High-toughness concrete composition

A concrete composition and high toughness technology, applied in the field of concrete compositions, can solve the problems of low strength of polypropylene fibers, low elastic modulus, no obvious enhancement of flexural and tensile strength, etc., and achieve high tensile strength and flexural strength, The effect of improving integrity and shock resistance, ensuring impermeability and durability

Inactive Publication Date: 2015-09-16
JIASNGSU GAOKE LOGISTICS TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Commonly used polypropylene fiber concrete, the volume mixing ratio of polypropylene fiber is usually 0.05% ~ 0.2%, mainly used to improve the early crack resistance of concrete, but the strength of polypropylene fiber is low (usually 300 ~ 600MPa), elastic modulus Low (3 ~ 10GPa), the toughening effect on concrete is limited, there is no obvious enhancement effect on the bending and tensile strength, and it cannot provide enough bridging stress after cracks appear in the concrete, and the cracks will expand rapidly
Steel fiber has high tensile strength (380-1400MPa) and high elastic modulus (150-210GPa), so it can significantly improve the tensile and flexural strength of concrete, and the corresponding flexural toughness, impact resistance and Fatigue and other properties have also been significantly improved, but the deformation capacity has not been significantly improved, and its tensile strain capacity is in the order of 0.01% to 0.03%, and the material still cannot effectively control the crack width after cracking

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0022] Embodiment 1: Effect of phosphorus slag powder and fly ash on compressive strength

[0023] Table 1: The formula composition of formula 1-2 and comparative example 1-4

[0024] Components (parts by weight) Recipe 1 Recipe 2 Contrast 1 Contrast 2 Contrast 3 Contrast 4 cement 300 500 300 300 500 500 Phosphorus slag powder 30 50 —— 120 50 30 fly ash 90 150 120 —— 90 120 fine aggregate 1000 1100 1000 1000 1000 1000 Coarse aggregate 600 750 600 600 600 600 Superplasticizer 5 15 5 5 5 5 mixed fiber 10 20 10 10 10 10 Polyvinylpyrrolidone 10 10 10 10 10 10 recycled rubber 15 15 15 15 15 15 Zeolite 5 10 5 5 5 5 water 130 180 130 130 130 130

[0025] experiment method:

[0026] Each sample was prepared according to the formula in Table 1; raw material cement, phosphorus slag powder, fly ash, fine aggregate, coarse aggregate, water reduc...

Embodiment 2

[0032] Example 2: Effects of different water reducing agents on slump and compressive strength

[0033] Test method: each sample was prepared according to the formula in Table 3; the raw materials cement, phosphorus slag powder, fly ash, fine aggregate, coarse aggregate, water reducing agent, mixed fiber, polymer in formula 3-4 and comparison 5-10 Vinylpyrrolidone, reclaimed rubber, zeolite and water are all of the same specification, standard or composition.

[0034] Slump is the oldest and most common method for determining the fluidity of mixtures. The slump test refers to the standard JTG E30-2005. The test of the slump spread value is based on the slump test, and the spread value of the mixture in the horizontal direction is measured at the same time, and then the spread values ​​in the two vertical directions are measured. , take the average value, which is the value of slump spread.

[0035] Experimental results:

[0036] It can be concluded from Table 4 that selecti...

Embodiment 3

[0042] The composition and parts by weight of the high toughness concrete composition of the present invention are as follows:

[0043] Cement 300 parts

[0044] Phosphorus slag powder 30 parts

[0045] 90 parts of fly ash

[0046] Fine aggregate 1000 parts

[0047] Coarse aggregate 600 parts

[0048] 5 parts of water reducer

[0049] 10 parts mixed fiber

[0050] 10 parts polyvinylpyrrolidone

[0051] 15 parts recycled rubber powder

[0052] Zeolite 15 parts

[0053] 130 parts of water;

[0054] Wherein said mixed fiber is carbon fiber, polypropylene fiber, polyester fiber and bagasse pulverized thing, wherein the weight ratio of carbon fiber, polypropylene fiber, polyester fiber and bagasse pulverized thing is 1:2:2: 5.

[0055] The basic mechanical performance test result of embodiment 3 gained concrete is as follows:

[0056] (1) Bending strength

[0057] Specimen size: 400mm×100mm×15mm

[0058] Test method: four-point bending, three-point loading, the test sp...

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Abstract

The invention discloses a high-toughness concrete composition. The high-toughness concrete composition comprises following raw materials, by weight, 300 to 500 parts of cement, 30 to 50 parts of phosphorous slag powder, 50 to 150 parts of fly ash, 1000 to 1100 parts of a coarse aggregate, 600 to 750 parts of a fine aggregate, 5 to 15 parts of a water reducer, 5 to 15 parts of mixed fiber, 10 parts of polyvinylpyrrolidone, and 130 to 180 parts of water. The high-toughness concrete composition possesses high toughness, excellent deformability, and relatively high tensile strength and bending strength, and is capable of improving integrity and seismic resistance of structures effectively, and ensuring impermeability and durability of the structures.

Description

technical field [0001] The invention relates to a concrete composition, in particular to a high-toughness concrete composition. Background technique [0002] Concrete is the most widely used building material. Its main components include cement, active mineral admixtures, aggregates and water. It has the advantages of wide source of raw materials, simple process, and good fire performance. And low bending strength, small deformation capacity, poor toughness, easy to crack and difficult to control the crack width after cracking. The low toughness of concrete may lead to sudden catastrophic failure due to stress concentration at variable cross-section positions and joints of steel / concrete hybrid structures. cracking, resulting in a significant reduction in the seismic performance of the structure. Under the current economic and technical level, people usually think that the cracking of concrete is almost inevitable. Cracks, especially harmful cracks are not only unsightly, ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/00C04B18/08C04B18/04C04B18/24C04B24/28C04B14/38C04B16/06C04B103/30
CPCY02W30/91
Inventor 何志刚
Owner JIASNGSU GAOKE LOGISTICS TECH CO LTD
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