2 are cut off in the form of a rectangle of 300mm×70mm. In order to ensure the practicability of the test device.
所述的位移传感器6与位置磁铁12配合使用,以保证剪切位移的实时监测。The displacement sensor 6 is used in conjunction with the position magnet 12 to ensure real-time monitoring of the shear displacement.
所述的第一混凝土试件固定板13与位置磁铁12水平固定,以保证与剪切位移的一致性。The first concrete specimen fixing plate 13 is fixed horizontally with the position magnet 12 to ensure consistency with the shear displacement.
所述的第一混凝土试件固定板13和第二混凝土试件固定板5在第一混凝土试件7和第二混凝土试件8浇筑过程中起到固定成型作用。The first concrete test piece fixing plate 13 and the second concrete test piece fixing plate 5 play a role of fixing and forming during the pouring process of the first concrete test piece 7 and the second concrete test piece 8 .
所述的液压缸15固定在锚杆11的两端,能够施加不同的预应力,以保证试验效果。The hydraulic cylinder 15 is fixed at both ends of the anchor rod 11, and different prestress can be applied to ensure the test effect.
所述的液压缸15通过第一外置接口16与外部加压装置连接,根据试验模拟情况不断调整压力的施加。The hydraulic cylinder 15 is connected to an external pressurizing device through the first external interface 16, and the application of pressure is constantly adjusted according to the test simulation situation.
所述的高度可调装置4本体高度100mm,通过第二外置接口3与外部加压装置连接,其行程可达60mm,以调节不同的剪切高度。The height of the adjustable height device 4 is 100 mm, and it is connected to the external pressurizing device through the second external interface 3, and its stroke can reach 60 mm to adjust different shearing heights.
所述的连接杆10直径φ28mm,采用高强度刚性材料加工而成,并通过螺母9固定在固定板14和底板2上。The diameter of the connecting rod 10 is φ28mm, which is processed by high-strength rigid material, and is fixed on the fixed plate 14 and the bottom plate 2 by nuts 9 .
本实用新型的工作过程如下:在做实验之前,需要对液压加载装置进行检测,确保都能正常使用。把事先准备好的模拟材料装配好放置于外部压力机上,并调节高度可调装置4的高度,以满足试验的要求,将锚杆11锚固于第一混凝土试件7和第二混凝土试件8中,并对锚杆11两端施加相应大小的预应力,试验过程中,外部压力机与固定板13垂直接触,并不断增加压力来模拟对锚杆11的双剪切作用,根据对不同锚杆11的实验研究,可以有效的分析出锚杆11的工作特性。The working process of the utility model is as follows: before doing the experiment, it is necessary to detect the hydraulic loading device to ensure that it can be used normally. Assemble the simulated materials prepared in advance and place them on the external press, and adjust the height of the height-adjustable device 4 to meet the requirements of the test, and anchor the anchor rod 11 to the first concrete specimen 7 and the second concrete specimen 8 , and apply a corresponding amount of prestress to the two ends of the anchor rod 11. During the test, the external press is in vertical contact with the fixed plate 13, and the pressure is continuously increased to simulate the double shearing effect on the anchor rod 11. According to different anchor rods The experimental research on the rod 11 can effectively analyze the working characteristics of the anchor rod 11 .
本实用新型结构新颖,成本较低,可操作性较强,能够较为准确的测得在剪切作用下锚杆11的工作特性,有效减少锚杆支护失效的发生,具有良好的经济和社会效益。The utility model has the advantages of novel structure, low cost and strong operability, and can accurately measure the working characteristics of the anchor rod 11 under the shearing action, effectively reducing the failure of the anchor rod support, and has good economic and social benefits. benefit.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108956334A (en) * | 2018-08-14 | 2018-12-07 | 长沙理工大学 | The test device of paving mix and its structure Interlaminar shear strengths |
| CN109115632A (en) * | 2018-09-30 | 2019-01-01 | 河南理工大学 | The comprehensive shearing experiment device of anchoring body and its experimental method |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108956334A (en) * | 2018-08-14 | 2018-12-07 | 长沙理工大学 | The test device of paving mix and its structure Interlaminar shear strengths |
| CN109115632A (en) * | 2018-09-30 | 2019-01-01 | 河南理工大学 | The comprehensive shearing experiment device of anchoring body and its experimental method |
| CN109115632B (en) * | 2018-09-30 | 2024-05-03 | 河南理工大学 | Anchoring body comprehensive shearing experiment device and experiment method thereof |
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