C20-level self-compacting concrete with steel slag and recycled aggregates and preparation method of C20-level self-compacting concrete

A self-compacting concrete and recycled aggregate technology, applied in the field of building materials, can solve the problems of high cost, labor shortage, and reduce the production cost of self-compacting concrete. Effects of resource depletion stress

Inactive Publication Date: 2017-01-11
江苏美城建筑规划设计院有限公司
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  • Abstract
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  • Claims
  • Application Information

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Problems solved by technology

Although the self-compacting concrete prepared at present meets the construction and strength requirements, the cost is relatively high. Therefore, the dual solid waste of steel slag and recycled coarse aggregate is used instead of cement and natural coarse aggregate to prepare self-compacting concrete, which can reduce the production of self-compacting concrete. cost, and self-compacting concr

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  • C20-level self-compacting concrete with steel slag and recycled aggregates and preparation method of C20-level self-compacting concrete

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Embodiment

[0034] (1) Prepare raw materials

[0035] Cement: P O42.5 ordinary portland cement, apparent density is 3.20g / cm 3 .

[0036] Fly ash: Class I fly ash, the apparent density is 2.42g / cm 3 .

[0037] Fine aggregate: medium-sized river sand with a fineness modulus of 2.4 and a bulk density of 1.54 g / cm 3 , with an apparent density of 2.64 g / cm 3 , the moisture content is 0.35%.

[0038] Steel slag: the steelmaking waste slag that has been placed in the steel mill for more than 6 months has been iron-removed, ball milled and screened, and the steel slag powder with a particle size of less than 0.08mm is selected, and the apparent density is 2.36g / cm 3, the alkalinity coefficient of steel slag is 1.99, the mass percentage of MgO is 15.9%, and other detection indicators of steel slag are in line with the GB / T 20491-2006 standard "Steel slag powder used in cement and concrete".

[0039] Natural coarse aggregate: 5-20mm continuous graded crushed stone, with an apparent density o...

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Abstract

The invention discloses C20-level self-compacting concrete with steel slag and recycled aggregates and a preparation method of the C20-level self-compacting concrete. The C20-level self-compacting concrete with the steel slag and the recycled aggregates is prepared from raw materials in parts by mass as follows: 1 part of water, 3.089 parts of natural coarse aggregates, 1.322 parts of recycled coarse aggregates, 3.822 parts of fine aggregates, 0.970-1.213 parts of cement, 1.213-1.455 parts of the steel slag, 0.609 parts of fly ash, 0.064 parts of added water and 0.00495-0.0124 parts of an additive. The concrete has good liquidity, filling performance and segregation resistance, gradual loss and strength both meet related requirements of buildings, meanwhile, the preparation method is simple, the production cost of self-compacting concrete with the same strength on year-on-year basis is reduced, the problem about treatment of the steel slag and building waste is solved, pressure of resource exhaustion is relieved, and the C20-level self-compacting concrete is green, environment-friendly and suitable for industrial production.

Description

technical field [0001] The invention relates to the technical field of building materials, in particular to a C20 grade self-compacting concrete mixed with steel slag recycled aggregate and a preparation method thereof. Background technique [0002] Self-compacting concrete (Self Compacting Concrete or Self-Consolidating Concrete referred to as SCC) refers to relying on self-gravity without additional mechanical vibration force, it can have sufficient flow and deformation capacity, even if there are dense steel bars, it can fill the formwork space and Form dense and uniform concrete. The preparation of self-compacting concrete generally reduces the yield stress of the concrete enough to be overcome by the shear stress generated by its own weight through the selection and matching of admixtures, cementitious materials, coarse and fine aggregates, and careful mix ratio design, so that the fluidity of the concrete increases. At the same time, it has enough plastic viscosity to...

Claims

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Application Information

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IPC IPC(8): C04B28/04C04B18/14C04B18/16
CPCC04B18/142C04B18/167C04B28/04C04B2201/50C04B20/002C04B14/02C04B18/08C04B24/24C04B14/068Y02W30/91
Inventor 刁子坤陈中宏郭维明张硕硕朱守智曹鑫
Owner 江苏美城建筑规划设计院有限公司
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