Application of temperature-sensitive hydrogel in improving concrete shrinkage and cracking resistance
A temperature-sensitive hydrogel and concrete technology, which is applied in the field of road materials, can solve the problems of poor anti-shrinkage cracking effect and affect the mechanical properties of cement concrete, etc., and achieve the goal of improving anti-shrinkage performance, cracking resistance performance, and water retention capacity Effect
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Embodiment 1
[0027] The present embodiment provides a kind of concrete, which is composed of the following raw materials in terms of mass percentage: 4% of thermosensitive hydrogel, 15% of cement, 74% of aggregate, and 7% of water; wherein fine aggregate is 25%, Coarse aggregate is 49%.
[0028] Wherein: the lower critical solution temperature of the temperature-sensitive hydrogel involved is 32°C.
[0029] The fineness modulus of the fine aggregate is 2.8, the mud content is 2.5%, and the apparent density is 2650kg / m 3 , bulk density is 1420kg / m 3 . The particle size distribution of the coarse aggregate is 10-31.5mm, the crushing index is 7.5%, and the apparent density is 2690kg / m 3 , the mud content is 0.5%. The total volume occupied by aggregates in concrete is very high, but in most cases, it is difficult to reach the critical saturation inside the aggregates, so the concrete performance changes caused by aggregates are small, so this application uses different particle sizes aggr...
Embodiment 2
[0037] This embodiment provides a kind of concrete, which is composed of the following raw materials in terms of mass percentage: 3% of temperature-sensitive hydrogel, 16% of cement, 73% of aggregate, and 8% of water.
[0038] In this embodiment, the requirements for raw materials and the preparation method of concrete are the same as in Example 1, the difference is that the additions of N-isopropylacrylamide monomer, deionized water, initiator and crosslinking agent are respectively : 6g, 54g, 0.0024g, 0.0033g.
[0039] The performance test results of this embodiment are shown in Tables 1-4.
Embodiment 3
[0041] This embodiment provides a kind of concrete, which is composed of the following raw materials in terms of mass percentage: 5% of thermosensitive hydrogel, 14.2% of cement, 74% of aggregate, and 6.8% of water.
[0042]In this embodiment, the requirements for raw materials and the preparation method of concrete are the same as in Example 1, the difference is that the additions of N-isopropylacrylamide monomer, deionized water, initiator and crosslinking agent are respectively : 10g, 90g, 0.0041g, 0.0055g.
[0043] The performance test results of this embodiment are shown in Tables 1-4.
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