Early-warning system and method for temperature cracks on surface of concrete
A technology for concrete surface and temperature cracks, applied in directions such as thermometers that give differential values, can solve problems such as temperature gradients and easy surface cracks
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[0033] figure 2 A hardware block diagram of an early warning system for concrete surface cracks. The early warning system of the present invention includes a temperature sensor 2, a data processing unit and an alarm, and the data processing unit includes an amplifier, an analog signal conversion circuit, a display, a power supply circuit and a single-chip microcomputer including a calculation program; the temperature data collected by the temperature sensor 2 is processed by the amplifier. 1. After the analog signal conversion circuit, it is input into the single-chip microcomputer; after the single-chip computer performs the calculation, the calculation result is displayed on the display, and when the calculation result is greater than the alarm threshold, it outputs a signal to the alarm to alarm.
[0034] Three or more temperature sensors 2 (such as figure 1 shown), the connection of the temperature sensor 2 is connected to the computing equipment, and the computing equip...
Embodiment
[0078] In this implementation, a total of three common temperature sensors 2 (but not limited to three temperature sensors) are used, the measurement accuracy of the temperature sensors 2 are all ±0.3°C, and the time interval for the temperature sensors 2 to collect temperature data is 1 second. The three temperature sensors are first fixed in the mortar prefabricated parts, and the prefabricated parts are embedded in the concrete silo, and the size of the concrete silo is 20m×60m×3m. The actual buried depths of the three temperature sensors 2 in the concrete silo are 0.05m, 0.10m, and 0.15m, respectively.
[0079] Actual concrete ultimate tensile stress standard σ t =1.0MPa, take the concrete surface as the alarm judgment position P. The concrete parameters are λ=141.1524kJ / (md°C), E=3.54e10Pa, μ=0.18, φ(ε)=1.0, β=800kJ / (dm 2 °C), a=0.0022m 2 / h (where E is the elastic modulus of the concrete, μ is the Poisson’s ratio, α is the coefficient of linear expansion, T 0 is th...
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