Geopolymer construction material
A technology of building materials and geopolymers, applied in the direction of cement production, etc., can solve the problem of low compressive strength, achieve fast curing, high strength, and meet the strength requirements
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Embodiment 1
[0009] Put 20 parts of kaolin in a muffle furnace and calcined at 850°C for 1.8h to form metakaolin. 7 parts of potassium hydroxide and 19 parts of sodium silicate were mixed and stirred evenly, and cooled to room temperature to obtain an alkali activator. The straws are dried, shredded, twisted, scaled and cut to obtain straw fragments of a specific length, which are stored in a dry environment for later use. Weigh 14 parts of straw scraps and 20 parts of metakaolin and put them into a blender, then add 9 parts of bentonite, 6 parts of silicon micropowder, then add alkali activator and distilled water, stir well, and wait to form a mixture with both viscosity and good fluidity The slurry was poured into the mold and tamped to shape. After standing at room temperature for 36 hours, the mold was removed and placed in a constant temperature and humidity box for curing to obtain the sample to be tested.
Embodiment 2
[0011] Put 20 parts of kaolin in a muffle furnace and calcined at 850°C for 1.8h to form metakaolin. 8 parts of potassium hydroxide and 18 parts of sodium silicate were mixed and stirred evenly, and cooled to room temperature to obtain an alkali activator. The straws are dried, shredded, twisted, scaled and cut to obtain straw fragments of a specific length, which are stored in a dry environment for later use. Weigh 15 parts of straw scraps and 21 parts of metakaolin and put them into a blender, then add 10 parts of bentonite, 7 parts of silicon micropowder, then add alkali activator and distilled water, stir evenly, and wait to form a mixture with both viscosity and good fluidity The slurry was poured into the mold and tamped to shape. After standing at room temperature for 36 hours, the mold was removed and placed in a constant temperature and humidity box for curing to obtain the sample to be tested.
Embodiment 3
[0013] The samples made in Example 1 and Example 2 (referred to as sample 1 and sample 2) and the existing building materials were tested for compressive strength: according to the preparation method of straw geopolymer, 20 mm×20 mm×20 mm straw geopolymer The material test block is tested for compressive strength using TYE-300B pressure testing machine. The test adopts any set cross-section mode, and the display mode is peak value display. Refer to GB / T 17671-1999 "Cement Mortar Strength Test Method" to adjust and control the loading rate to 600 N / s.
[0014] Test Results:
[0015]
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