Non-autoclaving high-performance prestressed high-strength concrete pile

A high-strength concrete and concrete technology, which is applied in sheet pile walls, buildings, and infrastructure engineering, can solve the problems of reducing concrete performance and increasing the environmental protection burden of production enterprises, so as to improve various performances, reduce environmental protection burdens, and reduce production costs. Effect

Active Publication Date: 2011-05-04
GUANGDONG SANHE PILE CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

But at the same time, the high-pressure curing process will also reduce some properties of concrete, and a large amount of coal needs to be burned to generate steam during the curing process, so the energy cost occupies a large proportion in the production of pipe piles, and the burning of coal will generate A large amount of flue gas, in order to make the flue gas discharge meet the emission standards, the flue gas needs to be treated, which will increase the environmental protection burden of the production enterprise

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0014] Take 100kg of special mineral admixture and 300kg of cement to form a cementitious material, and mix it with other concrete auxiliary materials to form concrete containing 400kg of cementitious material per cubic meter, wherein the self-made special mineral admixture consists of slag micropowder, calcium sulfate, Composed of active silica, calcium oxide and fly ash, the proportion of each component to the total concrete is: 15% slag powder, 6% calcium sulfate, 5% active silica, 4% calcium oxide, fly ash 15%. Then, it is formed by centrifugation, then left to stand for 1-1.5 hours, cured by steam for 6 hours under the condition of curing temperature of 80-85°C, and then naturally cured for 3-7 days to obtain the high-performance concrete pipe pile of the present invention.

Embodiment 2

[0016] Take 100kg of special mineral admixture and 320kg of cement to form a cementitious material, and mix it with other concrete auxiliary materials to form concrete containing 420kg of cementitious material per cubic meter, wherein the self-made special mineral admixture consists of slag micropowder, calcium sulfate, Composed of active silica, calcium oxide and fly ash, the proportion of each component to the total concrete is: 20% of slag powder, 7% of calcium sulfate, 6% of active silica, 3% of calcium oxide, fly ash 8%. The high-performance concrete pipe pile of the present invention can be obtained by centrifugal molding, standing still for 1 to 1.5 hours, curing with steam for 6 hours at a curing temperature of 80 to 85°C, and then curing naturally for 3 to 7 days.

Embodiment 3

[0018] Take 150kg of special mineral admixture and 310kg of cement to form a cementitious material, and mix it with other concrete auxiliary materials to form concrete containing 460kg of cementitious material per cubic meter, wherein the self-made special mineral admixture consists of slag micropowder, calcium sulfate, Composed of active silica, calcium oxide and fly ash, the proportion of each component to the total concrete is: 20% slag powder, 10% calcium sulfate, 5% active silica, 2% calcium oxide, fly ash 8%. The high-performance concrete pipe pile of the present invention can be obtained by centrifugal molding, standing still for 1 to 1.5 hours, curing with steam for 6 hours at a curing temperature of 80 to 85°C, and then curing naturally for 3 to 7 days.

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PUM

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Abstract

The invention relates to a non-autoclaving high-performance prestressed high-strength concrete (PHC) pile. Each cubic meter of pile concrete contains 400kg to 500kg of cementitious materials, high-efficiency naphthalene-based water reducer and required sandstone; wherein, the cementitous materials comprise silicate cement and self-made special mineral admixtures; the self-made special mineral admixtures comprise the following components by percentage in the total amount of the concrete: 15% to 25% of slag powder, 6% to 10% of silicate, 5% to 7% of activated silica, 2% to 4% of calcium oxide and 7% to 15% of fly ash; the special mineral admixtures account for 25% to 45% of the total amount of the concrete. By directly employing the normal-pressure steam curing process and the natural curing process after stirring-forming, the invention can satisfy the design requirements for the strength of the concrete, thereby reducing the coal consumption by more than 50%, reducing the production cost and the flue gas emission and obviously improving various properties of the manufactured PHC pile.

Description

technical field [0001] The invention relates to a concrete product, in particular to a high-performance concrete pipe pile using an autoclave-free process. Background technique [0002] Prestressed high-strength concrete pipe piles (PHC pipe piles for short) are one of the most widely used cement product materials in infrastructure construction at this stage, and have been widely used in various engineering structures such as industrial and civil buildings, road and railway bridges, port terminals, etc. . Due to different geological conditions, PHC pipe piles face the problem of harmful ion erosion during use, such as the erosion of groundwater, the penetration of soluble particles in the soil, and so on. The erosion of groundwater and the infiltration of soluble particles shorten the life of pipe piles and may threaten building safety. Therefore, technological innovation is used to improve the performance of PHC pipe piles. [0003] At the same time, in today's rapid eco...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/58
Inventor 韦泽林
Owner GUANGDONG SANHE PILE CO LTD
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