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Coarse fiber for concrete and preparation method of coarse fiber

A thick fiber and concrete technology, applied in fiber processing, fiber chemical characteristics, filament/wire forming, etc., can solve the problems of limited anchoring and sliding energy consumption, affecting fiber reinforcement and toughening effect, and increasing the difficulty of forming processing, etc. , to achieve the effect of convenient and feasible process flow, reducing or suppressing cracks, and maintaining the shape of special-shaped cross-section

Active Publication Date: 2013-12-18
JIANGSU SOBUTE NEW MATERIALS +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] From the modification methods listed above, it can be seen that the modification methods are divided into chemical methods and physical methods. The chemical method is mainly to improve the interface between the fiber and the substrate by adding hydrophilic polymers, but there are certain limitations. Properties: The interface between the fiber and the substrate cannot be fully filled with hydration products. The presence of hydrophilic polymers will cause water film aggregation at the interface, which will cause the water-cement ratio to be too large, and the porosity will increase accordingly, thus affecting the fiber. The strengthening and toughening effect, and the addition of other components to the polymer will increase the difficulty of molding and processing, and will also reduce its mechanical properties to a certain extent
When the fiber bears the load in the matrix, it usually improves the impact resistance and toughness deformation ability by means of pulling out and sliding energy consumption. The rough surface of the prior art is mostly surface indentation, and the special-shaped cross-section is to increase the contact between the fiber and the matrix. Contact area, these types of thick fibers experience the same stroke after debonding from the matrix, so they have limited effect on anchoring and sliding energy dissipation after debonding

Method used

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  • Coarse fiber for concrete and preparation method of coarse fiber
  • Coarse fiber for concrete and preparation method of coarse fiber
  • Coarse fiber for concrete and preparation method of coarse fiber

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0030] After drying the polypropylene resin to a constant weight, add it to the twin-screw extruder, and set the temperature in each zone as follows:

[0031] a district

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150℃

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220℃

[0032] After being melted, it is extruded through the approximately triangular prismatic spinneret holes. The recesses between the adjacent edges of the spinneret holes are arc-shaped. The filaments enter the cooling liquid of the -5°C bath, and the cooled filaments are connected Into the godet hole that is the same shape as the spinneret hole but deflected 45°, the distance between the spinneret hole and the godet hole is 40mm, and the wire passing through the godet hole is at 85-135℃ Two-stage drawing is carried out, the drafting ratios of each stage are 4 times and 1.5 times respectively, and then heat-set at 110°C, and finally cut into coarse fibers with a length of...

Embodiment 2

[0035] After drying the polypropylene resin to a constant weight, add it to the twin-screw extruder, and set the temperature in each zone as follows:

[0036] a district

[0037] After being melted, it is extruded through the approximately triangular prismatic spinneret hole. The concave part between the adjacent ridges of the spinneret hole is arc-shaped. The wire rod enters the cooling liquid of the 0℃ bath, and the cooled wire rod is connected In the godet hole with the same shape as the spinneret hole but deflected by 55°, the distance between the spinneret hole and the godet hole is 60mm, and the wire passing through the godet hole is carried out at 85-135℃ Five-level drawing, the drafting ratios of each level are 3, 2, 1.4, 1.1, 1.05 times respectively, and then heat-set at 110°C, and finally cut into thick fibers with a length of 55mm. After testing, the radius r0 of the circumscribed circle of the section is 0.60mm, the edge width L1 is 0.12mm (20% of the radius of th...

Embodiment 3

[0039] After drying the polypropylene resin to a constant weight, add it to the twin-screw extruder, and set the temperature in each zone as follows:

[0040] a district

[0041] After being melted, it is extruded through the holes of the spinneret with approximately regular pentagonal edges. The recesses between the adjacent edges of the spinneret holes are arc-shaped. The filaments enter the cooling liquid of the bath at 5℃, and the cooled filaments are connected In the godet hole with the same shape as the spinneret hole but deflected by 35°, the distance between the spinneret hole and the godet hole is 45mm, and the wire passing through the godet hole is carried out at 85-135℃ Three-stage stretching, the drafting ratios of each stage are 3.8, 2.0, 1.2 times respectively, and then heat-set at 110°C, and finally cut into coarse fibers with a length of 30mm. The radius r0 of the circumscribed circle of the section is 0.35mm, and the edge width L1 is 12% of r0, which is 0.042...

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Abstract

The invention relates to a coarse fiber for concrete, which is in a shape formed by spirally twisting a polygonal prism along the axial direction, wherein the length of the coarse fiber is 20-60 mm and the diameter or the equivalent diameter of the section is 0.10-1.20 mm; and the surface between adjacent edges is concave. The preparation method comprises the following steps of: drying preparation materials of the fiber to constant weight and adding the materials into a double-screw extruder; after extruding through a spinneret plate hole, cooling filaments by utilizing cooling liquid; then connecting the filaments into a guide wire hole plate which is the same as the spinneret plate hole in shape and is rotated for an angle; carrying out grading multi-time stretching on the filaments of the guide wire hole plate; after the stretching is finished, carrying out heat setting; and then, cutting according to the length and packaging to obtain the product. According to the invention, through changing the appearance and the shape of the fiber, a good interface acting force exists between the coarse fiber and a substrate and the rigidity of the fiber is increased, so as to enhance or improve the performance of the coarse fiber in enhancing the anti-cracking, anti-breaking, tough, anti-impact properties and the like of the concrete.

Description

Technical field [0001] The invention relates to a polymer fiber and a preparation method thereof, in particular to a polymer crude fiber for concrete and a preparation method thereof. Background technique [0002] Concrete is a widely used and very important building material. It is currently developing towards high performance, functionality and high durability. But the inherent shortcomings of concrete such as low tensile strength, high brittleness, poor toughness, and poor resistance to deformation have restricted its development and application. In recent decades, people have used synthetic fibers to reinforce concrete in order to improve its anti-cracking and anti-seepage properties, optimize mechanical properties, and improve freeze-thaw resistance. [0003] Synthetic fibers have been widely used in concrete. Due to the reduction or elimination of cracks, the integrity of the mortar concrete structure is maintained and its durability is improved, thereby reducing the cost of...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B16/06D01F6/46D01F6/50D01F6/92D01F6/90D01F6/52D01F6/94D01D5/253
Inventor 刘加平阳知乾刘建忠周华新崔巩李长风吕进
Owner JIANGSU SOBUTE NEW MATERIALS