High-ductility self-recovery cement-based composite column
A self-restoring, cement-based technology, applied in the direction of columns, pier columns, pillars, etc., can solve the problems of low shear and flexural strength, poor seismic performance, high brittleness, etc., and achieve improved electrical conductivity, ductility and excellent seismic performance , enhance the binding effect
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Embodiment 1
[0022] A high ductility self-healing cement-based composite column, including steel pipes and cement-based materials, the cement-based materials include cement mortar, SMA fiber and carbon black, wherein the cement mortar is cement, glass powder, quartz sand, fly ash, water, reducing Water agent, wherein, calculated according to the mixing ratio, 250 parts of cement, 25 parts of glass powder, 400 parts of quartz sand, 900 parts of fly ash, 330 parts of water, 6 parts of water reducing agent, 10 parts of carbon black, with cement and glass powder , quartz sand, fly ash, water, and water-reducing agent are uniformly mixed volume as the base, and the volume content of SMA fiber is 1.5%; among them, SMA fiber and cement are P·I 42.5R Portland cement; glass powder It is recycled glass powder milled for 24 hours, with a particle size of about 15 μm; the quartz sand is refined quartz sand; the fly ash is Class I fly ash; the water reducer is a polycarboxylic acid high-performance wate...
Embodiment 2
[0032] On the basis of Example 1, different from Example 1, 200 parts of Portland Type I cement, 20 parts of glass powder, 420 parts of refined quartz sand, 950 parts of Class I fly ash, 350 parts of laboratory tap water, 4 parts of polycarboxylate high-performance water reducer, 10 parts of conductive carbon black, the volume content of SMA fiber is 1%, the ratio of SMA fiber to carbon black is 64:10; the average fiber diameter is about 0.2mm, and the length is about It is 12mm; the average particle size of carbon black is 200nm.
[0033] The test under the same conditions as in Example 1 showed that the 28d tensile strength was 4.8 MPa, and the ultimate tensile strain was 0.23%. In its ultimate tensile strain stage, the stress is removed after cracking, and after standing for a period of time, most of the tiny cracks are closed, and the closing rate reaches more than 50%, and the width of the main cracks in the final stretching area is significantly reduced, as image 3 (b)...
Embodiment 3
[0035]On the basis of Example 1, different from Example 1, 200 parts of Portland Type I cement, 950 parts of Class I fly ash, 350 parts of laboratory tap water, 10 parts of conductive carbon black, the volume of SMA fiber mixed The amount is 1.5%, and the ratio of SMA fiber to carbon black is 96:10.
[0036] The test was carried out under the same conditions as in Example 1, the 28d tensile strength was 5.0 MPa, and the ultimate tensile strain was 0.37%. In its ultimate tensile strain stage, the stress is removed after cracking, and after standing for a period of time, most of its tiny cracks are closed, and the closing rate reaches more than 80%. The width of the main cracks in the final stretching area is obviously reduced and almost completely closed, showing an obvious cracking mode with many cracks, such as image 3 (c) shown. By comparing the change of resistivity after cracking and recovery, it is found that the resistivity after recovery is 75% lower than that after ...
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