A Method of Controlling Cracks in Composite Shear Wall Using Prestress
A combination shear wall and control combination technology, applied in the processing of walls, building materials, construction, etc., can solve the problems of inability to accurately determine the best timing and degree of prestressing prestressing construction, etc., to achieve Reduce blindness, avoid more cracks, prevent and control the effect of temperature cracks
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[0094] Example 1: According to the test data and calculation results, the temperature-stress-time curve and the crack-resistant strength-time curve of the wall panel concrete 5 are made, and the timing of applying prestress is determined according to the characteristic points on the curve.
[0095] For a composite shear wall, concrete with a strength grade of C60 is used, and the amount of fly ash and mineral powder in the concrete are both 20%, and the corresponding elastic modulus adjustment coefficients are respectively β 1 =0.99,β 2 =1.02, the standard value of tensile strength at 28d age measured by the test f tk =2.85×10 4 MPa, elastic modulus E at 28d age 0 =3.60×10 4 MPa, steel linear expansion coefficient α s =1.383×10 -5 , concrete linear expansion coefficient α c =1.025×10 -5 .
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