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High performance concrete with water quenching manganese slag and preparation method thereof

A high-performance concrete, water-quenched manganese slag technology, applied in climate sustainability, sustainable waste treatment, solid waste management, etc. General application of performance concrete and other issues to achieve high-strength effects

Active Publication Date: 2010-09-29
贵州省建筑材料科学研究设计院有限责任公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Because these manganese slags are not fully utilized and piled up into mountains, it not only takes up a lot of cultivated land, but also seriously pollutes the surrounding environment, affecting the sustainable development of enterprises
[0004]In addition, with the rapid development of my country's national economic construction, the concrete in the construction industry is developing rapidly towards high-strength and high-performance concrete, but high-strength and high-performance concrete is easy to bring hydraulic adhesive The problem of high amount of coagulation material and high heat of hydration causes greater shrinkage and cracking probability of concrete, thus affecting the general application of high-strength and high-performance concrete

Method used

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  • High performance concrete with water quenching manganese slag and preparation method thereof
  • High performance concrete with water quenching manganese slag and preparation method thereof
  • High performance concrete with water quenching manganese slag and preparation method thereof

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0078] Embodiment 1: take by weighing 18kg (6%) natural anhydrite (SO 3 content 50%) mixed with 282kg water-quenched manganese slag, and the water-quenched manganese slag mixed with natural anhydrite is ground until the specific surface area is ≥ 420m 2 / kg, and then mixed with 100kg of expansion agent (concrete admixture that meets the requirements of the national standard for concrete expansion agent GB23439-2009) and 600kg of cement (in line with GB175 "General Portland Cement" 42.5 grade) to obtain a hydraulic cementitious material; take water 600kg of hard cementitious material, add crushed stone (conforming to the standard requirements of GB / T14685-2001 "pebbles and gravel for construction", the maximum particle size is 3cm), 1032kg of sand (conforming to the standard of GB / T14684-2001 "Sand for Construction" artificial sand Quality requirements) 688kg (sand rate 40%), water 180kg (water-cement ratio 30%) and surfactant (in line with JG / T223-2007 "polycarboxyla...

Embodiment 2

[0079] Embodiment 2: take by weighing 20kg (8%) natural anhydrite (SO 3 content > 45%) mixed with 230kg of water-quenched manganese slag, and the water-quenched manganese slag mixed with natural anhydrite is ground until the specific surface area is ≥ 420m 2 / kg, and then mixed with 90kg of expansion agent (in line with the national standard for concrete expansion agent GB23439-2009) and 660kg of cement (in line with GB175 "General Portland Cement" 42.5 grade) to obtain a hydraulic cementitious material; take hydraulic cementitious material 580kg, add crushed stone (maximum particle size 3 ). After testing, its slump is 21cm, and its 28-day strength is 74MPa.

Embodiment 3

[0080] Example 3: Weigh 10.5kg (7%) of natural anhydrite and mix it into 139.5kg of water-quenched manganese slag, and grind together until the specific surface area is ≥ 420m 2 / kg, then mixed with 80kg of expansion agent and 770kg of cement to obtain hydraulic cementitious material; take 550kg of hydraulic cementitious material, add crushed stone 1430kg, sand 477kg (sand rate 25%), water 143kg (water-cement ratio 26%) and 6.6kg of surfactant, mix and stir evenly to obtain water-quenched manganese slag high-performance concrete (with a bulk density of 2600kg / m 3 )。

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Abstract

The invention discloses a high performance concrete with water quenching manganese slag and a preparation method thereof. The high performance concrete is prepared by hydraulic cementing materials, gravel, sand, water and a small amount of surfactant, wherein the hydraulic cementing materials comprise the following components in percentage by weight: 15%-30% of water quenching manganese slag doped with 4%-10% of natural anhydrite, 8%-10% of expanding agent and 60%-77% of cement. In the invention, the manganese slag and the expanding agent are used for preparing the high performance concrete in a double-doped way; firstly, aiming at potential hydraulicity of the manganese slag, high-value comprehensive application is carried out, thereby reducing the hydration heat of the cement, saving the cement consumption in the concrete and lowering the cost of the concrete; the expanding agent is also used for solving the problem of shrinkage cracking of the concrete, thereby ensuring the dimensional stability of the high performance concrete; and meanwhile, a large amount of industrial solid wastes (manganese slag) can be slaked by the invention, thereby strengthening the comprehensive utilization of waste slag and reducing the environmental pollution.

Description

Technical field [0001] The present invention involves a high -performance concrete and its preparation method of water quenching manganese slag, which belongs to the field of waste residue and building materials. Background technique [0002] my country is the world's largest iron alloy production country. It is not only a large country of iron alloy, but also a large exporter of iron alloy. In 2003, my country's iron alloy output was 6.37 million tons, accounting for 30 % of the world's total output. A total of 10.87 million tons of 17 %.At present, more than 800 companies with more than 800 smelting manganese -iron alloys have brought about increasing issues of manganese slag emissions.Manganese residue (iron alloy residue) is a kind of industrial solid waste formed by the 1400 ° C melt emissiond in the process of galgraphous furnace smelting manganese iron alloys.The main chemical ingredients are silica (SIO 2 ). 2 O 3 ), Calcium oxide (CAO), magnesium oxide (MGO), manga...

Claims

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Application Information

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IPC IPC(8): C04B28/14C04B18/14
CPCC04B2111/34C04B2111/00017C04B2111/00456C04B2111/343C04B28/02Y02W30/91C04B14/02C04B14/06C04B18/144C04B20/026C04B22/008C04B22/143C04B40/0028C04B2103/40
Inventor 王勇高遇事刘恒波甘四洋万军叶文号
Owner 贵州省建筑材料科学研究设计院有限责任公司
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