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Pull-out test device for simulating anchor rods in deep strata and test method of pull-out test device

A technology for pulling-out test and test device, which is applied in the direction of measuring device, optical device, test sample preparation, etc., can solve the problem of not reflecting the confining pressure of the anchor body, and not being able to truly simulate the pull-out test of the anchor rod, Inaccurate temperature control and other problems, to achieve the effect of convenient operation of the test method, accurate and efficient monitoring, and simple production

Active Publication Date: 2019-02-01
ANHUI UNIV OF SCI & TECH +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] Chinese patent application number: 201410813728.6 "Anchoring Material High Temperature Drawing Experimental Device and Experimental Method" discloses an anchoring material high temperature drawing experimental device and its experimental method. This patent application can realize the drawing experiment of anchoring material at high temperature, but The technical scheme adopted by it only simulates the pull-out test under the influence of temperature, and there is a certain gap with the real deep formation under the influence of "three highs" when the bolt and anchor are pulled out, and it cannot truly simulate the real "three highs" environment. The bolt pullout test situation
[0005] The published academic papers "The Effect of Water and Temperature on the Anchor Force of Resin Anchor" and "Research on the Mechanical Properties of Resin Anchor Agent for Full-length Prestressed Anchor" focus on the pull-out test of anchor bolts under the action of temperature and water. , but the effects of temperature and water on bolt anchorage are studied separately, and it does not reflect the effect of confining pressure on the anchor
Moreover, in the test of the influence of temperature on the anchorage of resin anchors, the temperature control is not accurate

Method used

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  • Pull-out test device for simulating anchor rods in deep strata and test method of pull-out test device
  • Pull-out test device for simulating anchor rods in deep strata and test method of pull-out test device
  • Pull-out test device for simulating anchor rods in deep strata and test method of pull-out test device

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Embodiment 1

[0048] Such as Figure 1-3 As shown, the present invention provides a kind of simulated deep strata bolt pullout test device, the prefabricated concrete 6 is placed in the pressure working tank 11 of the test device, and the anchor rod hole 14 that is used to place the anchor rod 4 is reserved in the concrete 6, The test device includes: pressure supply mechanism, seepage supply mechanism and pulling mechanism;

[0049] The pressure supply mechanism includes a rubber water bag 8, a water bag water supply pipe 17 and a water temperature and pressure controller 12. The rubber water bag 8 is wrapped around the outer circumference of the concrete 6. The water bag water supply pipe 17 runs through the pressure working tank 11 and communicates with the rubber water Bag 8, water bag water supply pipe 17 is provided with water temperature and pressure controller 12, is used to control the flow and the temperature of flowing to the water in rubber water bag 8; The water in the water b...

Embodiment 2

[0065] Such as figure 1 As shown, in this embodiment, in order to ensure that the force borne by the anchor rod 4 during the pull-out test is a vertical axial force, a level is set on the test device. The specific method is: in the test in embodiment 1 On the basis of the device, on the front of the upper fixing plate 15 and the front of the tank body of the pressure working tank 11, a bubble-type or pointer-type spirit level is arranged, and the level is respectively located on the front of the upper fixing plate facing the front of the anchor rod 4 and On the front of the pressure working tank 15, during the specific test process, when the force borne by the anchor rod is a non-vertical axial force, the pointer or bubble will be displayed synchronously, so as to provide the test personnel with the correct direction of the applied force. in accordance with. The structure of other test devices in this embodiment is the same as that of Embodiment 1, and will not be repeated he...

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Abstract

The invention provides a pull-out test device for simulating anchor rods in deep strata and a test method of the pull-out test device. The pull-out test device comprises a pressure supply mechanism, aseepage supply mechanism and a pull-out mechanism. A rubber water bag is used for packaging and squeezing concrete to simulate surrounding rock pressure in a roadway at a certain temperature, seepagewater in a seepage pressure storage tank is used for simulating seepage pressure in the roadway, a jack of a hollow plunger is used for pulling the anchor rods to simulate pulling force borne by theanchor rods in an anchor rod supporting mode, in the process, the pulling distance is measured by an axial displacement measuring device, the pulling force exerted by the jack of the hollow plunger isrecorded by a pressure sensor, the pulling distance is measured by the axial displacement measuring device, and the stress-strain of the anchor rods in the pulling process is recorded by a fiber bragg grating strain sensor. The pull-out test device for simulating the anchor rods in the deep strata and the test method of the pull-out test device can provide corresponding and accurate theoretical basis for the supporting design of deep underground tunnels.

Description

technical field [0001] The invention belongs to the technical field of mine simulation equipment, and in particular relates to a simulated deep formation bolt pulling test device and a test method. Background technique [0002] As coal mines are gradually mined deeper, under the influence of high ground stress, high ground temperature and high seepage, or "three highs", deep underground roadways appear a large number of roadways such as: roadways with soft expansive surrounding rocks, roadways with broken surrounding rocks, roadways affected by ground temperature and groundwater and other complex and difficult roadways, these complex and difficult roadways need to be supported before operation; since the anchor support system was applied to mine roadway support, it has obtained engineering technology due to its advantages of fast, efficient, less space and location, and economy The recognition of personnel has been widely used in geotechnical engineering such as mines, tunne...

Claims

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Application Information

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IPC IPC(8): G01N3/08G01B11/16G01N1/28
CPCG01B11/16G01N1/28G01N3/08G01N2203/0017G01N2203/0075G01N2203/0226G01N2203/0232
Inventor 刘小虎李万峰程桦姚直书薛维培
Owner ANHUI UNIV OF SCI & TECH
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