Antiskid material laying process applied to mine

Abstract

The invention belongs to the technical field of mines, particularly relates to an antiskid material laying process applied to mines, and aims to solve the problems of poor antiskid performance, limited adhesive force and no anti-static capability in the prior art, and provides the following scheme: the antiskid material laying process comprises the following steps: S1, preparing laying materials including a steel reinforcement framework, a screw rod, a bonding antiskid material and an antiskid layer, the bonding antiskid material comprises the following components in parts by weight: 20-25 parts of Portland cement, 25-30 parts of medium-coarse sand, 25-30 parts of aggregate, 10-15 parts of water, 5-8 parts of a reinforcing additive and 2-5 parts of an additive, aluminum oxide ceramic particles and cordierite ceramic particles are utilized to greatly increase friction force, and a water chute is further arranged to timely discharge accumulated water, so that the friction force is greatly increased, and the service life of the bonding antiskid material is prolonged. In addition, the whole road anti-slip device is fixed in a well through the screw rod, adhesive force is high, static electricity can be transmitted out in time through materials such as conductive carbon black, and the road anti-slip device has the anti-static capacity.

Description

Technical Field

[0001] The present invention relates to the technical field of mine, and in particular to an anti-slip material laying process applied to mines. Background Art

[0002] The Chinese patent document with the application number 202310812588.X discloses an anti-slip material and a road surface treatment method using the same. The anti-slip material provided by the present invention is prepared by the following formula: by weight, primer, 2 parts to 4 parts; binder, 23 parts to 30 parts; curing agent, 1 part; oxygen barrier agent, 1 part; retarder, 1 part; topcoat, 1 part to 2 parts; filler, 19 parts to 37 parts; pigment, 18 parts to 24 parts; fine aggregate, 19 parts to 41 parts; coarse aggregate, 24 parts to 51 parts. The beneficial effects are that the anti-slip material can effectively solve the technical problems of the safe mining of mines such as the hardening and cracking of the underground road surface, serious wear, obstruction of the construction process, and high construction intensity.

[0003] However, there are also some problems with the anti-slip material and the road surface treatment method using the same. For example, after a period of use, the paved road will be covered with a layer of water mist, resulting in a decrease in anti-slip performance and affecting traffic safety. Moreover, after laying, the adhesion force to the well is limited and it is easy to peel off. At the same time, due to the particularity of the mine, it needs to have the ability of anti-static electricity, but the above patent is not convenient to optimize again. Summary of the Invention

[0004] Based on the problems of poor anti-slip performance, limited adhesion force, and lack of anti-static electricity ability in the background art, the present invention proposes an anti-slip material laying process applied to mines.

[0005] An anti-slip material laying process applied to mines proposed by the present invention includes the following steps: S1: Prepare the materials for laying. The materials include a steel bar skeleton, a screw rod, an adhesive anti-slip material, and an anti-slip layer. The adhesive anti-slip material includes, by weight, 20 parts to 25 parts of portland cement, 25 parts to 30 parts of medium coarse sand, 25 parts to 30 parts of aggregate, 10 parts to 15 parts of water, 5 parts to 8 parts of reinforcing additive, and 2 parts to 5 parts of additive. The reinforcing additive includes modified steel fiber, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite. The additive includes water reducer, waterproof agent, and anti-static agent. The anti-slip layer includes alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin; S2: According to the range to be laid, screw the screw rod into the ground and inner wall of the mine in a spiral manner, then tie out a steel bar skeleton, and tie and fix the steel bar skeleton to the screw rod; S3: Obtain portland cement, medium-coarse sand, aggregate, water, reinforcing additive, and additive. Pour all of the portland cement, medium-coarse sand, aggregate, water, reinforcing additive, and additive into the concrete mixing equipment for rapid mixing. After mixing, obtain the bonding anti-slip material; S4: Formwork. Pour the bonding anti-slip material onto the steel reinforcement cage through a small concrete pump truck until it is completely submerged. Subsequently, use a leveling device for preliminary leveling; S5: While leveling, press out a water guide groove with a mold. In the area outside the water guide groove, quickly lay and flatten an anti-slip layer. After solidification and curing, the laying is completed. The anti-slip layer can greatly increase the friction of the road surface by using alumina ceramic particles and cordierite ceramic particles. Moreover, a water guide groove is provided, which can drain the accumulated water in time to ensure the anti-slip performance of the road. And as a whole, it is fixed in the well by a screw rod. To peel it off, the screw rod must be pulled out. It has strong adhesion. Moreover, the surfaces of the alumina ceramic particles and cordierite ceramic particles are adhered with conductive carbon black, which can conduct the static electricity in time and has the ability of anti-static.

[0006] Preferably, in S1, the weight ratio of modified steel fiber, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite in the reinforcing additive is controlled at 15:3:1:1, which can effectively treat the modified steel fiber.

[0007] Preferably, in S1, the preparation method of the modified steel fiber: Obtain steel fibers. The optimal length of the steel fibers is 20 mm - 50 mm, and the diameter is 0.3 mm - 0.6 mm. Pour the steel fibers into dilute hydrochloric acid with a concentration of 5% - 10% to treat the surface of the steel fibers. Obtain the modified steel fiber, which can enhance the compatibility of the modified steel fiber with other materials.

[0008] Preferably, in S1, the preparation method of the reinforcing additive: Modified steel fibers. Obtain epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite. Mix the three at high speed. After mixing evenly, obtain a coating liquid. Pour the just-modified modified steel fibers into the coating liquid and stir slowly and evenly to obtain the reinforcing additive, which can effectively enhance the strength of the modified steel fiber.

[0009] Preferably, in S1, the weight ratio of water reducer, waterproof agent, and antistatic agent in the additive is controlled at 4:3:3, which is convenient for exerting the effects of each additive.

[0010] Preferably, in S1, the weight ratio of alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin in the anti-slip layer is controlled at 4:4:1:1. Both the alumina ceramic particles and cordierite ceramic particles include particles with a particle size of 5 - 10 mm and particles with a particle size of 10 - 20 mm. The ratio of the two kinds of particles is 1:1, and an interrupted grading is adopted to form a dense packing to ensure the protection performance.

[0011] Preferably, in S1, the preparation method of the anti-slip layer: Obtain alumina ceramic particles and cordierite ceramic particles, and treat the surfaces of the alumina ceramic particles and cordierite ceramic particles with quartz sand of 120-200 mesh to form a microscopic uneven structure with a roughness Ra≥30μm, and the mechanical interlocking area is increased by more than 40%. At the same time, pour conductive carbon black and epoxy resin into a stirring device for mixing. After mixing evenly, pour the treated alumina ceramic particles and cordierite ceramic particles into it and continue to mix, so that the mixed liquid of conductive carbon black and epoxy resin wraps around the surfaces of the alumina ceramic particles and cordierite ceramic particles, thereby obtaining the anti-slip layer, which can effectively enhance the anti-slip performance of the anti-slip layer.

[0012] Preferably, in S2, the screw rods inserted into the mine are arranged at equal intervals. The screw rods are of a structure with spiral blades welded on the surface of steel rods. Before use, apply a layer of rust inhibitor on the surface of the screw rods, which can effectively protect the screw rods.

[0013] Preferably, in S3, first mix portland cement, medium-coarse sand, aggregate, reinforcing additive and additive, and then add water for stirring, which can accelerate the mixing speed.

[0014] Preferably, in S5, the water guide grooves are arranged along with the change of the terrain. The alumina ceramic particles and cordierite ceramic particles of the anti-slip layer can be pressed into more than half of the bonding anti-slip material to enhance the connection strength.

[0015] Advantages of the present invention: The anti-slip layer can greatly increase the friction force on the road surface by using alumina ceramic particles and cordierite ceramic particles. Moreover, water guide grooves are provided, which can drain the accumulated water in time to ensure the anti-slip performance of the road. And as a whole, it is fixed in the well by screw rods. To peel it off, the screw rods must be pulled out. It has strong adhesion. And the surfaces of the alumina ceramic particles and cordierite ceramic particles are adhered with conductive carbon black, which can transmit static electricity in time and has the ability of anti-static. Description of the Drawings

[0016] Figure 1 is the working flow chart proposed by the present invention. Detailed Embodiments

[0017] The present invention will be further explained below with reference to specific embodiments.

[0018] Refer to Figure 1 , Embodiment 1 In this embodiment, an anti-slip material laying process applied to a mine is proposed, including the following steps: S1: Prepare the materials for laying. The materials include a steel bar skeleton, screw rods, adhesive anti-slip materials, and an anti-slip layer. The adhesive anti-slip materials, by weight, include 23 parts of portland cement, 26 parts of medium-coarse sand, 26 parts of aggregate, 15 parts of water, 8 parts of reinforcing additives, and 2 parts of additives. The reinforcing additives include modified steel fibers, epoxy resin emulsion, polycarboxylate dispersant, and calcium nitrite. The additives include water reducer, waterproof agent, and antistatic agent. The anti-slip layer includes alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin. The weight ratio of modified steel fibers, epoxy resin emulsion, polycarboxylate dispersant, and calcium nitrite in the reinforcing additives is controlled at 15:3:1:1. Preparation method of modified steel fibers: Obtain steel fibers. The optimal length of the steel fibers is 35 mm and the diameter is 0.4 mm. Pour the steel fibers into dilute hydrochloric acid with a concentration of 6% to treat the surface of the steel fibers. Obtain modified steel fibers. Preparation method of the reinforcing additives: For the modified steel fibers, obtain epoxy resin emulsion, polycarboxylate dispersant, and calcium nitrite. Mix the three at high speed. After mixing evenly, obtain a coating liquid. Pour the just-modified modified steel fibers into the coating liquid and stir slowly and evenly to obtain the reinforcing additives. The weight ratio of water reducer, waterproof agent, and antistatic agent in the additives is controlled at 4:3:3. The weight ratio of alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin in the anti-slip layer is controlled at 4:4:1:1. Both alumina ceramic particles and cordierite ceramic particles include particles with a particle size of 7 mm and particles with a particle size of 15 mm, and the ratio of the two types of particles is 1:1. Preparation method of the anti-slip layer: Obtain alumina ceramic particles and cordierite ceramic particles. Treat the surfaces of the alumina ceramic particles and cordierite ceramic particles with 150-mesh quartz sand to form a microscopic uneven structure with a roughness Ra of 30 μm and a 40% increase in the mechanical interlocking area. At the same time, pour conductive carbon black and epoxy resin into a stirring device for mixing. After mixing evenly, pour the treated alumina ceramic particles and cordierite ceramic particles into it and continue to mix so that the mixed liquid of conductive carbon black and epoxy resin wraps around the surfaces of the alumina ceramic particles and cordierite ceramic particles, thereby obtaining the anti-slip layer; S2: According to the range to be laid, screw the screw rods spirally into the ground and inner wall of the mine, then tie up the steel bar skeleton and fix the steel bar skeleton to the screw rods. The screw rods inserted into the mine are distributed at equal intervals. The screw rod is a structure with spiral blades welded on the surface of a steel rod. Before use, apply a layer of rust inhibitor on the surface of the screw rod; S3: Obtain portland cement, medium-coarse sand, aggregate, water, reinforcing additives, and additives. Pour all of the portland cement, medium-coarse sand, aggregate, water, reinforcing additives, and additives into a concrete mixing device for rapid mixing. After mixing, obtain the adhesive anti-slip materials. First, mix the portland cement, medium-coarse sand, aggregate, reinforcing additives, and additives, and then add water for mixing; S4: Formwork erection. Pour the adhesive anti-slip material onto the steel reinforcement cage through a small concrete pump truck until it is completely submerged, and then use leveling equipment for preliminary leveling. S5: While leveling, press out water guide grooves with a mold. In the area outside the water guide grooves, quickly lay and flatten an anti-slip layer. The water guide grooves are arranged along with the change of the terrain. The alumina ceramic particles and cordierite ceramic particles of the anti-slip layer can be pressed into more than half of the adhesive anti-slip material, and then solidify and cure to complete the laying.

[0019] Refer to Figure 1 , Embodiment 2 In this embodiment, an anti-slip material laying process applied to a mine is proposed, including the following steps: S1: Prepare the materials for laying. The materials include a steel reinforcement cage, screw rods, adhesive anti-slip material, and anti-slip layer. The adhesive anti-slip material, by weight, includes 22 parts of portland cement, 28 parts of medium coarse sand, 26 parts of aggregate, 14 parts of water, 8 parts of reinforcing additive, and 2 parts of additive. The reinforcing additive includes modified steel fibers, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite. The additive includes water reducer, waterproofing agent, and antistatic agent. The anti-slip layer includes alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin. The weight ratio of modified steel fibers, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite in the reinforcing additive is controlled at 15:3:1:1. Preparation method of modified steel fibers: Obtain steel fibers with an optimal length of 35 mm and a diameter of 0.4 mm, and pour the steel fibers into dilute hydrochloric acid with a concentration of 6% to treat the surface of the steel fibers. Obtain modified steel fibers. Preparation method of the reinforcing additive: For the modified steel fibers, obtain epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite, and mix the three at high speed. After mixing evenly, obtain a coating solution. Pour the just-modified modified steel fibers into the coating solution and stir slowly and evenly to obtain the reinforcing additive. The weight ratio of water reducer, waterproofing agent, and antistatic agent in the additive is controlled at 4:3:3. The weight ratio of alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin in the anti-slip layer is controlled at 4:4:1:1. Both the alumina ceramic particles and cordierite ceramic particles include particles with a particle size of 7 mm and particles with a particle size of 15 mm, and the ratio of the two types of particles is 1:1. Preparation method of the anti-slip layer: Obtain alumina ceramic particles and cordierite ceramic particles, and treat the surfaces of the alumina ceramic particles and cordierite ceramic particles with 150-mesh quartz sand to form a microscopic concave-convex structure with a roughness Ra of 30 μm and an increase in the mechanical interlocking area by 40%. At the same time, pour conductive carbon black and epoxy resin into a stirring device for mixing. After mixing evenly, pour the treated alumina ceramic particles and cordierite ceramic particles into it and continue to mix, so that the mixed solution of conductive carbon black and epoxy resin wraps around the surfaces of the alumina ceramic particles and cordierite ceramic particles, thereby obtaining the anti-slip layer. S2: Insert the screw rod spirally into the ground and inner wall of the mine according to the required laying range, then tie up the steel bar framework, and tie and fix the steel bar framework to the screw rod. The screw rods inserted into the mine are evenly distributed. The screw rod is a structure with spiral blades welded on the surface of a steel rod. Before use, apply a layer of rust inhibitor on the surface of the screw rod; S3: Obtain portland cement, medium-coarse sand, aggregate, water, reinforcing additive and additive. Pour all the portland cement, medium-coarse sand, aggregate, water, reinforcing additive and additive into the concrete mixing equipment for rapid mixing. After mixing, the bonding and anti-slip material is obtained. First, mix the portland cement, medium-coarse sand, aggregate, reinforcing additive and additive, and then add water for mixing; S4: Formwork. Pour the bonding and anti-slip material onto the steel bar framework through a small pump truck until it is completely submerged, and then use a leveling device for preliminary leveling; S5: While leveling, press out the water guide grooves with a mold. In the area outside the water guide grooves, quickly lay and press flat an anti-slip layer. The water guide grooves are arranged along with the change of the terrain. More than half of the alumina ceramic particles and cordierite ceramic particles of the anti-slip layer can be pressed into the bonding and anti-slip material. Cure and maintain to complete the laying.

[0020] Refer to Figure 1 Example 3 In this embodiment, a laying process of anti-slip material applied to a mine is proposed, including the following steps: S1: Prepare the materials for laying. The materials include a steel bar skeleton, screw rods, adhesive anti-slip materials, and an anti-slip layer. The adhesive anti-slip materials, by weight, include 23 parts of portland cement, 27 parts of medium-coarse sand, 26 parts of aggregate, 14 parts of water, 7 parts of reinforcing additives, and 3 parts of additives. The reinforcing additives include modified steel fibers, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite. The additives include water reducer, waterproof agent, and antistatic agent. The anti-slip layer includes alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin. The weight ratio of modified steel fibers, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite in the reinforcing additives is controlled at 15:3:1:1. Preparation method of modified steel fibers: Obtain steel fibers with an optimal length of 35 mm and a diameter of 0.4 mm. Pour the steel fibers into dilute hydrochloric acid with a concentration of 6% to treat the surface of the steel fibers. Obtain modified steel fibers. Preparation method of reinforcing additives: For the modified steel fibers, obtain epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite. Mix the three at high speed. After mixing evenly, obtain a coating liquid. Pour the just-modified modified steel fibers into the coating liquid and stir slowly and evenly to obtain reinforcing additives. The weight ratio of water reducer, waterproof agent, and antistatic agent in the additives is controlled at 4:3:3. The weight ratio of alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin in the anti-slip layer is controlled at 4:4:1:1. Both alumina ceramic particles and cordierite ceramic particles include particles with a particle size of 7 mm and particles with a particle size of 15 mm, and the ratio of the two types of particles is 1:1. Preparation method of the anti-slip layer: Obtain alumina ceramic particles and cordierite ceramic particles. Treat the surfaces of the alumina ceramic particles and cordierite ceramic particles with 150-mesh quartz sand to form a microscopic uneven structure with a roughness Ra of 30 μm and a 40% increase in mechanical bite area. At the same time, pour conductive carbon black and epoxy resin into a stirring device for mixing. After mixing evenly, pour the treated alumina ceramic particles and cordierite ceramic particles into it and continue to mix so that the mixed liquid of conductive carbon black and epoxy resin wraps around the surfaces of the alumina ceramic particles and cordierite ceramic particles, thereby obtaining the anti-slip layer; S2: According to the area to be laid, screw the screw rods spirally into the ground and inner wall of the mine, then tie up a steel bar skeleton and fix the steel bar skeleton to the screw rods. The screw rods inserted into the mine are distributed at equal intervals. The screw rods are of a structure with spiral blades welded on the surface of steel rods. Before use, apply a layer of rust inhibitor on the surface of the screw rods; S3: Obtain portland cement, medium-coarse sand, aggregate, water, reinforcing additives, and additives. Pour all of the portland cement, medium-coarse sand, aggregate, water, reinforcing additives, and additives into a concrete mixing device for rapid mixing. After mixing, obtain the adhesive anti-slip materials. First, mix the portland cement, medium-coarse sand, aggregate, reinforcing additives, and additives, and then add water for stirring; S4: Formwork erection. Pour the adhesive anti-slip material onto the steel bar framework through a small concrete pump truck until it is completely submerged, and then use leveling equipment for preliminary leveling. S5: While leveling, press out water guide grooves with a mold. In the area outside the water guide grooves, quickly lay and flatten an anti-slip layer. The water guide grooves are arranged along with the changes in the terrain. The alumina ceramic particles and cordierite ceramic particles of the anti-slip layer can be pressed into more than half of the adhesive anti-slip material, followed by solidification and curing to complete the laying.

[0021] Refer to Figure 1 , Example 4 In this embodiment, a laying process of anti-slip material applied to a mine is proposed, including the following steps: S1: Prepare the materials for laying. The materials include a steel bar framework, screw rods, adhesive anti-slip material, and anti-slip layer. The adhesive anti-slip material, by weight, includes 23 parts of portland cement, 27 parts of medium coarse sand, 27 parts of aggregate, 13 parts of water, 6 parts of reinforcing additive, and 4 parts of additive. The reinforcing additive includes modified steel fibers, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite. The additive includes water reducer, waterproof agent, and antistatic agent. The anti-slip layer includes alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin. The weight ratio of modified steel fibers, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite in the reinforcing additive is controlled at 15:3:1:1. Preparation method of modified steel fibers: Obtain steel fibers with an optimal length of 35 mm and a diameter of 0.4 mm, and pour the steel fibers into dilute hydrochloric acid with a concentration of 6% to treat the surface of the steel fibers. Obtain modified steel fibers. Preparation method of the reinforcing additive: For modified steel fibers, obtain epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite, and mix the three at high speed. After mixing evenly, obtain a coating solution. Pour the just-modified modified steel fibers into the coating solution and stir slowly and evenly to obtain the reinforcing additive. The weight ratio of water reducer, waterproof agent, and antistatic agent in the additive is controlled at 4:3:3. The weight ratio of alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin in the anti-slip layer is controlled at 4:4:1:1. Both the alumina ceramic particles and cordierite ceramic particles include particles with a particle size of 7 mm and particles with a particle size of 15 mm, and the ratio of the two types of particles is 1:1. Preparation method of the anti-slip layer: Obtain alumina ceramic particles and cordierite ceramic particles, and treat the surfaces of the alumina ceramic particles and cordierite ceramic particles with 150-mesh quartz sand to form a microscopic uneven structure with a roughness Ra of 30 μm, and the mechanical interlocking area is increased by 40%. At the same time, pour conductive carbon black and epoxy resin into a stirring device for mixing. After mixing evenly, pour the treated alumina ceramic particles and cordierite ceramic particles into it and continue mixing so that the mixed solution of conductive carbon black and epoxy resin wraps around the surfaces of the alumina ceramic particles and cordierite ceramic particles, thereby obtaining the anti-slip layer. S2: Insert the screw rod spirally into the ground and inner wall of the mine according to the required laying range, then tie out the steel bar framework, and tie and fix the steel bar framework to the screw rod. The screw rods inserted into the mine are evenly distributed. The screw rod has a structure with spiral blades welded on the surface of the steel rod. Before use, apply a layer of rust inhibitor on the surface of the screw rod; S3: Obtain Portland cement, medium-coarse sand, aggregate, water, reinforcing additive and additive. Pour all of the Portland cement, medium-coarse sand, aggregate, water, reinforcing additive and additive into the concrete mixing equipment for rapid mixing. After mixing, the bonding and anti-slip material is obtained. First, mix the Portland cement, medium-coarse sand, aggregate, reinforcing additive and additive, and then add water for mixing; S4: Formwork. Pour the bonding and anti-slip material onto the steel bar framework through a small pump truck until it is completely immersed, and then use a leveling device for preliminary leveling; S5: While leveling, press out the water guide grooves with a mold. In the area outside the water guide grooves, quickly lay and press flat an anti-slip layer. The water guide grooves are arranged along with the change of the terrain. More than half of the alumina ceramic particles and cordierite ceramic particles of the anti-slip layer can be pressed into the bonding and anti-slip material. Cure and maintain to complete the laying.

[0022] Refer to Figure 1 , Example 5 In this embodiment, an anti-slip material laying process applied to a mine is proposed, including the following steps: S1: Prepare the materials for laying. The materials include a steel bar skeleton, screw rods, adhesive anti-slip materials, and an anti-slip layer. The adhesive anti-slip materials, by weight, include 25 parts of portland cement, 25 parts of medium-coarse sand, 28 parts of aggregate, 12 parts of water, 5 parts of reinforcing additives, and 5 parts of additives. The reinforcing additives include modified steel fibers, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite. The additives include water reducer, waterproofing agent, and antistatic agent. The anti-slip layer includes alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin. The weight ratio of modified steel fibers, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite in the reinforcing additives is controlled at 15:3:1:1. Preparation method of modified steel fibers: Obtain steel fibers. The optimal length of the steel fibers is 35 mm, and the diameter is 0.4 mm. Pour the steel fibers into dilute hydrochloric acid with a concentration of 6% to treat the surface of the steel fibers. Obtain modified steel fibers. Preparation method of reinforcing additives: Modified steel fibers, obtain epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite. Mix the three at high speed. After mixing evenly, obtain a coating liquid. Pour the just-modified modified steel fibers into the coating liquid and stir slowly and evenly to obtain reinforcing additives. The weight ratio of water reducer, waterproofing agent, and antistatic agent in the additives is controlled at 4:3:3. The weight ratio of alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin in the anti-slip layer is controlled at 4:4:1:1. Both alumina ceramic particles and cordierite ceramic particles include particles with a particle size of 7 mm and particles with a particle size of 15 mm, and the ratio of the two types of particles is 1:1. Preparation method of the anti-slip layer: Obtain alumina ceramic particles and cordierite ceramic particles. Treat the surfaces of the alumina ceramic particles and cordierite ceramic particles with 150-mesh quartz sand to form a microscopic uneven structure with a roughness Ra of 30 μm and a 40% increase in the mechanical interlocking area. At the same time, pour conductive carbon black and epoxy resin into a stirring device for mixing. After mixing evenly, pour the treated alumina ceramic particles and cordierite ceramic particles into it and continue mixing so that the mixed liquid of conductive carbon black and epoxy resin wraps around the surfaces of the alumina ceramic particles and cordierite ceramic particles, thereby obtaining the anti-slip layer; S2: According to the range to be laid, screw the screw rods spirally into the ground and inner wall of the mine, then tie up the steel bar skeleton and fix the steel bar skeleton to the screw rods. The screw rods inserted into the mine are distributed at equal intervals. The screw rod is a structure with spiral blades welded on the surface of a steel rod. Before use, apply a layer of rust inhibitor on the surface of the screw rod; S3: Obtain portland cement, medium-coarse sand, aggregate, water, reinforcing additives, and additives. Pour all of the portland cement, medium-coarse sand, aggregate, water, reinforcing additives, and additives into a concrete mixing device for rapid mixing. After mixing, obtain the adhesive anti-slip materials. First, mix the portland cement, medium-coarse sand, aggregate, reinforcing additives, and additives, and then add water for mixing; S4: Formwork erection. Pour the adhesive anti-slip material onto the steel bar framework through a small concrete pump truck until it is completely immersed, and then use a leveling device for preliminary leveling. S5: While leveling, press out water guide grooves with a mold. In the area outside the water guide grooves, quickly lay and flatten an anti-slip layer. The water guide grooves are arranged along with the changes in the terrain. The alumina ceramic particles and cordierite ceramic particles of the anti-slip layer can be pressed into more than half of the adhesive anti-slip material, and then solidify and cure to complete the laying.

[0023] Compare the conventional laying process with the laying processes of Embodiments 1 to 5. The laying processes of Embodiments 1 to 5 are as follows in the table:

[0024] As can be seen from the above table, the anti-slip property, adhesion and anti-static property of the laying process of the present invention are significantly improved, and Embodiment 2 is the best embodiment.

[0025] The above is only a preferred specific embodiment of the present invention, but the protection scope of the present invention is not limited thereto. Any person skilled in the art within the technical scope disclosed by the present invention, according to the technical solution and inventive concept of the present invention, makes equivalent substitutions or changes, and all should be covered within the protection scope of the present invention.

Claims

1. An anti-slip material laying process applied to a mine, characterized in that, It includes the following steps: S1: Prepare the materials for laying, including a steel bar skeleton, a screw rod, an adhesive anti-slip material, and an anti-slip layer. The adhesive anti-slip material, by weight, includes 20 parts to 25 parts of portland cement, 25 parts to 30 parts of medium-coarse sand, 25 parts to 30 parts of aggregate, 10 parts to 15 parts of water, 5 parts to 8 parts of reinforcing additive, and 2 parts to 5 parts of additive. The reinforcing additive includes modified steel fibers, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite. The additive includes a water reducer, a waterproof agent, and an antistatic agent. The anti-slip layer includes alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin; S2: According to the laying range required, screw the screw rod spirally into the ground and inner wall of the mine, then tie out the steel bar skeleton, and tie and fix the steel bar skeleton to the screw rod; S3: Obtain portland cement, medium-coarse sand, aggregate, water, reinforcing additive, and additive, pour all of them into a concrete mixing device for rapid mixing, and after mixing, obtain the adhesive anti-slip material; S4: Formwork, pour the adhesive anti-slip material onto the steel bar skeleton through a small pump truck until it is completely submerged, and then use a leveling device for preliminary leveling; S5: While leveling, press out a water guide groove with a mold, and quickly lay and press flat an anti-slip layer in the area outside the water guide groove, and cure it to complete the laying.

2. The anti-slip material laying process for a mine according to claim 1, characterized in that, In S1, the weight ratio of modified steel fibers, epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite in the reinforcing additive is controlled at 15:3:1:

1.

3. The anti-slip material laying process for a mine according to claim 1, wherein In S1, the preparation method of the modified steel fibers: Obtain steel fibers, the optimal length of the steel fibers is 20 mm - 50 mm, and the diameter is 0.3 mm - 0.6 mm. Pour the steel fibers into dilute hydrochloric acid with a concentration of 5% - 10% to treat the surface of the steel fibers. Obtain the modified steel fibers.

4. A non-slip material laying process for mines according to claim 3, characterized in that, In S1, the preparation method of the reinforcing additive: For the modified steel fibers, obtain epoxy resin emulsion, polycarboxylic acid dispersant, and calcium nitrite, mix the three at high speed, and after mixing evenly, obtain a coating liquid. Pour the just-modified modified steel fibers into the coating liquid and stir slowly and evenly to obtain the reinforcing additive.

5. A skid-resistant material laying process applied to a mine according to claim 1, characterized in that, In S1, the weight ratio of the water reducer, waterproof agent, and antistatic agent in the additive is controlled at 4:3:

3.

6. The anti-slip material laying process for a mine according to claim 1, characterized in that, In S1, the weight ratio of alumina ceramic particles, cordierite ceramic particles, conductive carbon black, and epoxy resin in the anti-slip layer is controlled at 4:4:1:

1. Both the alumina ceramic particles and the cordierite ceramic particles include particles with a particle size of 5 - 10 mm and particles with a particle size of 10 - 20 mm, and the ratio of the two types of particles is 1:

1.

7. A skid-resistant material laying process applied to a mine according to claim 1, characterized in that, In S1, the preparation method of the anti-slip layer: Obtain alumina ceramic particles and cordierite ceramic particles, and treat the surfaces of the alumina ceramic particles and cordierite ceramic particles with quartz sand of 120-200 mesh to form a microscopic uneven structure with a roughness Ra≥30μm, increasing the mechanical interlocking area by more than 40%. At the same time, pour conductive carbon black and epoxy resin into a stirring device for mixing. After mixing evenly, pour the treated alumina ceramic particles and cordierite ceramic particles into it and continue mixing, so that the mixed liquid of conductive carbon black and epoxy resin wraps around the surfaces of the alumina ceramic particles and cordierite ceramic particles, thereby obtaining the anti-slip layer.

8. A skid-resistant material laying process applied to a mine according to claim 1, characterized in that, In S2, the screw rods inserted into the mine are distributed at equal intervals. The screw rods are of a structure with spiral blades welded on the surface of steel rods. Before use, apply a layer of rust inhibitor on the surface of the screw rods.

9. A skid-resistant material laying process applied to a mine according to claim 1, characterized in that, In S3, first mix portland cement, medium-coarse sand, aggregate, reinforcing additive and additive, and then add water for stirring.

10. A skid-resistant material laying process applied to a mine according to claim 1, characterized in that, In S5, the water guide grooves are arranged along with the change of the terrain, and more than half of the alumina ceramic particles and cordierite ceramic particles of the anti-slip layer can be pressed into the bonding anti-slip material.

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