Road filling material prepared from slag soil and electric furnace slag and preparation method of road filling material
An electric furnace slag and road technology, applied in the direction of roads, roads, buildings, etc., can solve the problems of high cost, aging resistance, insufficient strength, etc., and achieve the effect of high shear resistance and reducing void ratio.
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Embodiment 1
[0094] A 3-ton road filling material was prepared, based on the total weight of the road filling material, comprising about 10 wt. stimulant. Wherein, the active micropowder is crushed and ground by the red brick in the construction waste in the jaw crusher and grinder, and the specific surface area of the obtained micropowder is 2000m 2 / kg, by crushing and grinding the waste ceramics in the jaw crusher and grinder, the specific surface area of the obtained fine powder is 2100m 2 / kg, the two are mixed with a weight ratio of 1:2.5; the slag is the slag from the demolition of steel-concrete structures; the electric furnace slag is the electric furnace steel slag produced by Shanghai Wuyang Factory; the activator is alkali The composition of class activator A and salt activator B, the weight ratio of activator A and B is 5:1; Base activator A is 30% by weight Ca(OH) based on the total weight of base activator A 2 , 10 wt% NaOH, 30 wt% Na 2 CO 3 and 30 wt% Na 2 SiO 3 9...
Embodiment 2
[0103] Preparation of Modified and Reinforced Wood Fiber Materials
[0104] (1) The waste wood in the construction waste is chopped into fragment materials with a maximum diameter of 0.5-2cm;
[0105] (2) Place the chopped segment material in a stirring tank, add 25% by weight of polyvinylpolypyrrolidone aqueous solution, stir evenly with a stirrer, and the mass ratio of the segment material to the surface modifier is 300:1;
[0106] (3) Add polyethylene powder to the fragment material after surface modification, fully mix, make it uniform, make the surface of fragment material adhere to polyethylene powder, the mass ratio of described fragment material and polyethylene is 80:1;
[0107] (4) heat-treat the mixture obtained in step (3) for 45 minutes at 135° C., and cool to room temperature to obtain a modified and reinforced wood fiber material.
Embodiment 3
[0109] Prepare 3 tons of road filling material according to the same operating procedure as in Example 1, and its difference from Example 1 is only that the road filling material of Example 1 is added on the basis of the road filling material of Example 1. The modified and reinforced wood fiber material prepared in Example 2 was 3% by weight of the total weight of the building material. According to the standard highway design specification, a certain amount of the material was taken to make a test piece of Φ×h=10cm×10cm, and its 28d unconfined compressive strength was tested according to the same method as in Example 1. It has been measured that its 28d strength is 1.87MPa, and its unconfined compressive strength has increased by about 16%, which fully meets the strength requirements of high-grade road subgrade filling materials, and also meets the unconfined compressive strength requirements of expressways.
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