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Non-autoclaved prestressed high-strength concrete tubular pile and preparation method thereof

A high-strength concrete and concrete technology, applied in sheet pile walls, buildings, infrastructure engineering, etc., can solve the problems of safety accident casualties, unsafe use, large air pollution, etc., to protect the environment, avoid safety accidents, and reduce production costs Effect

Inactive Publication Date: 2016-12-21
建华建材(连云港)有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] 1. The coal consumption of traditional autoclaved maintenance is too high and the air pollution is high. High-pressure autoclaved maintenance needs to consume 3 kg of 5000 kcal standard coal to produce 7.5 kg of carbon dioxide per meter of pipe pile;
[0005] 2. The use of traditional autoclaved high-pressure vessels is not safe, and high-pressure autoclaved maintenance of pipe piles has operator safety accidents and casualties;
[0006] 3. There is always a moment when traditional natural resources, coarse and fine aggregate, sand and gravel are mined;
[0007] 4. The traditional production of high-strength prestressed concrete pipe piles requires high-quality coarse and fine aggregates and cementitious materials. High-quality resources will always be mined at the moment

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0022] Take 94 kg of mineral powder and 374 kg of cement to form a cementitious material, then take 10 kg of water reducer, 650 kg of nickel ore slag sand, 1320 kg of gravel, and 142 kg of water. The proportion of each component in the total concrete is: ore Powder 3.63%, cement 14.44%, water reducing agent 0.39%, nickel ore 25.10%, crushed stone 50.97%, water 5.48%, put the material into the mixer according to the measurement data and mix evenly, after concrete forming, centrifugal molding, standing for 1.5 Hours, under the condition of curing temperature of 80±5°C for 6 hours at atmospheric pressure steam, and then enter the storage yard for 7 days of curing under natural conditions to meet the design requirements of PHC high-strength concrete pipe piles.

Embodiment 2

[0024] Take 141 kg of mineral powder and 329 kg of cement to form a cementitious material, then take 10 kg of water reducing agent, 670 kg of nickel ore slag sand, 1300 kg of gravel, and 140 kg of water. The proportion of each component in the total concrete is: ore Powder 5.44%, cement 12.70%, water reducing agent 0.39%, nickel ore 25.87%, crushed stone 50.19%, water 5.40%, put the material into the mixer according to the measurement data and mix evenly, after concrete forming, centrifugal forming, standing for 1.5 Hours, under the condition of curing temperature of 80±5°C for 6 hours at atmospheric pressure steam, and then enter the storage yard for 7 days of curing under natural conditions to meet the design requirements of PHC high-strength concrete pipe piles.

Embodiment 3

[0026] Take 188 kg of mineral powder and 282 kg of cement to form a cementitious material, then take 10 kg of water reducing agent, 709 kg of nickel ore slag sand, 1261 kg of gravel, and 140 kg of water. The proportion of each component in the total concrete is: ore Powder 7.25%, cement 10.91%, water reducing agent 0.39%, nickel ore 27.30%, crushed stone 48.61%, water 5.40%. Take the materials according to the measurement data and put them into the mixer for uniform mixing. After concrete molding, centrifugal molding and standing for 1.5 hours , under the condition of curing temperature of 80±5℃ for 6 hours at atmospheric pressure steam, and then entering the storage yard for 7 days of curing under natural conditions can meet the design requirements of PHC prestressed high-strength concrete pipe piles.

[0027] The compressive strength of the PHC prepared in the above examples 1-3 is greater than 85 MPa, and the appearance quality, dimensional deviation and mechanical propertie...

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Abstract

The invention discloses a non-autoclaved prestressed high-strength concrete tubular pile and a preparation method thereof. Concrete is prepared from a binding material, a polycarboxylate superplasticizer, coarse and fine aggregates and water, wherein the binding material is prepared from cement and mineral power and accounts for 15-20% the total mass of the concrete, the water reducing rate of the polycarboxylate superplasticizer is higher than 25%, the polycarboxylate superplasticizer accounts for 0.2-0.5% the total mass of the concrete, the coarse and fine aggregates include coarse aggregates and fine aggregates, the coarse aggregates are 5-25 mm continuous grading granite stones and account for 45-55% the total mass of the concrete, the fine aggregates are nickel mineral slag sand with the fineness modules being 2.5-3.2 and account for 25-30% the total mass of the concrete, and water accounts for 5.0-6.0% the total mass of the concrete. The compressive strength of the obtained PHC is larger than 85 MPa, and the appearance quality, dimensional deviation and mechanical property meet the national tubular pile standard requirements.

Description

technical field [0001] The invention relates to an autoclaved-free prestressed high-strength concrete pipe pile (PHC) technology, in particular to an autoclaved-free prestressed high-strength concrete pipe pile prepared by utilizing nickel ore slag sand and a method thereof. Background technique [0002] With the continuous development of the economy, the continuous improvement of the quality of living standards, the continuous enhancement of the awareness of resource protection, and the gradual increase in the demands for the living environment, in recent years, the concept of sustainable development of protecting the natural environment, optimizing the use of resources, and seeking harmony between man and nature is important. The topic has been raised. The future development conditions of the construction industry must be to protect the environment to meet human needs, research and develop technologies that can be most effective and consume the least resources and can be co...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/04E02D5/58
CPCC04B28/04C04B2201/50E02D5/58C04B18/144C04B14/048C04B18/12C04B2103/302
Inventor 戴树斌单锦华韦有群邱杨丁志远
Owner 建华建材(连云港)有限公司