[go: up one dir, main page]

CN107831009A - Coal mine roadway side portion's anchor pole or anchorage cable anchoring analogue experiment installation and its experimental method - Google Patents

Coal mine roadway side portion's anchor pole or anchorage cable anchoring analogue experiment installation and its experimental method Download PDF

Info

Publication number
CN107831009A
CN107831009A CN201711353856.7A CN201711353856A CN107831009A CN 107831009 A CN107831009 A CN 107831009A CN 201711353856 A CN201711353856 A CN 201711353856A CN 107831009 A CN107831009 A CN 107831009A
Authority
CN
China
Prior art keywords
anchor
experimental
bolt
simulation
coal mine
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.)
Pending
Application number
CN201711353856.7A
Other languages
Chinese (zh)
Inventor
刘少伟
贾后省
付孟雄
王伟
韩冰
姜彦军
于涛
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.)
Henan University of Technology
Original Assignee
Henan University of 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 Henan University of Technology filed Critical Henan University of Technology
Priority to CN201711353856.7A priority Critical patent/CN107831009A/en
Publication of CN107831009A publication Critical patent/CN107831009A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M13/00Testing of machine parts
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N3/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N3/08Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0014Type of force applied
    • G01N2203/0016Tensile or compressive
    • G01N2203/0017Tensile

Landscapes

  • Engineering & Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Physics & Mathematics (AREA)
  • Analytical Chemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • Biochemistry (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Chemical & Material Sciences (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Force Measurement Appropriate To Specific Purposes (AREA)

Abstract

煤矿巷道帮部锚杆或锚索锚固模拟实验装置,包括实验台、加压机构和模拟实验箱,实验台包括长方形框架、实验面板和四块支撑钢板,四块支撑钢板均垂直设置,四块支撑钢板合围成长方体结构,每块支撑钢板的两侧边底部开设有地脚孔;本发明是一种可以模拟三维状态下巷道帮部锚杆或锚索支护的实验装置,在三维仿真实验平台上面装好配置好的相似材料以后,可以在实验平台前面用锚杆机通过锚固孔间距控制挡板上的控制锚杆或锚索排距的限制孔往模拟实验箱体内部打锚杆或锚索,在实验室条件下模拟煤矿巷道帮部不同孔径不同排距锚杆或锚索支护的锚固过程,对于巷道锚杆或锚索支护的研究具有推动作用。

Coal mine roadway side bolt or anchor cable anchoring simulation experiment device, including a test bench, a pressurizing mechanism and a simulation test box. The test bench includes a rectangular frame, an experimental panel and four supporting steel plates. The supporting steel plate encloses a cuboid structure, and the bottom of both sides of each supporting steel plate is provided with anchor holes; the present invention is an experimental device capable of simulating the anchor rod or anchor cable support at the side of the roadway in a three-dimensional state. In the three-dimensional simulation experiment After the configured similar materials are installed on the platform, a bolter can be used in front of the experimental platform to drive anchor rods or bolts into the simulated experiment box through the control anchor rods on the anchor hole spacing control baffle or the restriction holes of the anchor cable row spacing. Anchor cable, under laboratory conditions, simulates the anchoring process of bolt or cable support with different hole diameters and row spacing in the side of coal mine roadway, which has a driving effect on the research of roadway bolt or cable support.

Description

煤矿巷道帮部锚杆或锚索锚固模拟实验装置及其实验方法Anchorage Simulation Experimental Device and Experimental Method for Anchor Bolt or Anchor Cable in Coal Mine Roadway Side

技术领域technical field

本发明涉及一种煤矿巷道帮部锚杆或锚索锚固模拟实验装置及其实验方法。The invention relates to a coal mine roadway side bolt or anchor cable anchorage simulation experiment device and an experiment method thereof.

背景技术Background technique

相似材料模拟实验方法一直是采矿工程实验研究的主要实验方法,它的实质是在实验台上用与模型力学性质相似的材料按照几何相似的一定比例缩制成实验模型。在模型上可以开挖成各类工程,如煤矿巷道和硐室、长壁采场,通过对工程过程的模拟和实验观察,来研究工程围岩体的变形、移动和破坏等力学现象,以及分析作用于支护结构上的力。传统的巷道锚杆(索)支护效果的相似材料模拟实验方法一般用的是平面模拟实验装置,它只能研究原型的一个剖面,而对于三维应力均有变化的研究对象,平面模拟实验台存在不合理性。平面实验台不能模拟在巷道里面打锚杆(索)的过程,以得到锚杆(索)的受力情况以及支护的质量检测:它的夹紧结构方面也存在不合理性,长期试验后,槽钢会造成不同程度的弯曲,装架后模型表面凹凸不平,影响模型的相似性;模型架升降不方便,升降过程不易控制,往往成型后由于速度控制不当产生震动,损坏模型内部结构,造成实验结构不够准确,影响对煤矿巷道支护安全预防,会造成安全事故。因此,应用相似理论、结构力学、材料力学等学科知识,开发出一种三维的、结构简单合理、实现钻打锚杆(索)工艺的立体巷道锚杆(索)支护相似材料模拟实验台势在必行。The simulation experiment method of similar materials has always been the main experimental method in the experimental research of mining engineering. Its essence is to use materials with similar mechanical properties to the model on the test bench to shrink the experimental model according to a certain ratio of geometric similarity. The model can be excavated into various projects, such as coal mine roadways, chambers, and longwall stopes. Through the simulation and experimental observation of the engineering process, the mechanical phenomena such as deformation, movement, and destruction of the surrounding rock mass of the project can be studied, and Analyze the forces acting on the supporting structure. The traditional similar material simulation experiment method of roadway bolt (cable) support effect generally uses a plane simulation experiment device, which can only study a section of the prototype, but for the research object with changes in three-dimensional stress, the plane simulation experiment platform There is irrationality. The plane test bench cannot simulate the process of bolting (cables) in the roadway to obtain the force of the anchor (cables) and the quality inspection of the support: its clamping structure is also unreasonable. After long-term tests , the channel steel will cause different degrees of bending, and the surface of the model will be uneven after installation, which will affect the similarity of the model; the lifting of the model frame is inconvenient, and the lifting process is not easy to control, and often after forming, vibration is generated due to improper speed control, which damages the internal structure of the model. The experimental structure is not accurate enough, which will affect the safety prevention of coal mine roadway support and cause safety accidents. Therefore, by applying similarity theory, structural mechanics, material mechanics and other subject knowledge, a three-dimensional roadway bolt (cable) support similar material simulation experiment platform with simple and reasonable structure and realizing drilling and drilling bolt (cable) technology is developed. It is imperative.

发明内容Contents of the invention

本发明为了解决现有技术中的不足之处,提供一种能够模拟煤矿巷道帮部的锚杆(索)支护的锚固效果测试的煤矿巷道帮部锚杆或锚索锚固模拟实验装置及其实验方法。In order to solve the deficiencies in the prior art, the present invention provides a coal mine roadway side bolt or anchor cable anchorage simulation experiment device and its experimental method.

为解决上述技术问题,本发明采用如下技术方案:煤矿巷道帮部锚杆或锚索锚固模拟实验装置,包括实验台、加压机构和模拟实验箱,实验台包括长方形框架、实验面板和四块支撑钢板,四块支撑钢板均垂直设置,四块支撑钢板合围成长方体结构,每块支撑钢板的两侧边底部开设有地脚孔,长方形框架固定在四块支撑钢板上边沿上,长方形框架呈水平设置,实验面板固定在长方形框架上且实验面板的尺寸与长方形框架的内框尺寸相同;In order to solve the above-mentioned technical problems, the present invention adopts the following technical scheme: the coal mine roadway side bolt or anchor cable anchoring simulation experiment device includes a test bench, a pressurizing mechanism and a simulation test box, and the test bench includes a rectangular frame, an experimental panel and four Supporting steel plates, the four supporting steel plates are vertically arranged, and the four supporting steel plates enclose a cuboid structure, and the bottom of each supporting plate is provided with anchor holes, and the rectangular frame is fixed on the upper edge of the four supporting steel plates, and the rectangular frame is Set horizontally, the experimental panel is fixed on the rectangular frame and the size of the experimental panel is the same as the inner frame size of the rectangular frame;

模拟实验箱固定在实验面板上表面,加压机构通过加压支架固定在实验面板上表面且位于模拟实验箱的上方;The simulation experiment box is fixed on the upper surface of the experiment panel, and the pressurizing mechanism is fixed on the upper surface of the experiment panel through the pressure bracket and is located above the simulation experiment box;

模拟实验箱包括后挡板、位于左右两侧的两块侧钢板以及若干块位于前侧的前挡板,后挡板以及两块侧钢板均垂直固定在实验面板上,若干块前挡板上下并排设置,每块前挡板的左右两端分别通过第一螺栓连接在两块侧钢板的前侧边上;每块前挡板上设有两排锚固孔,其中左右相邻的两个锚固孔的间距均为200mm,第一排的锚固孔直径均为32mm±0.5mm,第二排的锚固孔直均为50mm±0.5mm。The simulated experiment box includes a rear baffle, two side steel plates on the left and right sides and several front baffles on the front side. The rear baffle and the two side steel plates are vertically fixed on the experimental panel, and several front baffles Arranged side by side, the left and right ends of each front baffle are respectively connected to the front sides of the two side steel plates by first bolts; each front baffle is provided with two rows of anchor holes, and the two adjacent left and right anchor holes The distance between the holes is 200mm, the diameter of the anchor holes in the first row is 32mm±0.5mm, and the diameter of the anchor holes in the second row is 50mm±0.5mm.

相邻的两块支撑钢板通过角钢固定连接,角钢通过第二螺栓固定在相邻两块支撑钢板的侧部。Two adjacent supporting steel plates are fixedly connected by angle steels, and the angle steels are fixed on the sides of the two adjacent supporting steel plates by second bolts.

长方形框架的四个边框分别通过角钢连接在四块支撑钢板的上边沿上,角钢通过第三螺栓固定在长方形框架的边框和支撑钢板上边沿上。The four frames of the rectangular frame are respectively connected to the upper edges of the four supporting steel plates through angle steels, and the angle steels are fixed on the frames of the rectangular frame and the upper edges of the supporting steel plates through third bolts.

实验面板通过焊接的方式固定在长方形框架上。The experimental panel is fixed on the rectangular frame by welding.

模拟实验箱位于加压支架内,加压支架包括若干块顶板和若干组龙门架,若干组龙门架前后并排设置,龙门架外形为门字形结构,龙门架包括左立柱、右立柱和水平框架,左立柱和右立柱垂直设置,左立柱的下端通过第四螺栓固定在实验面板上,左立柱与侧钢板的左侧相接触,右立柱的下端通过第五螺栓固定在实验面板上,右立柱与另一块侧钢板的右侧相接触,水平框架水平设置,水平框架通过第六螺栓固定在左立柱和右立柱上端;The simulated experiment box is located in the pressurized support. The pressurized support includes several top plates and several groups of gantry frames. Several groups of gantry frames are arranged side by side. The shape of the gantry frame is a gate-shaped structure. The left column and the right column are vertically arranged, the lower end of the left column is fixed on the experimental panel by the fourth bolt, the left column is in contact with the left side of the side steel plate, the lower end of the right column is fixed on the experimental panel by the fifth bolt, the right column is connected to The right side of the other side steel plate is in contact with each other, the horizontal frame is set horizontally, and the horizontal frame is fixed on the upper ends of the left column and the right column by the sixth bolt;

若干块顶板通过第七螺栓固定在若干组龙门架的水平框架上;加压机构包括油缸组,油缸组包括若干个油缸,每个油缸的缸体端部固定在顶板下表面并穿设在水平框架内,每个油缸的活塞杆垂直向下设置并固定有压板,压板呈水平方向设置。Several top plates are fixed on the horizontal frames of several groups of gantry frames through the seventh bolt; In the frame, the piston rod of each oil cylinder is arranged vertically downward and is fixed with a pressure plate, and the pressure plate is arranged in a horizontal direction.

每块前挡板上设有两个实验托板,两个实验托板分别位于两排锚固孔的下方,实验托板外形为角钢型,实验托板的一侧板垂直设置并通过第八螺栓固定在前挡板上,实验托板的另一侧板水平设置。Each front baffle is provided with two test support plates, the two test support plates are respectively located under the two rows of anchor holes, the shape of the test support plate is an angle steel type, and one side plate of the test support plate is vertically set and passed through the eighth bolt It is fixed on the front baffle, and the other side plate of the experimental pallet is set horizontally.

煤矿巷道帮部锚杆或锚索锚固模拟实验装置进行锚固模拟的实验方法,包括以下步骤:An experimental method for anchoring simulation by a bolt or cable anchoring simulation experiment device at the side of a coal mine roadway, including the following steps:

(1)、对实验台进行安装:按照基础图,开挖基础坑,向基础坑内浇灌混凝土并对混凝土进行捣实,接着将实验台安放在混凝土上表面,保证实验台的实验面板水平后,在地脚孔内穿入地脚螺栓,通过地脚螺栓将四块支撑钢板固定在混凝土上;(1) Install the test bench: Excavate the foundation pit according to the foundation diagram, pour concrete into the foundation pit and tamp the concrete, then place the test bench on the upper surface of the concrete to ensure that the test panel of the test bench is level, Insert the anchor bolts in the anchor holes, and fix the four supporting steel plates on the concrete through the anchor bolts;

(2)、浇灌混凝土15天后,调整实验台的实验面板至水平状态并保证实验台的支撑钢板与混凝土上表面紧密接触后,紧固地脚螺栓上的螺母,接着依次将模拟实验箱体和加压支架安装在实验台的实验面板上,然后把加压机构装配在加压支架顶部;(2) After 15 days of concrete pouring, adjust the experimental panel of the experimental bench to a horizontal state and ensure that the supporting steel plate of the experimental bench is in close contact with the upper surface of the concrete, tighten the nuts on the anchor bolts, and then place the simulated experimental box and The pressurized bracket is installed on the experimental panel of the test bench, and then the pressurized mechanism is assembled on the top of the pressurized bracket;

(3)、安装液压泵站,液压泵站分别通过高压油管与所有的油缸连接,启动液压泵站,油缸工作,控制油缸的活塞杆伸缩量至所有的压板处于同一水平面,停止液压泵站工作;(3) Install the hydraulic pump station. The hydraulic pump station is connected to all oil cylinders through high-pressure oil pipes, start the hydraulic pump station, the oil cylinder works, control the expansion and contraction of the piston rod of the oil cylinder until all the pressure plates are at the same level, and stop the hydraulic pump station. ;

(4)、安装调试完毕后,把力学性质相似的材料按照一定比例放置在模拟实验箱内直到模拟实验箱被填满,其中每放置一部分材料要进行捣实压紧;(4) After the installation and debugging are completed, materials with similar mechanical properties are placed in the simulation test box according to a certain proportion until the simulation test box is filled, and each part of the material placed should be compacted;

(5)、启动液压泵站,控制油缸的活塞杆伸缩,使得油缸组连接的所有压板压紧在模拟实验箱内的材料最上层;(5) Start the hydraulic pump station and control the expansion and contraction of the piston rod of the oil cylinder, so that all the pressure plates connected to the oil cylinder group are pressed against the uppermost layer of the material in the simulation test box;

(6)、启动锚杆机,穿过前挡板的锚固孔往模拟实验箱体内部打锚杆,模拟煤矿巷道帮部不同孔径不同排距锚杆支护的锚固过程,检测锚杆的锚固效果。(6) Start the bolter, pass through the anchor hole of the front baffle to drive the bolt to the inside of the simulated experiment box, simulate the anchoring process of the bolt support with different apertures and row spacing at the side of the coal mine roadway, and detect the anchorage of the bolt Effect.

步骤(6)进行完毕后,利用锚杆拉拔计对锚杆进行锚固力拉拔实验,其中锚杆拉拔计安装在实验托板上。After the step (6) is completed, the bolt pullout test is carried out on the anchor rod with the anchor pullout meter installed on the experimental support plate.

采用上述技术方案,本发明具有以下有益效果:由于煤矿现场工作条件的复杂特性,锚杆(索)要进行三维受力状态分析和锚固质量检测具有一定的局限和困难,因此在实验室里设计一个仿真综合实验装置势在必行;在制作安装本发明时,实验台的支撑钢板与地面连接之前必须要向基础坑内的浇灌混凝土,捣实后方可通过地脚螺栓穿过地脚孔将支撑钢板同混凝土固定体固定在一起。支撑钢板通过角钢用螺栓相互连接,保持其四角稳定性,再由螺栓与长方形框架实验面板固定在一起,可以增大接触面积,保证接触稳定性;由于模拟实验箱本身的重量很大,通过油缸加压时实验台承受的压力也很大,所以选用厚度为20mm的钢板做为支撑钢板和增大实验面板的表面积来减小压强,防止实验台因受力过大或受力不均匀出现变形坍塌事故;为了保证模拟实验箱的稳定性,将箱体的四面挡板两两之间通过角钢用M24螺栓连接为一体,箱体底部均用M24螺栓与实验面板固定在一起,且模拟实验箱被加压支架的左立柱和右立柱所包围,进一步限制箱体的变形,防止模拟实验箱因变形而散架和移动;加压支架的顶部设置有油缸组,可以向模拟实验箱内的模拟材料加压,油缸组外通过连接油管与高压油泵连通,转动手柄即可控制油缸的伸缩量和加压的大小。模拟实验箱前部有多块方便拆卸的前挡板,每块前挡板上有两排锚固孔,在模型做好以后,可以通过前挡板上的锚杆孔用锚杆(索)机往模拟实验箱体内部打锚杆(索),在实验室条件下模拟煤矿巷道帮部不同孔径不同排距锚杆(索)支护的锚固过程,检测锚杆(索)机钻进的信息和锚杆(索)锚固的效果,并可以重复进行锚杆(索)锚固力拉拔试验。By adopting the above-mentioned technical scheme, the present invention has the following beneficial effects: due to the complex characteristics of the coal mine field working conditions, the three-dimensional stress state analysis and anchorage quality inspection of the anchor rod (cable) have certain limitations and difficulties, so it is designed in the laboratory A simulation comprehensive experimental device is imperative; when making and installing the present invention, before the supporting steel plates of the test bench are connected to the ground, concrete must be poured into the foundation pit, and after compaction, the anchor bolts can be passed through the anchor holes to support the The steel plate is fixed together with the concrete fixture. The supporting steel plates are connected to each other with bolts through the angle steel to maintain the stability of the four corners, and then fixed together with the rectangular frame test panel by the bolts, which can increase the contact area and ensure the contact stability; due to the heavy weight of the simulation test box itself, through the oil cylinder The pressure on the test bench is also very high when pressurized, so a steel plate with a thickness of 20mm is used as the supporting steel plate and the surface area of the test panel is increased to reduce the pressure, so as to prevent the deformation of the test bench due to excessive force or uneven force Collapse accident; in order to ensure the stability of the simulated experimental box, two baffles on the four sides of the box are connected together with M24 bolts through angle steel, and the bottom of the box is fixed with the experimental panel with M24 bolts, and the simulated experimental box Surrounded by the left and right columns of the pressurized support, the deformation of the box is further restricted, and the simulation test box is prevented from falling apart and moving due to deformation; the top of the pressurized support is equipped with an oil cylinder group, which can supply the simulated materials in the simulated test box. Pressurization, the outside of the oil cylinder group is connected to the high-pressure oil pump through the connecting oil pipe, and the expansion and contraction of the oil cylinder and the size of the pressurization can be controlled by turning the handle. There are several front baffles on the front of the simulation experiment box which are easy to disassemble. There are two rows of anchor holes on each front baffle. After the model is completed, the anchor (cable) machine can be used to Drive bolts (cables) into the simulated experiment box, simulate the anchoring process of bolts (cables) with different hole diameters and row spacings in the side of coal mine roadway under laboratory conditions, and detect the information of bolt (cable) machine drilling And anchor (cable) anchoring effect, and can repeat the anchor (cable) anchoring force pull-out test.

本发明装置结构简单实用,新颖独特,是在现有平面模拟实验装置和部分三维模拟实验装置的基础上,进一步发展成的立体模拟仿真综合实验装置,可以直观系统的仿真巷道帮部岩层锚杆(索)支护的全过程,有利于现场锚杆(索)支护锚固施工过程的研究,还有利于现场锚杆(索)支护质量的检测,同时可以根据模拟巷道帮部岩层锚杆(索)的锚固过程,分析影响帮部岩层锚杆(索)支护的因素,防止工作现场由于帮部锚杆(索)失效而造成事故。The device structure of the present invention is simple and practical, novel and unique. It is a three-dimensional simulation comprehensive experimental device further developed on the basis of the existing plane simulation experimental device and some three-dimensional simulation experimental devices. The whole process of (cable) support is beneficial to the research on the construction process of on-site bolt (cable) support and the inspection of the quality of on-site bolt (cable) support. (cable) anchoring process, analyze the factors affecting the support of the rock bolt (cable) in the side, and prevent accidents at the work site due to the failure of the bolt (cable) in the side.

本发明是一种可以模拟三维状态下巷道帮部锚杆(索)支护的实验装置,在三维仿真实验平台上面装好配置好的相似材料以后,可以在实验平台前面用锚杆(索)机通过锚固孔间距控制挡板上的控制锚杆(索)排距的限制孔往模拟实验箱体内部打锚杆(索),在实验室条件下模拟煤矿巷道帮部不同孔径不同排距锚杆(索)支护的锚固过程,检测锚杆(索)机钻进的信息和锚杆(索)锚固的效果,并且可以重复进行锚杆(索)锚固力拉拔试验,同时对非现场条件下的巷道锚杆(索)施工及锚固效果监测提供平台进行,借助于三维模拟模拟实验装置可以对巷道锚杆(索)施工及效果检测提供较大的帮助,对于巷道锚杆(索)支护的研究具有推动作用。The present invention is an experimental device capable of simulating the anchor (cable) support of roadway sides in a three-dimensional state. After installing similar materials on the three-dimensional simulation experiment platform, the anchor (cable) The machine drives anchor rods (cables) to the inside of the simulated experimental box through the restriction holes on the anchor hole spacing control baffle to control the row spacing of the anchor rods (cables), and simulates the anchors with different hole diameters and different row spacings in the side of the coal mine roadway under laboratory conditions. The anchoring process of the rod (cable) support, detect the information of the bolt (cable) machine drilling and the effect of the anchor (cable) anchoring, and can repeat the pull-out test of the anchoring force of the bolt (cable). The roadway anchor (cable) construction and anchoring effect monitoring under the conditions provided by the platform, with the help of three-dimensional simulation simulation experiment device can provide greater help to the roadway anchor (cable) construction and effect detection, for the roadway anchor (cable) Supporting research has a driving effect.

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是本发明的后方视图;Fig. 2 is the rear view of the present invention;

图3是图2的左视图。Fig. 3 is a left side view of Fig. 2 .

具体实施方式Detailed ways

如图1-3所示,本发明的煤矿巷道帮部锚杆或锚索锚固模拟实验装置,包括实验台、加压机构和模拟实验箱,实验台包括长方形框架1、实验面板2和四块支撑钢板3,四块支撑钢板3均垂直设置,四块支撑钢板3合围成长方体结构,每块支撑钢板3的两侧边底部开设有地脚孔,长方形框架1固定在四块支撑钢板3上边沿上,长方形框架1呈水平设置,实验面板2固定在长方形框架1上且实验面板2的尺寸与长方形框架1的内框尺寸相同;As shown in Figures 1-3, the coal mine roadway side anchor rod or anchor cable anchoring simulation experiment device of the present invention includes an experiment bench, a pressurizing mechanism and a simulation experiment box, and the experiment bench includes a rectangular frame 1, an experiment panel 2 and four The supporting steel plate 3, the four supporting steel plates 3 are all arranged vertically, the four supporting steel plates 3 enclose a cuboid structure, and the bottom of each supporting plate 3 is provided with anchor holes, and the rectangular frame 1 is fixed on the four supporting steel plates 3 On the edge, the rectangular frame 1 is arranged horizontally, the experimental panel 2 is fixed on the rectangular frame 1 and the size of the experimental panel 2 is the same as the inner frame size of the rectangular frame 1;

模拟实验箱固定在实验面板2上表面,加压机构通过加压支架固定在实验面板2上表面且位于模拟实验箱的上方;The simulation experiment box is fixed on the upper surface of the experiment panel 2, and the pressurizing mechanism is fixed on the upper surface of the experiment panel 2 through the pressurization bracket and is located above the simulation experiment box;

模拟实验箱包括后挡板14、位于左右两侧的两块侧钢板5以及若干块位于前侧的前挡板6,后挡板14以及两块侧钢板5均垂直固定在实验面板2上,若干块前挡板6上下并排设置,每块前挡板6的左右两端分别通过第一螺栓7连接在两块侧钢板5的前侧边上;每块前挡板6上设有两排锚固孔8,其中左右相邻的两个锚固孔8的间距均为200mm,第一排的锚固孔8直径均为32mm±0.5mm,第二排的锚固孔8直均为50mm±0.5mm。The simulated experiment box comprises a rear baffle 14, two side steel plates 5 positioned on the left and right sides, and several front baffles 6 positioned on the front side. The rear baffle 14 and the two side steel plates 5 are all vertically fixed on the experimental panel 2, Several front baffles 6 are arranged side by side up and down, and the left and right ends of each front baffle 6 are respectively connected to the front sides of the two side steel plates 5 by first bolts 7; each front baffle 6 is provided with two rows of Anchor holes 8, wherein the distance between the left and right adjacent anchor holes 8 is 200mm, the diameter of the anchor holes 8 in the first row is 32mm±0.5mm, and the diameter of the anchor holes 8 in the second row is 50mm±0.5mm.

相邻的两块支撑钢板3通过角钢固定连接,角钢通过第二螺栓9固定在相邻两块支撑钢板3的侧部。Two adjacent supporting steel plates 3 are fixedly connected by angle steel, and the angle steel is fixed on the sides of two adjacent supporting steel plates 3 by second bolts 9 .

长方形框架1的四个边框分别通过角钢连接在四块支撑钢板3的上边沿上,角钢通过第三螺栓10固定在长方形框架1的边框和支撑钢板3上边沿上。The four frames of the rectangular frame 1 are respectively connected to the upper edges of the four supporting steel plates 3 by angle steels, and the angle steels are fixed on the frames of the rectangular frame 1 and the upper edges of the supporting steel plates 3 by the third bolts 10 .

实验面板2通过焊接的方式固定在长方形框架1上。The experimental panel 2 is fixed on the rectangular frame 1 by welding.

模拟实验箱位于加压支架内,加压支架包括若干块顶板14和若干组龙门架,若干组龙门架前后并排设置,龙门架外形为门字形结构,龙门架包括左立柱15、右立柱16和水平框架17,左立柱15和右立柱16垂直设置,左立柱15的下端通过第四螺栓18固定在实验面板2上,左立柱15与侧钢板的左侧相接触,右立柱16的下端通过第五螺栓固定在实验面板2上,右立柱16与另一块侧钢板5的右侧相接触,水平框架17水平设置,水平框架17通过第六螺栓20固定在左立柱15和右立柱16上端;The simulated experiment box is located in the pressurized support. The pressurized support includes several top plates 14 and several groups of gantry frames. Several groups of gantry frames are arranged side by side. Horizontal frame 17, left column 15 and right column 16 are vertically arranged, and the lower end of left column 15 is fixed on the experiment panel 2 by the 4th bolt 18, and left column 15 contacts with the left side of side steel plate, and the lower end of right column 16 passes through the 4th bolt 18. Five bolts are fixed on the experimental panel 2, the right column 16 is in contact with the right side of another side steel plate 5, the horizontal frame 17 is set horizontally, and the horizontal frame 17 is fixed on the upper end of the left column 15 and the right column 16 by the sixth bolt 20;

若干块顶板14通过第七螺栓21固定在若干组龙门架的水平框架17上;加压机构包括油缸组11,油缸组11包括若干个油缸,每个油缸的缸体端部固定在顶板14下表面并穿设在水平框架17内,每个油缸的活塞杆垂直向下设置并固定有压板12,压板12呈水平方向设置。Several top plates 14 are fixed on the horizontal frames 17 of several groups of gantry frames by seventh bolts 21; The surface is also pierced in the horizontal frame 17, and the piston rod of each oil cylinder is arranged vertically downward and is fixed with a pressing plate 12, and the pressing plate 12 is arranged in a horizontal direction.

每块前挡板6上设有两个实验托板13,两个实验托板13分别位于两排锚固孔8的下方,实验托板13外形为角钢型,实验托板13的一侧板垂直设置并通过第八螺栓固定在前挡板6上,实验托板13的另一侧板水平设置。Each front baffle 6 is provided with two experimental supporting plates 13, and the two experimental supporting plates 13 are located under the two rows of anchor holes 8 respectively. It is set and fixed on the front baffle plate 6 by the eighth bolt, and the other side plate of the experimental pallet 13 is set horizontally.

煤矿巷道帮部锚杆或锚索锚固模拟实验装置及其实验方法进行锚杆(索)锚固模拟的实验方法,包括以下步骤:Coal mine roadway side anchor rod or anchor cable anchorage simulation experimental device and experimental method The experimental method for anchor rod (cable) anchorage simulation includes the following steps:

(1)、对实验台进行安装:按照基础图,开挖基础坑,向基础坑内浇灌混凝土并对混凝土进行捣实,接着将实验台安放在混凝土上表面,保证实验台的实验面板2水平后,在地脚孔内穿入地脚螺栓,通过地脚螺栓将四块支撑钢板3固定在混凝土上;(1) Install the test bench: Excavate the foundation pit according to the foundation diagram, pour concrete into the foundation pit and tamp the concrete, then place the test bench on the upper surface of the concrete to ensure that the test panel 2 of the test bench is level , penetrate the anchor bolts in the anchor holes, and fix the four supporting steel plates 3 on the concrete through the anchor bolts;

(2)、浇灌混凝土15天后,调整实验台的实验面板2至水平状态并保证实验台的支撑钢板3与混凝土上表面紧密接触后,紧固地脚螺栓上的螺母,接着依次将模拟实验箱体和加压支架安装在实验台的实验面板2上,然后把加压机构装配在加压支架顶部;(2) After 15 days of concrete pouring, adjust the experimental panel 2 of the experimental bench to a horizontal state and ensure that the supporting steel plate 3 of the experimental bench is in close contact with the upper surface of the concrete, tighten the nuts on the anchor bolts, and then place the simulated experimental box in sequence The body and the pressurized support are installed on the experimental panel 2 of the test bench, and then the pressurized mechanism is assembled on the top of the pressurized support;

(3)、安装液压泵站,液压泵站分别通过高压油管与所有的油缸连接,启动液压泵站,油缸工作,控制油缸的活塞杆伸缩量至所有的压板12处于同一水平面,停止液压泵站工作;(3) Install the hydraulic pump station. The hydraulic pump station is connected to all oil cylinders through high-pressure oil pipes, start the hydraulic pump station, the oil cylinder works, control the expansion and contraction of the piston rod of the oil cylinder until all the pressure plates 12 are at the same level, and stop the hydraulic pump station Work;

(4)、安装调试完毕后,把力学性质相似的材料按照一定比例放置在模拟实验箱内直到模拟实验箱被填满,其中每放置一部分材料要进行捣实压紧;(4) After the installation and debugging are completed, materials with similar mechanical properties are placed in the simulation test box according to a certain proportion until the simulation test box is filled, and each part of the material placed should be compacted;

(5)、启动液压泵站,控制油缸的活塞杆伸缩,使得油缸组11连接的所有压板12压紧在模拟实验箱内的材料最上层;(5) Start the hydraulic pump station, control the expansion and contraction of the piston rod of the oil cylinder, so that all the pressure plates 12 connected to the oil cylinder group 11 are pressed against the uppermost layer of materials in the simulation test box;

(6)、启动锚杆(索)机,穿过前挡板6的锚固孔8往模拟实验箱体内部打锚杆(索),模拟煤矿巷道帮部不同孔径不同排距锚杆(索)支护的锚固过程,检测锚杆(索)的锚固效果。(6) Start the bolt (cable) machine, pass through the anchor hole 8 of the front baffle 6 to drive the bolt (cable) inside the simulated experimental box, and simulate the bolt (cable) with different hole diameters and different row distances in the side of the coal mine roadway The anchoring process of the support is to detect the anchoring effect of the anchor rod (cable).

步骤(6)进行完毕后,利用锚杆拉拔计对锚杆(索)进行锚固力拉拔实验,其中锚杆拉拔计安装在实验托板13上。After the step (6) is completed, an anchor pullout test is carried out on the anchor rod (cable) by using the anchor rod pullout meter, wherein the anchor rod pullout meter is installed on the test supporting plate 13 .

本实施例并非对本发明的形状、材料、结构等作任何形式上的限制,凡是依据本发明的技术实质对以上实施例所作的任何简单修改、等同变化与修饰,均属于本发明技术方案的保护范围。This embodiment does not impose any formal restrictions on the shape, material, structure, etc. of the present invention. All simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the present invention belong to the protection of the technical solution of the present invention. scope.

Claims (8)

1.煤矿巷道帮部锚杆或锚索锚固模拟实验装置,其特征在于:包括实验台、加压机构和模拟实验箱,实验台包括长方形框架、实验面板和四块支撑钢板,四块支撑钢板均垂直设置,四块支撑钢板合围成长方体结构,每块支撑钢板的两侧边底部开设有地脚孔,长方形框架固定在四块支撑钢板上边沿上,长方形框架呈水平设置,实验面板固定在长方形框架上且实验面板的尺寸与长方形框架的内框尺寸相同;1. Coal mine roadway side bolt or anchor cable anchoring simulation experiment device, characterized in that: it includes a test bench, a pressurization mechanism and a simulation test box, and the test bench includes a rectangular frame, an experimental panel and four supporting steel plates, and the four supporting steel plates They are all vertically arranged, and four supporting steel plates enclose a rectangular cuboid structure. Anchor holes are opened at the bottom of both sides of each supporting steel plate, and the rectangular frame is fixed on the upper edge of the four supporting steel plates. On the rectangular frame and the size of the experimental panel is the same as the inner frame size of the rectangular frame; 模拟实验箱固定在实验面板上表面,加压机构通过加压支架固定在实验面板上表面且位于模拟实验箱的上方;The simulation experiment box is fixed on the upper surface of the experiment panel, and the pressurizing mechanism is fixed on the upper surface of the experiment panel through the pressure bracket and is located above the simulation experiment box; 模拟实验箱包括后挡板、位于左右两侧的两块侧钢板以及若干块位于前侧的前挡板,后挡板以及两块侧钢板均垂直固定在实验面板上,若干块前挡板上下并排设置,每块前挡板的左右两端分别通过第一螺栓连接在两块侧钢板的前侧边上;每块前挡板上设有两排锚固孔,其中左右相邻的两个锚固孔的间距均为200mm,第一排的锚固孔直径均为32mm±0.5mm,第二排的锚固孔直均为50mm±0.5mm。The simulated experiment box includes a rear baffle, two side steel plates on the left and right sides and several front baffles on the front side. The rear baffle and the two side steel plates are vertically fixed on the experimental panel, and several front baffles Arranged side by side, the left and right ends of each front baffle are respectively connected to the front sides of the two side steel plates by first bolts; each front baffle is provided with two rows of anchor holes, and the two adjacent left and right anchor holes The distance between the holes is 200mm, the diameter of the anchor holes in the first row is 32mm±0.5mm, and the diameter of the anchor holes in the second row is 50mm±0.5mm. 2.根据权利要求1所述的煤矿巷道帮部锚杆或锚索锚固模拟实验装置,其特征在于:相邻的两块支撑钢板通过角钢固定连接,角钢通过第二螺栓固定在相邻两块支撑钢板的侧部。2. The bolt or anchor cable anchoring simulation experiment device for the side of coal mine roadway according to claim 1, characterized in that: two adjacent supporting steel plates are fixedly connected by angle steel, and the angle steel is fixed on two adjacent pieces by second bolts. Support the sides of the steel plate. 3.根据权利要求2所述的煤矿巷道帮部锚杆或锚索锚固模拟实验装置,其特征在于:长方形框架的四个边框分别通过角钢连接在四块支撑钢板的上边沿上,角钢通过第三螺栓固定在长方形框架的边框和支撑钢板上边沿上。3. The coal mine roadway side anchor rod or anchor cable anchoring simulation experiment device according to claim 2, characterized in that: the four frames of the rectangular frame are respectively connected to the upper edges of the four supporting steel plates by angle steel, and the angle steel passes through the first Three bolts are fixed on the frame of the rectangular frame and the upper edge of the supporting steel plate. 4.根据权利要求3所述的煤矿巷道帮部锚杆或锚索锚固模拟实验装置,其特征在于:实验面板通过焊接的方式固定在长方形框架上。4. The bolt or cable anchoring simulation experiment device for coal mine roadway sides according to claim 3, characterized in that: the experimental panel is fixed on the rectangular frame by welding. 5.根据权利要求4所述的煤矿巷道帮部锚杆或锚索锚固模拟实验装置,其特征在于:模拟实验箱位于加压支架内,加压支架包括若干块顶板和若干组龙门架,若干组龙门架前后并排设置,龙门架外形为门字形结构,龙门架包括左立柱、右立柱和水平框架,左立柱和右立柱垂直设置,左立柱的下端通过第四螺栓固定在实验面板上,左立柱与侧钢板的左侧相接触,右立柱的下端通过第五螺栓固定在实验面板上,右立柱与另一块侧钢板的右侧相接触,水平框架水平设置,水平框架通过第六螺栓固定在左立柱和右立柱上端;5. The coal mine roadway side bolt or anchor cable anchoring simulation experiment device according to claim 4, characterized in that: the simulation test box is located in the pressurized support, and the pressurized support includes several top plates and several groups of gantry frames, several The group of gantry frames are arranged side by side. The shape of the gantry frame is a door-shaped structure. The gantry frame includes a left column, a right column and a horizontal frame. The left column and the right column are vertically arranged. The upright column is in contact with the left side of the side steel plate, the lower end of the right upright column is fixed on the experimental panel by the fifth bolt, the right upright column is in contact with the right side of another side steel plate, the horizontal frame is set horizontally, and the horizontal frame is fixed on the experimental panel by the sixth bolt. The upper ends of the left and right uprights; 若干块顶板通过第七螺栓固定在若干组龙门架的水平框架上;加压机构包括油缸组,油缸组包括若干个油缸,每个油缸的缸体端部固定在顶板下表面并穿设在水平框架内,每个油缸的活塞杆垂直向下设置并固定有压板,压板呈水平方向设置。Several top plates are fixed on the horizontal frames of several groups of gantry frames through the seventh bolt; In the frame, the piston rod of each oil cylinder is arranged vertically downward and is fixed with a pressure plate, and the pressure plate is arranged in a horizontal direction. 6.根据权利要求5所述的煤矿巷道帮部锚杆或锚索锚固模拟实验装置,其特征在于:每块前挡板上设有两个实验托板,两个实验托板分别位于两排锚固孔的下方,实验托板外形为角钢型,实验托板的一侧板垂直设置并通过第八螺栓固定在前挡板上,实验托板的另一侧板水平设置。6. The bolt or anchor cable anchoring simulation experiment device for coal mine roadway sides according to claim 5, characterized in that: each front baffle is provided with two experimental supporting plates, and the two experimental supporting plates are respectively located in two rows Below the anchor hole, the shape of the experimental supporting plate is an angle steel type. One side plate of the experimental supporting plate is vertically set and fixed on the front baffle by the eighth bolt, and the other side plate of the experimental supporting plate is set horizontally. 7.利用权利要求6所述的煤矿巷道帮部锚杆或锚索锚固模拟实验装置进行锚固模拟的实验方法,其特征在于:包括以下步骤:7. Utilize the coal mine roadway side anchor rod or anchor cable anchorage simulation experimental device of claim 6 to carry out the experimental method of anchorage simulation, it is characterized in that: comprise the following steps: (1)、对实验台进行安装:按照基础图,开挖基础坑,向基础坑内浇灌混凝土并对混凝土进行捣实,接着将实验台安放在混凝土上表面,保证实验台的实验面板水平后,在地脚孔内穿入地脚螺栓,通过地脚螺栓将四块支撑钢板固定在混凝土上;(1) Install the test bench: Excavate the foundation pit according to the foundation diagram, pour concrete into the foundation pit and tamp the concrete, then place the test bench on the upper surface of the concrete to ensure that the test panel of the test bench is level, Insert the anchor bolts in the anchor holes, and fix the four supporting steel plates on the concrete through the anchor bolts; (2)、浇灌混凝土15天后,调整实验台的实验面板至水平状态并保证实验台的支撑钢板与混凝土上表面紧密接触后,紧固地脚螺栓上的螺母,接着依次将模拟实验箱体和加压支架安装在实验台的实验面板上,然后把加压机构装配在加压支架顶部;(2) After 15 days of concrete pouring, adjust the experimental panel of the experimental bench to a horizontal state and ensure that the supporting steel plate of the experimental bench is in close contact with the upper surface of the concrete, tighten the nuts on the anchor bolts, and then place the simulated experimental box and The pressurized bracket is installed on the experimental panel of the test bench, and then the pressurized mechanism is assembled on the top of the pressurized bracket; (3)、安装液压泵站,液压泵站分别通过高压油管与所有的油缸连接,启动液压泵站,油缸工作,控制油缸的活塞杆伸缩量至所有的压板处于同一水平面,停止液压泵站工作;(3) Install the hydraulic pump station. The hydraulic pump station is connected to all oil cylinders through high-pressure oil pipes, start the hydraulic pump station, the oil cylinder works, control the expansion and contraction of the piston rod of the oil cylinder until all the pressure plates are at the same level, and stop the hydraulic pump station. ; (4)、安装调试完毕后,把力学性质相似的材料按照一定比例放置在模拟实验箱内直到模拟实验箱被填满,其中每放置一部分材料要进行捣实压紧;(4) After the installation and debugging are completed, materials with similar mechanical properties are placed in the simulation test box according to a certain proportion until the simulation test box is filled, and each part of the material placed should be compacted; (5)、启动液压泵站,控制油缸的活塞杆伸缩,使得油缸组连接的所有压板压紧在模拟实验箱内的材料最上层;(5) Start the hydraulic pump station and control the expansion and contraction of the piston rod of the oil cylinder, so that all the pressure plates connected to the oil cylinder group are pressed against the uppermost layer of the material in the simulation test box; (6)、启动锚杆机,穿过前挡板的锚固孔往模拟实验箱体内部打锚杆,模拟煤矿巷道帮部不同孔径不同排距锚杆支护的锚固过程,检测锚杆的锚固效果。(6) Start the bolter, pass through the anchor hole of the front baffle to drive the bolt to the inside of the simulated experiment box, simulate the anchoring process of the bolt support with different apertures and row spacing at the side of the coal mine roadway, and detect the anchorage of the bolt Effect. 8.根据权利要求7所述的煤矿巷道帮部锚杆或锚索锚固模拟实验装置进行锚固模拟的实验方法,其特征在于:步骤(6)进行完毕后,利用锚杆拉拔计对锚杆进行锚固力拉拔实验,其中锚杆拉拔计安装在实验托板上。8. The experimental method for anchoring simulation of the anchor rod or anchor cable anchoring simulation experimental device of the coal mine roadway side according to claim 7, characterized in that: after the step (6) is completed, the anchor rod puller is used to check the anchor rod. An anchor pullout test is carried out, in which the anchor pullout gauge is installed on the test support.
CN201711353856.7A 2017-12-15 2017-12-15 Coal mine roadway side portion's anchor pole or anchorage cable anchoring analogue experiment installation and its experimental method Pending CN107831009A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201711353856.7A CN107831009A (en) 2017-12-15 2017-12-15 Coal mine roadway side portion's anchor pole or anchorage cable anchoring analogue experiment installation and its experimental method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201711353856.7A CN107831009A (en) 2017-12-15 2017-12-15 Coal mine roadway side portion's anchor pole or anchorage cable anchoring analogue experiment installation and its experimental method

Publications (1)

Publication Number Publication Date
CN107831009A true CN107831009A (en) 2018-03-23

Family

ID=61644716

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201711353856.7A Pending CN107831009A (en) 2017-12-15 2017-12-15 Coal mine roadway side portion's anchor pole or anchorage cable anchoring analogue experiment installation and its experimental method

Country Status (1)

Country Link
CN (1) CN107831009A (en)

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108562483A (en) * 2018-05-02 2018-09-21 河南理工大学 A kind of small drift three-dimensional physical simulation chamber
CN108593449A (en) * 2018-05-02 2018-09-28 河南理工大学 A kind of axial direction servo loading analog simulation roadway surrounding rock creep test method
CN109000910A (en) * 2018-06-25 2018-12-14 中国矿业大学(北京) A kind of experiment porch of three-dimensional simulation coal mine roof plate fracture
CN109026106A (en) * 2018-08-27 2018-12-18 天地科技股份有限公司 The working condition simulation method and Work condition analogue testing stand of Bolt System
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
CN109205209A (en) * 2018-08-02 2019-01-15 三峡大学 A kind of deep rock mass stress fidelity transport device and method
CN109443736A (en) * 2018-12-21 2019-03-08 河南理工大学 Easy mobile multifunctional is crept into automatically and emulates anchor rod anchored testing stand for a kind of laboratory
CN110793851A (en) * 2019-09-30 2020-02-14 中国矿业大学 Mining steel belt bearing capacity testing device and testing method
CN111006925A (en) * 2019-12-11 2020-04-14 齐鲁交通发展集团有限公司 Device and method for preparing test piece for anchor rod stress and reinforcement mechanism experiment
CN111044374A (en) * 2020-01-03 2020-04-21 武汉科技大学 Anchor rod drawing test platform with adjustable size
CN113565436A (en) * 2021-09-07 2021-10-29 山西工程技术学院 Coal mine tunnel anchor rod drilling simulation device and simulation method thereof
CN113916667A (en) * 2021-10-11 2022-01-11 辽宁工业大学 Test device and method for simulating dynamic load down-tunnel/roadway newly-installed anchor rod body mechanical response

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6142023A (en) * 1995-11-17 2000-11-07 The Boeing Company Method and apparatus for applying a predetermined proof load to a cable and measuring the resultant cable length
CN101963555A (en) * 2010-08-19 2011-02-02 天地科技股份有限公司 Anchor rod or anchor rope support stress test method and device
CN103076278A (en) * 2013-01-23 2013-05-01 河南理工大学 Stimulated comprehensive experimental device for anchorage construction of anchor bolt support
CN103234830A (en) * 2013-05-23 2013-08-07 湖南科技大学 Anchoring property experiment platform of anchor rod
CN203758840U (en) * 2014-03-04 2014-08-06 中国水利水电科学研究院 Stress corrosion testing device for anchor cable
CN203811520U (en) * 2013-12-31 2014-09-03 河南理工大学 Special experimental bench for anchoring quality testing of resin anchors
CN204202890U (en) * 2014-09-03 2015-03-11 河南理工大学 The anchor rod anchored process simulation experimental provision of Soft Rock Drifts At Coal
CN205067080U (en) * 2015-10-30 2016-03-02 湖南科技大学 Extending anchor bolt support's of deep tunnel high resistant physical simulation experimental system
CN205483810U (en) * 2016-01-12 2016-08-17 河南工业和信息化职业学院 Coal mine tunnel anchor bolt support nondestructive test laboratory bench
CN106996302A (en) * 2017-05-27 2017-08-01 河南理工大学 Bore the integrated anchorage technology multi-function test stand of envelope note and its test method

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6142023A (en) * 1995-11-17 2000-11-07 The Boeing Company Method and apparatus for applying a predetermined proof load to a cable and measuring the resultant cable length
CN101963555A (en) * 2010-08-19 2011-02-02 天地科技股份有限公司 Anchor rod or anchor rope support stress test method and device
CN103076278A (en) * 2013-01-23 2013-05-01 河南理工大学 Stimulated comprehensive experimental device for anchorage construction of anchor bolt support
CN103234830A (en) * 2013-05-23 2013-08-07 湖南科技大学 Anchoring property experiment platform of anchor rod
CN203811520U (en) * 2013-12-31 2014-09-03 河南理工大学 Special experimental bench for anchoring quality testing of resin anchors
CN203758840U (en) * 2014-03-04 2014-08-06 中国水利水电科学研究院 Stress corrosion testing device for anchor cable
CN204202890U (en) * 2014-09-03 2015-03-11 河南理工大学 The anchor rod anchored process simulation experimental provision of Soft Rock Drifts At Coal
CN205067080U (en) * 2015-10-30 2016-03-02 湖南科技大学 Extending anchor bolt support's of deep tunnel high resistant physical simulation experimental system
CN205483810U (en) * 2016-01-12 2016-08-17 河南工业和信息化职业学院 Coal mine tunnel anchor bolt support nondestructive test laboratory bench
CN106996302A (en) * 2017-05-27 2017-08-01 河南理工大学 Bore the integrated anchorage technology multi-function test stand of envelope note and its test method

Cited By (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108593449A (en) * 2018-05-02 2018-09-28 河南理工大学 A kind of axial direction servo loading analog simulation roadway surrounding rock creep test method
CN108562483A (en) * 2018-05-02 2018-09-21 河南理工大学 A kind of small drift three-dimensional physical simulation chamber
CN109000910A (en) * 2018-06-25 2018-12-14 中国矿业大学(北京) A kind of experiment porch of three-dimensional simulation coal mine roof plate fracture
CN109205209A (en) * 2018-08-02 2019-01-15 三峡大学 A kind of deep rock mass stress fidelity transport device and method
CN109026106B (en) * 2018-08-27 2023-08-29 天地科技股份有限公司 Working condition simulation method and working condition simulation test bed for anchor bolt support system
CN109026106A (en) * 2018-08-27 2018-12-18 天地科技股份有限公司 The working condition simulation method and Work condition analogue testing stand of Bolt System
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
CN109443736A (en) * 2018-12-21 2019-03-08 河南理工大学 Easy mobile multifunctional is crept into automatically and emulates anchor rod anchored testing stand for a kind of laboratory
CN109443736B (en) * 2018-12-21 2024-04-19 河南理工大学 Laboratory is automatic drills into and is easily removed multi-functional emulation stock anchor test bench
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
CN111006925A (en) * 2019-12-11 2020-04-14 齐鲁交通发展集团有限公司 Device and method for preparing test piece for anchor rod stress and reinforcement mechanism experiment
CN111006925B (en) * 2019-12-11 2022-07-05 山东高速集团有限公司 A device and method for preparing experimental specimens for bolt stress and reinforcement mechanism
CN111044374A (en) * 2020-01-03 2020-04-21 武汉科技大学 Anchor rod drawing test platform with adjustable size
CN111044374B (en) * 2020-01-03 2024-05-03 武汉科技大学 Anchor rod drawing test platform with adjustable size
CN113565436A (en) * 2021-09-07 2021-10-29 山西工程技术学院 Coal mine tunnel anchor rod drilling simulation device and simulation method thereof
CN113916667A (en) * 2021-10-11 2022-01-11 辽宁工业大学 Test device and method for simulating dynamic load down-tunnel/roadway newly-installed anchor rod body mechanical response
CN113916667B (en) * 2021-10-11 2024-03-29 辽宁工业大学 Dynamic load simulated tunneling/roadway newly-installed anchor rod physical response test device and method

Similar Documents

Publication Publication Date Title
CN107831009A (en) Coal mine roadway side portion's anchor pole or anchorage cable anchoring analogue experiment installation and its experimental method
EP3712589B1 (en) Test apparatus and method for key roof block collapse in bidirectional static-dynamic loading
CN110346216B (en) Coal rock triaxial loading test device and method under condition of simulated tunneling disturbance
CN103076278B (en) Stimulated comprehensive experimental device for anchorage construction of anchor bolt support
CN102621010B (en) Multifunctional testing machine for deep surrounding rock anchorage performance
CN109443736B (en) Laboratory is automatic drills into and is easily removed multi-functional emulation stock anchor test bench
CN110261235B (en) Fracture surrounding rock anchoring performance damage testing device and testing method
CN103983742B (en) Coal seam overburden fractured coal and rock mass gas migration and drainage experimental system
CN211505504U (en) Test device for simulating tunnel crossing water-rich fault gushing water
CN106501014A (en) Vertical load testing machine for domain tunnel structure
CN109115632B (en) Anchoring body comprehensive shearing experiment device and experiment method thereof
CN109545069B (en) An experimental device for simulating uneven settlement of buildings in goaf and using method
CN106996302A (en) Bore the integrated anchorage technology multi-function test stand of envelope note and its test method
CN206681764U (en) A kind of coal mine tunnel top board simulates anchor bar suspension device
CN109975117B (en) Push pipe experiment box and experiment method
CN104614244B (en) High-stress roadway stability similarity simulation test device and method
CN111579755A (en) A kind of stope filling body simulation experiment device and method
CN202916109U (en) Multifunctional experimental device for simulating pipe-clay effect
CN103837416B (en) That simulates deep rock mass stress state adds unloading test device
CN206321516U (en) A kind of anchor pole shears nature imitation experiment device
CN112881166A (en) Device and method for testing stability of foundation in mining overall process and mining subsidence area
CN208888051U (en) A quasi-static loading test device for assembled stacked pipe gallery
CN103728077B (en) Anchor-holding force of anchor bolt test emulation comprehensive experimental device
CN204612945U (en) Coal mine tunnel top board three received strength comprehensive simulating experimental provision
CN209264265U (en) A laboratory automatic drilling and easy-to-move multi-functional simulation bolt anchoring test bench

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20180323