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Concrete sample high-temperature tensile experiment device and fire simulation system thereof

A simulation system and test device technology, applied in the direction of measuring devices, using stable tension/pressure testing material strength, instruments, etc., can solve the lack of fire simulation systems and other problems, achieve cost reduction, ingenious design, and reduce adverse effects Effect

Pending Publication Date: 2018-02-02
ZHENGZHOU UNIV
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AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to provide a fire simulation system to solve the technical problem of the lack of a suitable fire simulation system in the high-temperature tension test device for concrete specimens in the prior art; the purpose of the present invention is also to provide a fire simulation system for concrete Specimen high temperature tension test device

Method used

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  • Concrete sample high-temperature tensile experiment device and fire simulation system thereof
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  • Concrete sample high-temperature tensile experiment device and fire simulation system thereof

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Embodiment Construction

[0033] First of all, it is emphasized that in the present invention, the test piece refers to the concrete test piece, and the test piece 6 adopts an "I"-shaped structure, such as Figure 5 , Figure 6 As shown, from the middle to both ends, it is divided into the fire receiving section A1, the force transmission section A2 and the loading section A3, and the fire receiving section A1 includes the test section A0. The fire section A1 is used to simulate the action of the fire; the test section A0 is also a predetermined fracture section for the test of strength and deformation performance; the force transmission section is used to provide enough space for the test operation; the load section A3 is used for tension imposed. In order to avoid the stress concentration at the variable section, the arc surface transition with radius R is adopted between the test section A0 and the force transmission section A2, and between the force transmission section A2 and the load section A3....

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Abstract

The invention relates to a concrete sample high-temperature tensile experiment device and a fire simulation system thereof. The fire simulation system comprises a supporting mechanism and a fire simulation furnace arranged on the supporting mechanism; the fire simulation furnace is formed by connecting two isometric half-square-column-shaped shells through a hinge structure and a lock; a hearth for containing a concrete tensile sample is formed inside a hollow portion obtained after the fire simulation furnace is formed by the half-square-column-shaped shells, a heat production mechanism is arranged on the half-square-column-shaped shells, a joint is formed in the connecting face of the half-square-column-shaped shells, and the middle of the joint is expanded to form a deformation measuring joint for a deformationsensor clamp; the concrete sample high-temperature tensile experiment device comprises the fire simulation system. The fire simulation system is exquisite in design, due to the hinge structure, a sample testing section can still be placed into the hearth when the opening of the hearth is smaller than a sample loaded section, the heating efficiency of the sample testing section is improved, the fire simulation cost is lowered, and the adverse effect caused by a fire on a sample clamp and the surroundings is simulated.

Description

technical field [0001] The invention relates to a fire simulation system in the field of concrete mechanical performance testing and a high-temperature tensile test device for concrete specimens using the fire simulation system. Background technique [0002] With the economic and social development and the acceleration of the urbanization process, the rapid development of high-rise buildings, the problem of fire has become increasingly prominent, and has caused heavy economic losses and casualties. In high-rise buildings, reinforced concrete structures account for more than 90%. As the main structural material, concrete will undergo a series of changes in its mechanical properties during and after high-temperature fires, such as a decrease in strength and elastic modulus, and an increase in deformation. As the load-bearing and supporting system of buildings, structures must maintain sufficient bearing capacity for a certain period of time in order to enable the safe evacuati...

Claims

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Application Information

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IPC IPC(8): G01N3/02G01N3/18
CPCG01N3/02G01N3/18G01N2203/0226G01N2203/0017
Inventor 高丹盈汤寄予李庆斌杨林曹明兰杨淑慧吕铭艳韩德丰
Owner ZHENGZHOU UNIV
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