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A kind of prestressed anchor rod for underground engineering model test and its application method

A technology for model testing and underground engineering, which is applied in the installation of bolts, earth-moving drilling, mining equipment, etc., can solve problems such as simulation of prestressed bolts, and achieve the effect of low cost and simple production.

Inactive Publication Date: 2014-10-15
SHANDONG UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The purpose of the present invention is to overcome the above-mentioned deficiencies in the prior art, provide a kind of effective underground engineering model test prestressed anchor rod and application method, to solve the simulation problem of prestressed anchor rod in model test

Method used

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  • A kind of prestressed anchor rod for underground engineering model test and its application method
  • A kind of prestressed anchor rod for underground engineering model test and its application method

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Embodiment Construction

[0022] The present invention will be described in further detail below in conjunction with the accompanying drawings and embodiments.

[0023] figure 1 Among them, the prestressed anchor rod used in the underground engineering model test of this embodiment includes a rod body 1, a tray 2, a spring 3, and a nut 4; there are two trays 2, and the tray 2 and the nut 4 are sequentially set on the rod body 1, and the spring 3 is also set on the rod body 1, between two trays 2; the rod body 1 is a metal rod body, which determines the size and compares the materials according to the similar scale of the model test; one end of the rod body 1 is provided with a nut 4 corresponding to The other end of the rod body 1 is coated with an adhesive 5, which can quickly bond the rod body 1 and the model body 7.

[0024] A method for constructing a prestressed bolt for an underground engineering model test, comprising the following steps:

[0025] (1) Drilling. Locate the position of the anch...

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Abstract

The invention discloses a pre-stressed anchor rod for an underground engineering model test. The pre-stressed anchor rod comprises a rod body, trays, a spring and a nut, wherein the two trays and the nut are sleeved on the rod body in sequence; and the spring is also sleeved on the rod body and arranged between the two trays. The invention also discloses an operation method for the pre-stressed anchor rod for the underground engineering model test. The operation method comprises three steps including drilling, installing the anchor rod and applying pre-stress. By the pre-stressed anchor rod. the problem of simulation of the pre-stressed anchor rod in the model test is solved, and the pre-stressed anchor rod has the advantages that (1), the manufacturing is simple and the cost is low; (2), the dimension of the anchor rod and the pre-stress are adjustable, so as to satisfy various similarity ratio requirements of the model test; (3), and the pre-stressed anchor rod can be widely used for geomechnical model test research in such underground engineering fields as water conservancy, traffic, mine and the like.

Description

technical field [0001] The invention relates to a geomechanics model test technology, in particular to a prestressed anchor rod used in an underground engineering model test and a construction method. Background technique [0002] The geomechanics model test is to convert the actual project into an indoor model for test simulation according to the similarity theory, which is conducive to highlighting the main contradictions in the complex test process, and is easy to grasp and discover the inner connection of the phenomenon. Among them, the underground engineering model test is the tunnel It is an effective method and means to conduct simulations for underground projects such as mines, coal lanes, etc., and to guide the design and construction of underground projects. In the underground engineering model test, after the cavern is excavated, it is necessary to simulate the support of the cavern, such as simulated bolt support. Prestressed anchors still lack effective means, ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D21/00E21D20/00
Inventor 李为腾李智王德超李术才王琦王洪涛
Owner SHANDONG UNIV
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