Cement concrete self-restriction contraction stress test approach

A technology of cement concrete and shrinkage stress, which is applied to measuring devices, instruments, and mechanical devices, etc., can solve the problems of not taking into account the difference in shrinkage and deformation of concrete specimens, and achieve the effect of low test cost and high test data accuracy.

Inactive Publication Date: 2008-07-16
甘肃土木工程科学研究院有限公司
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  • Abstract
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  • Application Information

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Problems solved by technology

[0004] The purpose of the present invention is to provide a self-constrained shrinkage stress test method for cement concrete in order to solve the problem that the existing concrete shrinkage stress testing and evaluation methods do not take into account the shrinkage deformation differences at different positions in the concrete specimen

Method used

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  • Cement concrete self-restriction contraction stress test approach

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specific Embodiment approach 1

[0008] Specific embodiment one: (referring to Fig. 1~Fig. 3) the method of this embodiment is realized by the following steps: one, make the cement concrete specimen 1 of the first prism shape; During the molding process of the concrete specimen 1, several holes 2 are reserved at different depths from the upper surface 3 of the first prism-shaped cement concrete specimen 1; The other five surfaces of the test piece 1 except the upper surface 3 are all sealed to prevent humidity exchange with the outside world; 4. Put the humidity sensor 4 in the reserved hole 2, and then seal the reserved hole 2; 5. Put the first The cement concrete specimen 1 in the shape of a prism is placed in any test environment with a relative humidity of 30% to 100%, and the relative humidity value RH(h, t) at the depth h from the surface corresponding to each sensor is read at different times t; Six, make the cement concrete specimen 5 of the second prism shape with the same size as the cement concrete...

specific Embodiment approach 2

[0009] Embodiment 2: The number of reserved holes 2 in step 2 of this embodiment is three to ten. Others are the same as in the first embodiment.

specific Embodiment approach 3

[0010] Embodiment 3: In step 5 of this embodiment, the reading interval of the time t is 2 to 4 hours. Others are the same as in the first embodiment.

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Abstract

A concrete self-restriction shrinkage stress detecting method relates to a method for detecting the concrete self-restriction shrinkage stress. The method aims at solving the problem of generating the self-restriction shrinkage stress caused by the shrinkage deformation difference at various positions in a concrete sample that is not considered by the existing concrete shrinkage stress detecting method. The method is provided with a humidity sensor arranged in a preformed hole of a first concrete sample with a prism shape, embedded with a plurality of groups of metal gauge heads at the two ends of an axes of a long axis of a second concrete sample with a prism shape in advance, respectively embedded with a metal gauge head along two ends of an axis of a thin slice shape sample, respectively detects relative humidity value, shrinkage value, and completely free shrinkage and deformation value at the location with a distance of h from the surface of the concrete, thereby calculating the self-shrinkage capacity at the location with the distance of h from the surface of the concrete. The detecting method of the invention can accurately and conveniently detect the self-shrinkage capacity of the concrete generated by the shrinkage and deformation at different positions of the inner and outer layers under different environmental conditions.

Description

technical field [0001] The invention relates to a method for testing concrete self-constrained shrinkage stress. Background technique [0002] Concrete shrinkage produces tensile stress due to external constraints. When the tensile stress reaches a certain level, the concrete structure will crack. This is one of the main reasons for cracking and durability reduction in actual structural engineering. Concerning concrete shrinkage and the resulting restrained tensile stress, a lot of research has been done at home and abroad and many achievements have been made. As far as concrete shrinkage stress is concerned, there are mainly two types of evaluation and testing methods: one is to calculate the shrinkage stress value of concrete under different constraints by testing the shrinkage value and elastic modulus of concrete specimens; the other is to use uniaxial For the restrained concrete specimen, the shrinkage stress value of the concrete under the fully or partially restraine...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N33/38G01N19/00
Inventor 高小建杨英姿邓宏卫
Owner 甘肃土木工程科学研究院有限公司
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