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Concrete stress testing system under high temperature and high pressure

A stress test, high temperature and high pressure technology, applied in the direction of applying stable tension/pressure to test the strength of materials, measuring devices, instruments, etc., can solve the inconvenience of providing a variety of complex environmental variables and the inability to achieve high temperature and high pressure variable adjustment control , Inconvenient transducer installation and other problems, to achieve the effect of convenient and quick height adjustment, saving test cost, and convenient for multiple use

Inactive Publication Date: 2020-01-24
BOZHOU VOCATIONAL & TECHNICAL COLLEGE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The existing devices for concrete stress testing using ultrasonic waves do not have specific equipment testing, and there are still certain disadvantages when using ultrasonic waves for testing. Adjustment and control, especially in the existing device, there is no effective way to adjust the concrete temperature; secondly, when testing the concrete, the existing ultrasonic detection device is not convenient for installing the transducer, and it is necessary to rely on external objects and The glue will fix the transducer on the concrete, and the concrete needs to be polished before fixing, which greatly reduces the test efficiency and has a certain impact on people's use process. Therefore, we propose a high-temperature and high-pressure Concrete Stress Testing System under

Method used

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  • Concrete stress testing system under high temperature and high pressure
  • Concrete stress testing system under high temperature and high pressure
  • Concrete stress testing system under high temperature and high pressure

Examples

Experimental program
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Embodiment 1

[0032] Such as Figure 1-3 and Figure 6 As shown, a concrete stress test system under high temperature and high pressure includes a main body box 1, a booster device, a stamping device, a sealed door structure, a temperature increase device and a control system. The booster device is installed on the upper side of the main body box 1, The stamping device is installed in the middle of the main box 1, the airtight door structure is installed in the front end of the main box 1, and the heating device is installed in the inner bottom outer surface of the main box 1;

[0033] The pressurization device includes a liquid inlet tank 2, which is connected to one end of the upper side of the main body box 1, and one side of the liquid inlet tank 2 is connected to a liquid inlet 9, which is close to the main body box 1 around the liquid inlet tank 2 Four groups of support rods 3 are fixedly installed, and top plates 4 are fixedly installed on the upper ends of the four groups of suppor...

Embodiment 2

[0042] Such as Figure 1-6 As shown, a concrete stress test system under high temperature and high pressure includes a main body box 1, a booster device, a stamping device, a sealed door structure, a temperature increase device and a control system. The booster device is installed on the upper side of the main body box 1, The stamping device is installed in the middle of the main box 1, the airtight door structure is installed in the front end of the main box 1, and the heating device is installed in the inner bottom outer surface of the main box 1;

[0043] No. 1 sealing box 19 is fixedly installed on the upper end of No. 1 base plate 15, No. 2 sealing box 20 is fixedly installed on the upper end of No. 2 base plate 16, and four groups of No. 1 spring tubes 21 are fixedly installed on one side of No. 1 sealing box 19, four groups One side of No. 1 spring tube 21 is fixedly installed with No. 1 squeeze plate 23, one side of No. 2 sealed box 20 is fixedly equipped with four gro...

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Abstract

The invention discloses a concrete stress testing system under a high temperature and high pressure. The concrete stress testing system comprises a main body box, a pressurizing device, a stamping device, a sealing door structure, a temperature increasing device and a control system, the pressurizing device is installed on one side of the upper end of the main body box, the stamping device is installed in the middle portion of the main body box, and the sealing door structure is installed at the front end of the main body box. According to the concrete stress testing system, the stress of theconcrete under the high temperature and the high pressure can be tested, the pressurizing device and the temperature increasing device are controlled by the control system to achieve increasing and adjusting of the internal pressure and the temperature, the stamping device is controlled to stamp concrete to be detected to test a concrete sample by a nonmetal sound wave detector so as to extrude and fix a concrete piece to be tested, and therefore, the ultrasonic detection is completed under the condition of not damaging the surface of the concrete.

Description

technical field [0001] The invention relates to the field of concrete stress testing, in particular to a concrete stress testing system under high temperature and high pressure. Background technique [0002] Concrete is a composite material composed of cement slurry matrix and aggregate particles. With its advantages of economy, applicability and easy molding, concrete has become the most widely used building material in the world. There are certain voids and micro-cracks inside, which will show extremely complex elastic properties. During the design and service period of the structure, due to the influence of external factors such as external forces, temperature changes, and loads, the performance of concrete will degrade, accompanied by porosity. Development of cracks and micro-cracks etc. Therefore, the detection of the actual stress state of concrete materials can not only provide the necessary basis for the prevention and repair of concrete structure defects, but also ...

Claims

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Application Information

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IPC IPC(8): G01N3/02G01N3/18
CPCG01N3/02G01N3/18
Inventor 魏亮王凯崔亚涛杨阳王名铭
Owner BOZHOU VOCATIONAL & TECHNICAL COLLEGE
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