Coarse fiber for concrete and preparation method of coarse fiber

A crude fiber and concrete technology, applied in fiber processing, fiber chemical characteristics, filament/thread forming, etc., can solve problems such as limited anchoring and slip energy dissipation, affecting fiber reinforcement and toughening effect, and increasing the difficulty of forming and processing. , to achieve the effect of convenient and feasible process flow, reducing or inhibiting cracks, and maintaining the shape of special-shaped sections

Active Publication Date: 2012-09-12
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 the polypropylene resin is dried to constant weight, it is added to the twin-screw extruder, and the set temperature of each zone is:

[0031] a district

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150℃

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[0032] After melting, it is extruded through the approximately triangular prism-shaped spinneret hole. The concave part between the adjacent edges of the spinneret hole is arc-shaped. into the spinneret hole in the same shape as the spinneret hole but deflected by 45°, the distance between the spinneret hole and the spinneret hole is 40mm, and the filaments passing through the spinneret hole are heated at 85-135°C Two-stage stretching is carried out, and the drafting ratios of each level are 4 times and 1.5 times respectively, and then heat setting is carried out at 110° C., and finally cut into thick fibers wit...

Embodiment 2

[0035] After the polypropylene resin is dried to constant weight, it is added to the twin-screw extruder, and the set temperature of each zone is:

[0036] a district

[0037]After melting, it is extruded through the approximately triangular prism-shaped spinneret hole, and the concave part between the adjacent edges of the spinneret hole is arc-shaped. In the spinneret holes that are in the same shape as the spinneret holes but deflected by 55°, the distance between the spinneret holes and the spinneret holes is 60 mm, and the filaments passing through the spinneret holes are processed at 85-135° Five-stage stretching, the draft ratios of each stage are 3, 2, 1.4, 1.1, and 1.05 times respectively, and then heat-setting 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 the circumscribed circle of the section), the equi...

Embodiment 3

[0039] After the polypropylene resin is dried to constant weight, it is added to the twin-screw extruder, and the set temperature of each zone is:

[0040] a district

[0041] After melting, it is extruded through the spinneret hole with approximately regular pentagonal edges. The concave part between the adjacent edges of the spinneret hole is arc-shaped, and the filament enters the cooling liquid of the bath at 5 ° C. In the spinneret holes that are in the same shape as the spinneret holes but deflected by 35°, the distance between the spinneret holes and the spinneret holes is 45mm, and the filaments passing through the spinneret holes are processed at 85-135℃ Three-stage stretching, the drafting ratios of each stage are 3.8, 2.0, and 1.2 times respectively, and then heat setting is carried out at 110°C, and finally cut into thick fibers with a length of 30mm. The radius r0 of the circumscribed circle of the section is 0.35mm, the edge width L1 is 12% of r0, whic...

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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, which is currently developing in the direction of high performance, functionality, and high durability. However, the inherent disadvantages of concrete, such as low tensile strength, high brittleness, poor toughness, and poor resistance to deformation, restrict its development and application. In recent decades, people have used synthetic fibers to strengthen concrete to improve its anti-crack and anti-seepage performance, optimize its mechanical properties, and improve its 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, there...

Claims

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Application Information

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Patent Type & Authority Applications(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
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