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Method for testing expansion/contraction stress of cement-based material

A cement-based material and expansion stress technology, which is applied in the direction of material inspection products, electric/magnetic solid deformation measurement, electromagnetic measurement devices, etc., can solve problems such as measurement error, difficult to repeat positioning, and inability to measure expansion and contraction stress

Active Publication Date: 2014-06-18
JIANGSU SOBUTE NEW MATERIALS
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0015] Using this method can easily calculate the shrinkage and expansion stress of cement concrete under restricted conditions, but since the restraint is mainly provided by the steel bars in the middle, the degree of restraint is mainly determined by the size of the middle steel bars, the degree of restraint is not large enough, and the middle and There are stress concentrations at both ends
In addition, this method needs to move the test piece during the test, which is difficult to repeat the positioning, so it is easy to cause measurement errors and affect the calculation results, and because the test piece needs to be moved, the early expansion and contraction stress cannot be measured, and for the initial The determination of the cracking time cannot be accurately determined due to the need for human observation

Method used

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  • Method for testing expansion/contraction stress of cement-based material
  • Method for testing expansion/contraction stress of cement-based material
  • Method for testing expansion/contraction stress of cement-based material

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0072] 1: Basic parameters of the test

[0073] The ring material is low carbon steel, the modulus of elasticity is 206GPa, and Poisson's ratio is 0.3.

[0074] Ring size is R 1 =52mm,R 2 =60mm,R 3 =85mm,R 4 =95mm, h=t=25mm.

[0075] The test proportion (clean pulp) is as follows:

[0076] Table 2 test mix ratio (kg / m 3 )

[0077]

[0078] In Table 2, KB is the benchmark specimen (elastic modulus 20GPa, Poisson’s ratio 0.2), PZJ is the specimen mixed with expansion agent (elastic modulus 18GPa, Poisson’s ratio 0.2), the test environment conditions are 20°C, 60% relative humidity.

[0079] 2: Test results and analysis

[0080] Figure 4 It is the steel ring strain of C50-KB group. For the net slurry KB, the outer ring is not subject to external force, which is basically 0, and the inner ring is under pressure, so it is a negative strain. At 4.2 days, the strain of the inner ring changes abruptly, which characterizes the first cracking time of the specimen.

[00...

Embodiment 2

[0087] 1: Basic parameters of the test

[0088] The ring material is Invar steel, with an elastic modulus of 160GPa and a Poisson's ratio of 0.3.

[0089] Ring size is R 1 = 100mm, R 2 =115mm, R 3 =145mm, R 4 =160mm, h=t=75mm.

[0090] The concrete test ratio is as follows (aggregate particle size 5mm-10mm):

[0091] Table 4 Example 2 concrete mix ratio (kg / m 3 )

[0092]

[0093]In Table 4, KB is the benchmark concrete specimen (elastic modulus 30GPa, Poisson’s ratio 0.2), PZJ is the concrete specimen mixed with expansion agent (elastic modulus 28GPa, Poisson’s ratio 0.2), and the test environment conditions are 20°C, 35 % relative humidity, the surface is covered with ethylene plastic film for 2.5 days of moisture-proof curing, and then dried at 35% relative humidity.

[0094] Figure 7 is the steel ring strain of concrete KB group. Within 2.5 days, the strain of the inner ring and the outer ring is basically 0, that is, the concrete has not deformed significant...

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Abstract

The invention relates to a method for testing expansion / contraction stress of a cement-based material, which adopts a device for testing the expansion / contraction stress of the cement-based material is adopted. The device comprises inner and outer circular rings which are coaxially arranged and have the same height, and a strain testing device and a data acquisition device which are mutually electrically connected, wherein the materials of the inner and the outer circular rings are the same; the strain testing device comprises a plurality of testing strain gauges; the strain gauges are distributed on the external surface of the outer circular ring and the internal surface of the inner circular ring uniformly along a circumferential direction, and each testing strain gauge is electrically connected with the data acquisition device; the cement-based material is poured between the inner and the outer circular rings, and the strain of the inner and the outer circular rings is tested; and the expansion / contraction stress at a position where the internal radius of the cement-based material is r is calculated according to a formula (I). The method has the advantages that a, the test device is simple, and the operation is simple and convenient; b, restraint stress is uniform; and c, the method can test at the initial stage of watering moulding without moving test specimens, and continuous and automatic test.

Description

technical field [0001] The invention relates to a cement-based material expansion / shrinkage stress test method, which can evaluate the expansion effect of an expansion agent used to prepare shrinkage-compensating concrete, and belongs to the technical field of cement-based material testing. Background technique [0002] Shrinkage-compensated concrete refers to the concrete that is mixed with expansive agent or expansive cement to produce moderate expansion and certain self-stress under certain constraints. It is mainly used for structural self-waterproofing, filling expansion second-phase project, continuous pouring reinforced concrete project and mass concrete project for extending the distance between building expansion joints or post-casting strips. The expansion component relies on its own chemical reaction or reacts with other components of the cement to produce a certain limited expansion compensation or partially compensate for the shrinkage of the concrete during the...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N33/38G01B7/16
Inventor 田倩缪昌文刘加平张建业姚婷郭飞王育江
Owner JIANGSU SOBUTE NEW MATERIALS
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