High performance steel-polypropylene hybrid fiber concrete
A high-performance concrete, polypropylene fiber technology, applied in the field of concrete, can solve the problems of concrete reinforcement, toughening, limited crack resistance, etc., and achieve the effect of improving the tension-compression ratio
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Embodiment 1
[0013] Compressive strength test: The design scheme of orthogonal test is adopted. use L 18 (2 1 ×3 7 ) Orthogonal table. Steel fiber considers three factors: steel fiber volume ratio (three levels: 0.5%, 1.0%, 1.5%), steel fiber shape (two levels: corrugated and end hook shape), steel fiber aspect ratio (30, 50, 70); polypropylene fibers consider a factor that is the volume fraction of polypropylene fibers (three levels: 0.055%, 0.11%, 0.165%).
[0014] Mix ratio scheme of concrete matrix:
[0015]
[0016] The 150×150×150 concrete test block is supported according to the above mix ratio, and the compressive strength test is carried out. The test results are as follows.
[0017]
[0018] From the above test results, it can be seen that the maximum compressive strength is increased to 64.2Mpa, and the maximum increase is 23.2%. The average increase in compressive strength reached 12.2%.
Embodiment 2
[0020] Split tensile strength test: The design scheme of orthogonal test is adopted. use L 18 (2 1 ×3 7 ) Orthogonal table. Steel fiber considers three factors: steel fiber volume ratio (three levels: 0.5%, 1.0%, 1.5%), steel fiber shape (two levels: corrugated and end hook shape), steel fiber aspect ratio (30, 50, 70); polypropylene fibers consider a factor that is the volume fraction of polypropylene fibers (three levels: 0.055%, 0.11%, 0.165%).
[0021] Mix ratio scheme of concrete matrix:
[0022]
[0023] The 150×150×150 concrete block is supported according to the above mix ratio, and the split tensile strength test is carried out. The test results are as follows.
[0024]
[0025] From the above test results, it can be seen that the maximum value of split tensile strength is increased to 4.69Mpa, and the maximum increase rate is 40.0%. The average increase in compressive strength reached 23.8%.
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