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Miscellaneous fiber reinforced cement-base composite moterial without plastic cracking

A cement-based material and hybrid fiber technology, applied in the field of material science and engineering science, can solve the problems of small ultimate tensile deformation, incompleteness, large shrinkage deformation, etc., to reduce plastic shrinkage cracking performance and improve frost resistance. , the effect of improving the impact strength

Inactive Publication Date: 2007-11-14
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For cement-based materials, the early shrinkage cracking often includes the loss of water shrinkage in the plastic stage and the drying shrinkage in the early stage of hardening, so it is not complete to use synthetic fibers to prevent cracking of cement-based materials.
For inorganic fiber materials, although its modulus of elasticity is higher than that of cement-based materials, different inorganic fiber materials also have some shortcomings. For example, the diameter of steel fibers is not easy to make very thin, and the crack reduction effect of synthetic fibers needs to be increased several times. Fiber content; glass fiber, ceramic fiber, mineral fiber and other inorganic non-metallic fibers generally have small ultimate tensile deformation, which cannot adapt to the situation of large shrinkage deformation in the plastic stage, and the price of synthetic fiber per unit volume is much higher than Inorganic fiber

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0030] The volume percentage of hybrid fiber is:

[0031] Polypropylene fiber 80%

[0032] Ceramic Fiber 20%

[0033] The polypropylene fiber adopts trilobal shape, the fiber equivalent diameter is 34 μm, and the fiber length is 20 mm; the ceramic fiber adopts alumina content of 45%, the fiber diameter is 3 μm, and the fiber length is 5 mm. After mixing the hybrid fiber into cement mortar (32.5 ordinary cement: medium sand: water = 1:1:0.5) at a volume fraction of 0.03%, the reduction rate of plastic shrinkage cracking is about 80% measured by the plate method, compared to The effect of single fiber, the crack reduction effect of hybrid fiber is about 30%.

Embodiment 2

[0035] The volume percentage of hybrid fiber is:

[0036] Polypropylene fiber 70%

[0037] Glass Fiber 30%

[0038] Polypropylene fibers are rectangular, with a fiber equivalent diameter of 111 μm and a fiber length of 20 mm; glass fibers with a zirconia content of 6%, a fiber diameter of 13 μm, and a fiber length of 10 mm. After mixing the hybrid fiber into cement mortar (32.5 ordinary cement: medium sand: water = 1: 1: 0.5) at a volume fraction of 0.05%, the reduction rate of plastic shrinkage cracking is about 90% as measured by the plate method, compared to The effect of single fiber, the effect of hybrid composite fiber is about 40%.

Embodiment 3

[0040] The volume percentage of hybrid fiber is:

[0041] Nylon fiber 50%

[0042] Mineral Fiber 50%

[0043] Nylon fibers are round or dumbbell-shaped, with a fiber diameter of 43 μm and a fiber length of 20 mm; mineral fibers are round, with a fiber diameter of 8 μm and a fiber length of 15 mm. After mixing the hybrid fiber into cement concrete (32.5 ordinary cement: 5-25mm crushed stone: medium sand: water = 1: 0.75: 0.75: 0.5) at 0.10% volume fraction, the reduction of plastic shrinkage cracking was measured by the plate method The ratio is about 100%. Compared with the effect of a single fiber, the cracking and hybrid composite effect of the hybrid fiber is about 60%.

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Abstract

The present invention belongs to the field of material science and engineering technology, and is one kind of miscellaneous fiber reinforced cement-base composite material without plastic cracking. The miscellaneous fiber consists of organic synthetic fiber and inorganic fiber, has excellent reducing and inhibiting effect on plastic shrinkage cracking of cement-base material from initial solidification to final solidification and can reduce plastic crack by over 80 %. Compared with single fiber, the miscellaneous fiber has 20-60 % raised plastic crack reducing effect. The present invention may be used widely in cement-base material engineering, such as cement concrete road, bridge surface, terrace, revetment, dam and other engineering, to raise engineering quality.

Description

technical field [0001] The invention belongs to the field of material science and engineering science and technology, and in particular relates to a hybrid fiber cement-based composite material (cement paste, mortar, concrete and composite materials thereof) that prevents plastic shrinkage and cracking. Background technique [0002] Concrete is one of the largest and most widely used building materials in the world. At present, my country's annual concrete consumption has reached about 1 billion cubic meters. It is estimated that by 2010, my country's cement output will increase to 800-850 million tons, which is almost double the 490 million tons in 1996, and the corresponding concrete consumption will also increase. increased badly. Therefore, it can be affirmed that concrete will still be the main building material of modern engineering construction in our country for a long period of time in the future. Moreover, because it has the advantages of wide application range, c...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): C04B14/38C04B16/06C04B28/02
CPCC04B2111/34C04B14/38C04B16/06C04B28/02
Inventor 马一平
Owner TONGJI UNIV
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