Recycled concrete self-heat-preservation building block and manufacturing method thereof
A technology of recycled concrete and self-insulation blocks, which is applied in the field of insulation blocks, can solve the problems of unsatisfactory stability, strength and thermal insulation performance, and has not achieved very good results.
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Embodiment 1
[0052] This example uses the following materials:
[0053] Cement: choose 42.5R grade cement produced by a company in Changsha, Hunan. Coarse and fine aggregates: waste concrete from a road renovation project in Changsha, Hunan. To simplify the research, the concrete used in this test does not contain bricks, wood, glass, steel and other sundries. In order to meet the particle size requirements of coarse aggregate and fine aggregate for concrete preparation, waste concrete must be crushed. The preparation is to manually crush the waste concrete fragments to meet the particle size requirements of the crusher inlet, and then crush them with a crusher, and finally use a set of sieves to control the particle size within the range of 0.75mm to 20mm. Finally, screening is carried out, and the continuous gradation of 4.75mm-20mm is selected as coarse aggregate, and the continuous gradation of 0.75-4.75mm is fine aggregate. Water: tap water, in line with JGJ63-2006 "Concrete Water S...
Embodiment 2
[0059] The materials used in this example are the same as those in Example 1. The mix ratio of MU2.5 recycled concrete hollow blocks is: cement: water: recycled coarse aggregate: recycled fine aggregate: high-performance water reducer: fly ash The ratio is equal to 1: 0.56: 3.47: 1.87: 0.0075: 0.1; the mixing ratio of thermal insulation mortar is cement: water: recycled fine aggregate: perlite = 1: 0.68: 2.2: 0.28.
[0060] After the recycled concrete is mixed, it is formed by a special mold for test piece forming. After demoulding, fill the gaps of the hollow blocks with thermal insulation mortar. After 28 days of curing under natural conditions, the recycled concrete hollow blocks are sent for sample testing. The strength level of the test is MU2 .5. The test basis is "Ordinary Concrete Small Hollow Blocks" GB8239-1997, and the test results are shown in Table 2 below:
[0061] Table 2
[0062]
Embodiment 3
[0064] The materials used in this example are the same as in Example 1. The ratio of MU3.5 recycled concrete hollow blocks is: cement: water: recycled coarse aggregate: recycled fine aggregate: high-performance water reducer: fly ash mass ratio It is equal to 1: 0.50: 3.05: 1.63: 0.001: 0.05; the mixing ratio of thermal insulation mortar is cement: water: recycled fine aggregate: perlite = 1: 0.63: 2.2: 0.22.
[0065] After the recycled concrete is mixed, it is molded by a special mold for test piece molding. After demoulding, it is cured under natural conditions for 28 days and then made into a recycled concrete hollow block for sample testing. The strength level of the test is MU3.5. The testing basis is "Ordinary Concrete Small Hollow block "GB8239-1997, the test results are shown in the following table 3:
[0066] table 3
[0067]
PUM
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