Non-steamed reactive powder concrete

A technology of powder concrete and concrete, which is applied in the field of concrete materials and active powder concrete, which can solve problems such as hindering the promotion of new materials, increasing project cost, and high concrete cost, and achieve the effect of reducing molding maintenance costs, raw material costs, and material costs

Inactive Publication Date: 2010-07-21
QINGDAO TECHNOLOGICAL UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Due to the use of expensive raw material components such as silica fume and quartz sand in the formula, the cost of this type of concrete itself is relatively high. In addition, ordinary RPC generally needs to be molded and maintained under high temperature or pressure, and the maintenance cost is relatively high. , so the actual application of engineering often leads to a significant increase in engineering cost, which seriously hinders the promotion of this type of new material

Method used

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Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0027] Taking the quality of the cement mixed in as the reference standard, weigh the raw materials of each component according to the following mass ratio:

[0028] Cement Superfine iron and steel slag powder Natural sand Steel fiber Water reducer Water

[0029] 1 0.10 1.45 0 0.01 0.28

[0030] Among them, the superfine iron and steel slag powder is blast furnace iron slag powder, and its specific surface area is 800m 2 / kg, the water reducer is a polycarboxylate water reducer, using natural sand with a particle size of less than 4.75mm, the slurry prepared according to the above mass ratio is used to make the standard concrete test block of the non-steam curing active powder concrete of the present invention, after After 28 days of standard curing, the compressive strength is 102MPa and the flexural strength is 18MPa.

Embodiment 2

[0032] Taking the quality of the cement mixed in as the reference standard, weigh the raw materials of each component according to the following mass ratio:

[0033] Cement Superfine iron and steel slag powder Natural sand Steel fiber Water reducer Water

[0034] 1 0.18 1.42 0 0.025 0.24

[0035] Among them, the superfine iron and steel slag powder is blast furnace steel slag powder, and its specific surface area is 800m 2 / kg, the water reducer is a polycarboxylate water reducer, using natural sand with a particle size of less than 4.75mm, the slurry prepared according to the above mass ratio is used to make the standard concrete test block of the non-steam curing active powder concrete of the present invention, after After 28 days of standard curing, the compressive strength is 110MPa and the flexural strength is 23MPa.

[0036] As can be seen from this example, increasing the admixture of superfine iron and steel slag powder and reducing the admixture of natural sand help...

Embodiment 3

[0038] Different from Example 2, steel fiber is added to the formula, and only the amount of water and water reducing agent is increased accordingly. Taking the quality of cement mixed as a reference, the raw materials of each component are weighed according to the following mass ratio:

[0039] Cement Superfine iron and steel slag powder Natural sand Steel fiber Water reducer Water

[0040] 1 0.18 1.42 0.15 0.03 0.26

[0041] Wherein, identical with embodiment two, superfine iron and steel slag powder is still blast furnace steel slag powder, and its specific surface area is 800m 2 / kg, the water reducer is the same polycarboxylate water reducer, using natural sand with a particle size of less than 4.75mm, the slurry prepared according to the above mass ratio is made into the standard concrete test block of the non-steam curing active powder concrete of the present invention, After 28 days of standard curing, the compressive strength is 123MPa and the flexural strength is 26...

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Abstract

The invention belongs to concrete materials and in particular relates to reactive powder concrete which can be maintained at room temperature. The non-steamed reactive powder concrete of the invention is prepared by mixing cement, superfine steel slag powder, natural sand, steel fiber, water reducing agent and water in a mass ratio of 1: 0.10-0.25: 1.25-1.45: 0-0.25: 0.01-0.04: 0.15-0.28. In the invention, natural sand replaces quartz sand, the 200-grade reactive powder concrete is prepared by maintenance at room temperature, so raw material cost and concrete maintenance cost can be obviously reduced; a great amount of industrial residues are used, so the non-steamed reactive powder concrete has the advantages of low cost, sources conservation, waste recycling, environment protection and the like. The maintenance process of the non-steamed reactive powder concrete needs no high temperature or high pressure, so the production and construction processes are simplified. The non-steamed reactive powder concrete is applicable to production of thin-wall products or elongated members and can be used for producing reinforced concrete members such as plates, blocks and the other structure forms, so the market application prospect is promising.

Description

technical field [0001] The invention belongs to the field of building materials and relates to a concrete material, in particular to an active powder concrete which can be cured at normal temperature. Background technique [0002] In the early 1990s, the French Bouygues laboratory developed a new type of cement-based composite material with ultra-high compressive strength, high durability and high toughness. Due to the increase in the fineness and reactivity of the components, it is called active Powder concrete (ReactivePowder Concrete, referred to as RPC). RPC has improved the interior of concrete and the transition zone between coarse aggregate and mortar: (1) choose quartz sand with a maximum particle size of 0.5mm as coarse aggregate to improve the homogeneity of concrete; (2) increase the composition of The fineness makes the interior of RPC achieve the maximum filling density and minimize the initial defects of the material; (3) Apply pressure during the molding proc...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): C04B28/00C04B18/12C04B14/06C04B14/48
CPCC04B2111/00017C04B28/02Y02W30/91C04B14/06C04B14/48C04B18/12C04B20/0092C04B24/2641C04B2103/302
Inventor 李秋义安宝月武鹏崑张英杰上官玉明
Owner QINGDAO TECHNOLOGICAL UNIVERSITY
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