Measuring device and testing method for influence of local heating on adhesiveforce

A technology of local heating and measuring device, applied in measuring device, material analysis by optical means, instrument, etc., can solve the problem of not involving resistance wire heating, can not effectively carry out testing, etc., to achieve convenient soil sampling, reduce perturbation effect

Pending Publication Date: 2019-12-20
NANJING FORESTRY UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the research on these adhesion measuring devices cannot effectively test the change of adhesion force under the influence of different heating times and heating intensities, nor does it involve the use of resistance wires to heat the bottom of special curved surfaces, and the use of energization time and energization intensity. Change the temperature, test the adhesion force value and the change rule of the adhesion force with the heating of the resistance wire under different heating times and heating intensities

Method used

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  • Measuring device and testing method for influence of local heating on adhesiveforce
  • Measuring device and testing method for influence of local heating on adhesiveforce
  • Measuring device and testing method for influence of local heating on adhesiveforce

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Embodiment Construction

[0026] The present invention will be further described below in conjunction with the accompanying drawings and embodiments.

[0027] A measuring device and testing method for measuring the adhesion force of soil under a special curved surface by inverting sample preparation. Sheet 8, heat conduction column 9, resistance wire 10, energized clip 11, energized wire 12, energized connector 13, soil body 14, soil box 15, power supply 16 and tension gauge 17;

[0028]The upper part of the glass cylinder 1 is symmetrically provided with 4 hanging holes 2 cm away from the top, and 4 wiring corks 6 are inserted in the hanging holes, and the lifting ring 2 and the wiring cork 6 are connected by high-temperature-resistant slings 7;

[0029] The limiting block 3 is fixed in the middle of the glass cylinder 1 by high temperature resistant glass glue, 6cm away from the top;

[0030] There is a central round hole 18 in the center of the wooden frame 4, which is convenient for the electric w...

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Abstract

The invention discloses a measuring device and a testing method for influence of local heating on adhesive force, and the measuring device is together composed of a glass tube, a ring, a stop block, awooden frame, a miniature camera, a wiring plug, a sling, metal sheets, a thermally conductive post, a resistance wire, current clamps, current wires, current connectors, a soil body, a soil box, a power supply and a tension meter, wherein the metal sheets are arranged symmetrically at the bottom of the glass tube. Before the test, the current clamps of the two current wires are clamped on the resistance wire, the current connectors at the other ends of the current wires are connected to both poles of the power supply, and the change in adhesive force of the soil body is measured by locally heating the soil body by separating the glass tube from the soil body through the tensile force applied by the tension meter after a specific time of current. The device realizes the function of locally heating the soil body. The use of resistance wires as heating materials can facilitate the control of different heating times or heating intensities, which is an effective method to study the effectof local heating on the formation of mud cakes and the adhesive force to the soil body.

Description

technical field [0001] The invention belongs to the technical field of tunnel and underground engineering test instruments, in particular to a measuring device and a testing method for the influence of local heating on adhesion. Background technique [0002] In recent years, with the improvement of the economic level and the acceleration of the urbanization process, the shield construction technology in my country has gradually developed and matured. During the shield tunneling process of the shield machine, the cutter on the shield cutter head and the soil on the excavation surface continue to interact, which will generate a large amount of heat, which will be quickly transferred to the entire cutter head in the form of conduction. During the normal excavation process of the shield cutter head, the heat can be dissipated through the shield system or the surrounding soil, and will not have a great impact on the cutter head. However, with the advancement of the shield, the m...

Claims

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Application Information

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IPC IPC(8): G01N21/84G01N21/03
CPCG01N21/84G01N21/0332G01N2021/8405G01N2021/8411G01N2021/0389
Inventor 刘成马天龙张敬宇张永兴吕伟华
Owner NANJING FORESTRY UNIV
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